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HomeMy WebLinkAbout20140325 Ver 2_FINAL DESIGN_20161121CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT o DEVELOPMENT Project Data Sheet SERVICES DEPARTMENT Development Services Customer Service Center I I Exchange Plaza, Suite 4001 Raleigh, NC 276011919-996-2495 Litchford Satellite Office 18320 — 130 Litchford Road I Raleigh, NC 276011919-9964200 GENERAL INFORMATION Development Name: N/A Proposed Use: Sewer Interceptor Property Address(es): See Drawings Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply: PIN #See Drawings PIN #See Drawings PIN #See Drawings PIN #See Drawings What is the project type? ❑Apartment ❑Bank ❑Elderly Facility ❑Hospital ❑Hotel/Motel ❑Industrial Building ❑Mixed Residential ❑Non -Residential Condo ❑Office ❑Religious Institution ❑Residential Condo ❑Retail ❑School ❑Shopping Center ❑Single Family Residential ❑Telecommunication Tower ❑Townhouse 40ther Scope of Work: Upgrade approximately 16,000 LF of existing 48" and 54" concrete interceptor. The existing 48" and 54" pipes will be replaced by new 66" and 72" pipe, respectively. FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY 1. Total number of townhouse lots: N/A Number attached: N/A Number detached: N/A 2. Total number of apartment or condominium units: N/A 3. Total number of Congregate Care or Life Care Dwelling units: N/A 4. Overall total number of dwelling units (from 1-3 above): N/A 5. Number of bedroom units: 1 BR N/A 2BR N/A 3BR N/A 4BR or more N/A 6. Overall unit(s) per acre densities per zoning district(s): N/A DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments) Zoning Information Zoning District(s): N/A If more than one district, provide acreage of each. N/A Building Information Proposed use of building(s): N/A Proposed Sq. Ft. of building(s) gross: N/A Existing Sq. Ft. of building(s) gross: N/A Overlay District(s): N/A Total site acreage: N/A Total Sq. Ft. gross (existing and proposed): N/A Off street parking: Required N/A Provided N/A Proposed height of building(s): N/A COA (Certificate of Appropriateness) case # N/A FAR (floor area ratio) %: NIA BOA (Board of Adjustment) case # A - N/A Building lot coverage %: N/A CUD (Conditional Use District) case # Z - N/A Inside City Limits? ❑ Yes ❑ No STORMWATER INFORMATION Existing impervious surface: 9,53 / 415,069 acres/square feet Proposed impervious surface: 0.27 / 11,685 acres/square feet Neuse River buffer: *Yes ❑No Wetlands: []Yes ❑No Flood Hazard Area: 0 Yes ❑No If yes, Alluvial Soils: Yes Flood Study: NO FEMA Map Panel #: 1722, 23, 32 Total disturbed area: 35.05 acres acres/square feet PAGE 1 OF 1 WWW.RALEIGHNC.GOV PUBLIC SEWER COLLECTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITY HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE ATTENTION CONTRACTORS THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 919-996-2409, AND THE PUBLIC UTILITIES DEPARTMENT AT 919-996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION. FAILURE TO NOTIFY BOTH THE CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE. FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH. REVISION 03.22.16 PUBLIC WATER DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITY HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLIC REUSE DISTRIBUTION / EXTENSION SYSTEM THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC REUSE SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITY HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS OCTOBER 28,2016 2 C o- P\V*')�\ OWNER: s C CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT Address: One Exchange Plaza Suite 620 Raleigh, NC 27601 Mailing Address: P.O. Box 590 Raleigh, INC 27602 Phone: (919) 996-4540 Fax: (919) 996-1866 PUBLIC UTILITIES DIRECTOR ROBERT MASSENGILL v 44 MCMM&CREED 1730 Varsity Dr, Raleigh, North Carolina 27606 F-1222 MCKIM & CREED PROJECT NO. 0592-0046 11171Mr1 1rnT A Mr A PUBLIC IMPROVEMENT QUANTITIES CHART MATERIAL QUANTITY GRAVITY SEWER — 72" FRP 8564 LF 72" RCP 1388 LF 66" FRP 5552 LF 66" RCP 796 LF 60" FRP 55 LF 48" FRP 60 48" RCP 64 LF 48" DIP 515 36" DIP 515 20" DIP 515 8" DIP 1026 LF MANHOLES 63 EA WATERLINE — 8" DIP 339 LF 12" DIP 2718 LF REUSE WATERLINE — 16" DIP 1446 LF 6" DIP 30 STORM SEWER — 6'x2' BOX CULV. 335 LF 3.25'x4' BOX CULV. 73 LF 36" RCP 144 LF 30" RCP 371 LF 24" RCP 255 LF 18" RCP 42 LF 15" RCP 199 LF 12" RCP 86 LF STORM BOXES 13 EA N VICINITY MAP N.T.S FINAL DESIGN NOT FOR CONSTRUCTION CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # Z W W O a_ W Q Z W U D Z J Q >w O J Cfl O 014 CXR CV w GoO U O aim 2,00, mmki 111PREMIR 0� EX. WALNUT CREEK PUMP STATION t --EX. SIPHONS PROPOSED STAGING AND LAYDOWN AREA ALONG ACCESS ROAD EX. OCTAGONAL JUNCTION BOX TBM CHISEL MAf7K ON SSMH LID ELEV=187.98' ITCHMISEL MARK ON C 1 LID ELEV=189.41' EX. ABT66 STREAM S1006 CRREINTERCEPTORS PROPOSED - STAGING AND LAYDOWN AREA STREAM S2000 POOLE R)D\. •=*Wda NO • DUKE ENERGY 90' WALNUT CREEK - TRANSMISSION R/W TBM NUT ON FIRE HYDRANT ELEV=202.21' AX.6 IN CP&L LE 27' 20" PI PROPOSED STAGING AND LAYDOWN AREA TOM CTOP OF COTTON SPINDLE C9(� CP&L POWER POLE ; ELEV=193.96' I DUKE ENERGY 200' I TRANSMISSION R/W r M 6' \ POWER POLE �P&L ♦ - :��� • •In- • arillyl _ STREAM S4000 ,ZSTREAM S5060 y� m a �� R 4 EX. 24" BIG BRANCH FORCEMAIN TBM BENCH TIE IN 22" PINE ELEV=191.67' TBM BENCH TIE IN 24" SWEETGUM ELEV DESCRIP11ONS REVIISIONS �11fSlilill�l SEAL CARO '.o�•- - L A T \A" jp.'&O Iry� l}'� � �MC1<19\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn C1 C12 STREAM S10,000 PROPOSED TBM BENCH TIE IN 22" OAK ELEV=195.13' TBM BENCH TIE IN 10" SEEETGUM ELEV=197.93' MCH TIE IN 15" OAK V=210.92' C12 C TIE IN 15" ,RE ELEV=1 A � PROPOSED STAGING AND LAYDOWN AREA C1 c z 03 10, \\ 0 Yigjl� MICROTUNNEL // J WALNUT I I I I n STREAM S11,000 CREEK �j \ PROPOSED TEMP. CONST. INVERTED SIPHON �.� ACCESS ROUTE SOFTBALL T'M RR SPIKE IN 15" OAK COMPLEX ELEV=206.95' LINETYPES: LEGEND EXIST. CREEK OR DITCH PROJECT CONTACT INFORMATION: PARCEL BOUNDARY 1. OWNER: CITY OF RALEIGH PUBLIC UTILITIES DEPT. CONSTRUCTION PROJECT ADMINISTRATOR - - - - - PROPOSED EASEMENT ED STEMPIEN, PE EXISTING EASEMENT ONE EXCHANGE PLAZA, SUITE 620 RALEIGH, NC 27601 0 o FENCE PHONE: (919) 996-3490 FM EXIST. FORCE MAIN 2. ENGINEER: W EXIST. WATER LINE McKIM & CREED, INC. RU EXIST. REUSE WATER LINE PROJECT ENGINEER - BEN LATINO, PE 1730 VARSITY DRIVE, SUITE 500 G EXIST. GAS LINE RALEIGH, NC 27606 x EXIST. WATER VALVE PHONE: (919) 233-8091 EXIST. GAS VALVE 3. CITY OF RALEIGH PARKS AND REC. EXIST. OVERHEAD ELEC. LISA POTTS OHE EL=100.0' 222 W. HARGETT ST. - - - - - - - EXIST. SANITARY SEWER INTERCEPTOR RALEIGH, NC 27601 EXIST. SANITARY SEWER PHONE: (919) 996-4785 TPF TREE PROTECTION FENCE 4. NCDOT - DISTRICT OFFICE (DISTRICT 1) SF SILT FENCE REID ELMORE, DISTRICT ENGINEER 4009 DISTRICT DRIVE SSF TEMPORARY SILT FENCE RALEIGH, NC 27607 IN HIGH HAZARD AREAS PHONE: (919) 733-3213 SF/TPF COMBINATION SILT FENCE/ TREE PROTECTION FENCE 5. DUKE ENERGY PROGRESS ____L0D- LIMITS OF DISTURBANCE a. DISTRIBUTION: WANDA BONCHEK -R/W- RIGHT-OF-WAY PHONE: (919) 431-4721 � �; �,, EXISTING TREE LINE b. TRANSMISSION: CLEARING LIMITS BRUCE PAIT Z1 NEUSE RIPARIAN BUFFER ZONE 1 BOUNDARY PHONE: (919) 329-5928 Z2 NEUSE RIPARIAN BUFFER ZONE 2 BOUNDARY 6. AT&T 100 FP 100 -YEAR FLOODPLAIN BOUNDARY RJ VANSTEENBURGEN HOMER MARONIA 5715 GLEN WOOD AVE. TOP OF BANK STREAM TOP OF BANK RALEIGH NC, 27612 WETLANDS PHONE: (919) 785-7767 (919) 638-1798 EXISTING RIP -RAP 7. TIME WARNER EXISTING EOP (EDGE OF PAVEMENT) DALE RADFORD 1100 PERIMETER PARK DR, SUITE 118 EXISTING BUILDING MORRISVILLE, NC 27560 PHONE: (919) 573-7055 °o°°0- 0p°°p°°p°o° TEMPORARY CONSTRUCTION ENTRANCE 8. PSNC TEMPORARY STRAW W/NET LINER FRANCIS GRIMSLEY ■ ■ SEDIMENT TRENCH PHONE: (919) 367-2714 (OFFICE) TEMPORARY DIVERSION DITCH PHONE: (919) 819-9932 (CELL) EMAIL: FGRIMSLEY©SCANA.COM RIP RAP SPILLWAY CONCRETE WASHOUT PIT CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS SHEET INDEX MAP, GENERAL NOTES LEGEND, & PROJECT CONTACTS i WALNUT CREEK CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general P P compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. SHEET INDEX MAP ABBREVIATIONS: BBREVIATIONSRRUGATED CMP CORRUGATEDMETAL PIPE SCALE: 1"=600' LOD LIMITS OF DISTURBANCE SN STIFFNESS (PIPE) GENERAL NOTES: CB CATCH BASIN CI CURB INLET 1. CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, LOCATION AND MATERIAL OF ALL UNDERGROUND 20. CONTRACTOR SHALL PROVIDE BYPASS PUMPING EQUIPMENT AND APPURTENANCES TO REDIRECT CMF CONCRETE MONUMENT FOUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. PLANS WERE PREPARED WITH THE BEST FLOW AROUND EXISTING SANITARY SEWER LINES WHEN CONNECTING TO THE NEW MAIN. FLOW SHALL CO CLEAN-OUT AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE NOT BE RETURNED TO EXISTING SEWER UNTIL THE NEW SEWER LINE IS INSTALLED AND COMPLETELY CONC. CONCRETE FACT THAT THE 1-440 ROADWORK WAS ONGOING AT THE TIME OF DESIGN AND ACTUAL CONDITIONS BACKFILLED. CONTRACTOR WILL BE REQUIRED TO SUBMIT DETAILED TEMPORARY PIPE SUPPORT AND DB DEED BOOK MAY DIFFER FROM THOSE SHOWN ON THE PLANS. BYPASS PUMP PLAN FOR EACH PIPE TO BE SUPPORTED FOR APPROVAL BY THE OWNER AND PG PAGE 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION ENGINEER PRIOR TO IMPLEMENTATION. IF THE CONTRACTOR PREFERS TO REMOVE AND REPLACE THE DI DROP INLET MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS AND LIMITED SUBSURFACE UTILITY EXISTING PIPE, A DETAILED REHABILITATION AND REPLACEMENT PLAN MUST BE SUBMITTED FOR FES FLARED END SECTION INVESTIGATIONS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES APPROVAL BY OWNER AND ENGINEER WITH BYPASS PUMP PLAN. FFE FINISHED FLOOR ELEVATION AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES 21. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STORM DRAINAGE DURING CONSTRUCTION FHA FIRE HYDRANT ASSEMBLY MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND SUCH THAT PRE-EXISTING DRAINAGE CAPACITY IS CONTINUOUSLY PROVIDED. TEMPORARY STORM FH FIRE HYDRANT UTILITIES AND CABLES COULD CONFLICT WITH THE SEWER MAIN CONSTRUCTION AS SHOWN. BASINS, PIPES, AND PUMPS SHOULD BE USED IF NECESSARY. PERMANENT STORM DRAINAGE RCP REINFORCED CONC. PIPE CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ALL POTENTIAL CONFLICTS. STRUCTURES AND PIPES SHALL BE REPLACED AS SOON AS POSSIBLE. CPP CORRUGATED PLASTIC PIPE 3. THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT ANY UTILITIES, STRUCTURES, POWER 22. ALL STORM DRAINAGE TO BE REPLACED AT THE EXISTING ELEVATION AND LOCATIONS UNLESS PVC POLYVINYL CHLORIDE POLES, PIPE LINES AND CONDUITS WHICH MAY BE ENCOUNTERED DURING COMPLETION OF THE WORK NOTED OTHERWISE. FGP FIBERGLASS PIPE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL APPLY NECESSARY MEANS TO 23. SEWER SERVICES TO REMAIN ACTIVE AT ALL TIMES EXCEPT DURING CONNECTION OF SERVICE TO INV INVERT PROTECT THE EXISTING REUSE LINE WHILE INSTALLING GRAVITY SEWER AND MANHOLES. ANY NEW SEWER MAIN. COORDINATE ANY SERVICE INTERRUPTION WITH CORPUD AND OWNER/OCCUPANT. IE INVERT ELEVATION DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE 24. CONTRACTOR SHALL TAKE STEPS NECESSARY TO PROTECT EXISTING UTILITIES FROM DAMAGE IPF IRON PIPE FOUND CONTRACTOR OR UTILITY OWNER ( WHERE REQUIRED)TO THE SATISFACTION OF THE ENGINEER AT DURING BLASTING. MUCH OF THE CONSTRUCTION WILL OCCUR PARALLEL TO THE CORPUD'S EXISTING IRF PHMH IRON ROD FOUND PHONE MANHOLE THE CONTRACTOR'S EXPENSE. SEWER MAINS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGED UTILITIES, SPILLS, RR SPIKE RAILROAD SPIKE 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND CONTAMINATIONS, CLEANUP, VIOLATIONS, FINES, ETC. CAUSED BY CONSTRUCTION OF THIS PROJECT R/W MON RIGHT-OF-WAY MONUMENT SPECIFICATIONS AND COMPLY WITH THE CITY'S CURRENT HANDBOOK. (INCLUDING BLASTING). SDMH MANHOLE (STORM DRAIN) 5. CONTRACTOR SHALL REMOVE/RESET/REPLACE ALL DISTURBED MAILBOXES, SIGNS, PROPERTY IRONS, 25. CONTRACTOR MAY REMOVE TEMPORARY SLOPE DRAIN LINE TO INSTALL GRAVITY SEWER LINE. MH MANHOLE (SEWER) ETC. IN LIKE KIND OR BETTER CONDITION. COST INCURRED FOR THESE INCIDENTAL ITEMS SHALL BE TEMPORARY SLOPE DRAINS SHALL BE REINSTALLED BY THE END OF THE DAY THAT THEY ARE GTS GAS TEST STATION INCLUDED IN UNIT PRICE BID ITEMS. PROPERTY IRONS MUST BE REPLACED BY A N.C. PLS. REMOVED. TRANS TRANSFORMER 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PROCEDURES, PRACTICES, AND 26. PLAN AND PROFILE SHEET HORIZONTAL AND VERTICAL SCALES VARY BASED ON NEED FOR LARGER NCDOT NORTH CAROLINA DEPT. OF TRANS. METHODS OF CONSTRUCTION AS DICTATED BY THE CITY OF RALEIGH AND NORTH CAROLINA VIEWS IN SOME AREAS. CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE SCALES USED ON EACH BFE BASE FLOOD ELEVATION DEPARTMENT OF TRANSPORTATION. SHEET. (100 -YR FLOOD PLAIN) 7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 27. THE CONTRACTOR MUST OBTAIN A LANE/STREET CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES U.N.O. UNLESS NOTED OTHERWISE 8. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. THE CLOSURE OF CITY TRAVEL LANE/STREET FROM THE TRANSPORTATION OPERATIONS DIVISION. SYMBOLS: 9. CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE CONTACT TERRY PHINIZY AT (919-996-4035) 48 HOURS IN ADVANCE FOR LANE CLOSURES AND 4` DITCHES, CREEKS AND WATER COURSES DURING CONSTRUCTION. WEEKS IN ADVANCE FOR STREET CLOSURES. vo EXIST. FIRE HYDRANT 10. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RE -SEED, MULCHED AND TACK COAT APPLIED, 28. ON ALL OFFSET MANHOLE VENT STACKS, CONTRACTOR SHALL COORDINATE LOCATION OF THE VENT TO PRE -CONSTRUCTION LINE, GRADE, AND SHAPE UNLESS SHOWN OTHERWISE. w/OWNER'S FIELD REPRESENTATIVE PRIOR TO INSTALLAl10N. I�I PROP. FIRE HYDRANT ASS. 11. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND UNTIL A 29. SANITARY SEWER SERVICES CONNECTING TO NEW MANHOLES THAT ARE MORE THAN 24" ABOVE 19 GOOD STAND OF GRASS IS ESTABLISHED. SEE EROSION CONTROL DETAILS ON SHEETS D7, D8 AND CROWN OF NEW MAIN REQUIRE AN INSIDE DROP CONNECTION PER DETAIL SS -19. CROWN OF DROP WATER METER D9 FOR ADDITIONAL INFORMATION. WILL MATCH CROWN OF MAIN UNLESS OTHERWISE APPROVED. POTABLE WELL 12. CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING CONSTRUCTION. 30. CONTRACTOR SHALL NOT USE GREENWAY OUTSIDE DESIGNATED LIMITS OF CONSTRUCTION. CONTRACTOR TO COVER ASPHALT WITH SAND OR SCREENINGS PRIOR TO PLACEMENT OF EXCAVATED 31. PIPE CLASSES SPECIFIED ON THE PROFILES ARE THE REQUIRED MINIMUM AND FINAL PIPE CLASSES Q. MONITORING WELL MATERIAL ON PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY, UNLESS THE SECTION OF ROAD SHALL BE CONFIRMED BY THE PIPE MANUFACTURER. IS CLOSED TO TRAFFIC. FURTHER RESTRICTIONS OR PRECAUTIONS MAY BE INCLUDED IN THE 32. CONTRACTOR SHALL FIELD VERIFY ALIGNMENT AND ELEVATION OF EACH EXISTING SANITARY SEWER © CABLE TV PEDESTAL SPECIFICATIONS OR NCDOT ENCROACHMENT. LINE THAT INTERCONNECTS TO THE NEW SEWER MAIN(S) PRIOR TO RELEASING MANHOLES FOR 13. NO NEW SEWER SHALL BE LOCATED WITHIN A 25 FOOT RADIUS OF AN EXISTING PRIVATE POTABLE MANUFACTURE. ADVISE ENGINEER OF ANY DISCREPANCIES. SIGN WATER WELL OR 50' OF A PUBLIC/COMMMUNITY POTABLE WATER WELL. IF THE SEWER DESIGN 33. CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH PARKS & REC. DEPT. A MINIMUM OF 45 DAYS CONFLICTS WITH THIS RULE, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. CONTRACTOR PRIOR TO CONSTRUCTION AND COORDINATE GREENWAY DETOURS/CLOSURES WITH DEPT. STAFF. TBM TEMPORARY BENCH MARK SHALL NOT PROCEED WITH SEWER INSTALLATION IN AREA OF CONFLICT UNTIL DIRECTED TO DO SO 34. 100 -YR FLOOD ELEVATION INFORMATION INDICATED IN PIPE PROFILE AND USED FOR COMPLIANCE BY ENGINEER IN WRITING. TO FEMA FLOOD RULES IS BASED ON THE CURRENT FIRM 100 -YR BASE FLOOD ELEVATIONS. PS EXISTING PUMP STATION 14. THE COORDINATES SHOWN ARE GROUND COORDINATES LOCALIZED AROUND AN IRON ROD SET, 35. CONTRACTOR SHALL NOTIFY PSNC 48 HOURS IN ADVANCE OF ANY WORK BEING PERFORMED IN CONTROL POINT #31 WITH NC GRID COORDINATES OF N 728012.67 FEET, E 2129273.31 FEET (NAD PSNC RIGHT-OF-WAY. A PSNC REPRESENTATIVE MUST BE PRESENT DURING WORK PERFORMED IN 0 PHONE PEDESTAL 83-2011). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRTUAL REFERENCE STATION) GPS PSNC RIGHT-OF-WAY. USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83-2011 POSITIONS AND NAVD 36. SANITARY SEWER SERVICES AND LOCAL SEWER LINES SHALL BE EXTENDED AND CONNECTED TO O PP POWER POLE 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH NEW MANHOLES AT A GRADE THAT AVOIDS PENETRATING THE NEW STRUCTURE WITHIN 7" OF ANY CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99990709. JOINT BETWEEN PRECAST SECTIONS. LIGHT POLE ALL ELEVATIONS ARE BASED ON NAVD88 DATUM. ELEVATION OF McKIM & CREED CONTROL POINT 37. ALL GREENWAYS AFFECTED BY WORK SHALL BE REPLACED TO EXISTING CONDITIONS AND LOCATIONS #31 IS 188.79' (NAVD88). UNLESS NOTED OTHERWISE. CHECK DAM 15. ALL LAND DISTURBANCES SHALL BE MAINTAINED WITHIN THE PERMANENT AND TEMPORARY 38. RELOCATION OF FIBER OPTIC CONDUIT, CABLE AND JUNCTION BOXES AS SHOWN FOR RELOCATION EASEMENTS AS INDICATED ON THE PLANS. IF CONTRACTOR REQUIRES ADDITIONAL AREA FOR ON THE PLANS IS TO BE PAID FOR UNDER THE DRY UTILITIES RELOCATION ALLOWANCE IN THE BID wA ARC INLET FILTER CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY ENGINEER AS SOON AS POSSIBLE AND NOT FORM. THE CONTRACTOR SHALL COORDINATE RELOCATIONS WITH THE APPROPRIATE UTILITY OCCUPY ADDITIONAL AREA UNTIL THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS COMPANY. ALL OTHER DRY AND NON -FIBER OPTIC UTILITIES NOT SHOWN TO BE RELOCATED ON = TEMPORARY SLOPE DRAIN REVISED AND APPROVED BY NCDEQ. CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS AND TIME THE PLANS SHALL BE WORKED AROUND OR RELOCATED AS NECESSARY FOR CONSTRUCTION AT THE DELAYS ASSOCIATED WITH PERMIT MODIFICATION. CONTRACTOR'S EXPENSE. db SCOUR HOLE 16. REINFORCED SILT FENCE OUTLETS AND TIMBER MATS SHALL BE USED AT ALL STREAM AND DITCH 39. SITE PLAN AND UTILITY INFORMATION ASSOCIATED WITH "THE BLUFFS AT WALNUT CREEK" CROSSINGS. PROVIDE REINFORCED OUTLETS ALONG PERIMETER SILT FENCE IN LOW LYING AREAS DEVELOPMENT HAS BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE DEVELOPER AND EXIST. SANITARY SEWER MH AND AT SHARP ANGLE CHANGES LESS THAN 90 DEGREES. ALL TIMBER MATS MUST REMAIN IN THEIR ENGINEER. PLANS WERE PREPARED WITH THE BEST AVAILABLE INFORMATION AT THE TIME OF PLACE UNTIL CROSSING IS STABILIZED AS SHOWN ON THE PLANS. DESIGN. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE FACT THAT THE DEVELOPMENT WORK PROPOSED SANITARY SEWER MH 17. ALL INGRESS AND EGRESS TO PROJECT AREA OUTSIDE OF PAVED SURFACES MUST BE PERFORMED WAS ONGOING AT THE TIME OF DESIGN AND ACTUAL CONDITIONS MAY DIFFER FROM THOSE SHOWN THROUGH TEMPORARY CONSTRUCTION ENTRANCES. ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ALL POTENTIAL CONFLICTS EXIST. ARV MH 18. AT CHANNEL OR STREAM CROSSINGS CONTRACTOR SHALL PROVIDE RIP -RAP AS SHOWN. AT WITH THE SEWER MAIN CONSTRUCTION AS SHOWN. LOCATIONS NOT REQUIRING RIP -RAP CONTRACTOR SHALL PROVIDE APPROPRIATE TEMPORARY B-# BORING LOCATION GROUND COVER IMMEDIATELY FOLLOWING LAND DISTURBANCE OR UTILIZE BIODEGRADABLE STRAW ... BLANKET UNTIL GROUND COVER CAN BE ESTABLISHED. (�� CURB INLET PROTECTION 19. CREEK CROSSINGS AND DITCHES REQUIRING RIP -RAP SHALL HAVE THE RIP -RAP PLACED WITHIN24-HOURS OF PIPE INSTALLATION IN THAT AREA. ® STONE RELIEF OUTLET DESCRIP11ONS REVIISIONS �11fSlilill�l SEAL CARO '.o�•- - L A T \A" jp.'&O Iry� l}'� � �MC1<19\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn C1 C12 STREAM S10,000 PROPOSED TBM BENCH TIE IN 22" OAK ELEV=195.13' TBM BENCH TIE IN 10" SEEETGUM ELEV=197.93' MCH TIE IN 15" OAK V=210.92' C12 C TIE IN 15" ,RE ELEV=1 A � PROPOSED STAGING AND LAYDOWN AREA C1 c z 03 10, \\ 0 Yigjl� MICROTUNNEL // J WALNUT I I I I n STREAM S11,000 CREEK �j \ PROPOSED TEMP. CONST. INVERTED SIPHON �.� ACCESS ROUTE SOFTBALL T'M RR SPIKE IN 15" OAK COMPLEX ELEV=206.95' LINETYPES: LEGEND EXIST. CREEK OR DITCH PROJECT CONTACT INFORMATION: PARCEL BOUNDARY 1. OWNER: CITY OF RALEIGH PUBLIC UTILITIES DEPT. CONSTRUCTION PROJECT ADMINISTRATOR - - - - - PROPOSED EASEMENT ED STEMPIEN, PE EXISTING EASEMENT ONE EXCHANGE PLAZA, SUITE 620 RALEIGH, NC 27601 0 o FENCE PHONE: (919) 996-3490 FM EXIST. FORCE MAIN 2. ENGINEER: W EXIST. WATER LINE McKIM & CREED, INC. RU EXIST. REUSE WATER LINE PROJECT ENGINEER - BEN LATINO, PE 1730 VARSITY DRIVE, SUITE 500 G EXIST. GAS LINE RALEIGH, NC 27606 x EXIST. WATER VALVE PHONE: (919) 233-8091 EXIST. GAS VALVE 3. CITY OF RALEIGH PARKS AND REC. EXIST. OVERHEAD ELEC. LISA POTTS OHE EL=100.0' 222 W. HARGETT ST. - - - - - - - EXIST. SANITARY SEWER INTERCEPTOR RALEIGH, NC 27601 EXIST. SANITARY SEWER PHONE: (919) 996-4785 TPF TREE PROTECTION FENCE 4. NCDOT - DISTRICT OFFICE (DISTRICT 1) SF SILT FENCE REID ELMORE, DISTRICT ENGINEER 4009 DISTRICT DRIVE SSF TEMPORARY SILT FENCE RALEIGH, NC 27607 IN HIGH HAZARD AREAS PHONE: (919) 733-3213 SF/TPF COMBINATION SILT FENCE/ TREE PROTECTION FENCE 5. DUKE ENERGY PROGRESS ____L0D- LIMITS OF DISTURBANCE a. DISTRIBUTION: WANDA BONCHEK -R/W- RIGHT-OF-WAY PHONE: (919) 431-4721 � �; �,, EXISTING TREE LINE b. TRANSMISSION: CLEARING LIMITS BRUCE PAIT Z1 NEUSE RIPARIAN BUFFER ZONE 1 BOUNDARY PHONE: (919) 329-5928 Z2 NEUSE RIPARIAN BUFFER ZONE 2 BOUNDARY 6. AT&T 100 FP 100 -YEAR FLOODPLAIN BOUNDARY RJ VANSTEENBURGEN HOMER MARONIA 5715 GLEN WOOD AVE. TOP OF BANK STREAM TOP OF BANK RALEIGH NC, 27612 WETLANDS PHONE: (919) 785-7767 (919) 638-1798 EXISTING RIP -RAP 7. TIME WARNER EXISTING EOP (EDGE OF PAVEMENT) DALE RADFORD 1100 PERIMETER PARK DR, SUITE 118 EXISTING BUILDING MORRISVILLE, NC 27560 PHONE: (919) 573-7055 °o°°0- 0p°°p°°p°o° TEMPORARY CONSTRUCTION ENTRANCE 8. PSNC TEMPORARY STRAW W/NET LINER FRANCIS GRIMSLEY ■ ■ SEDIMENT TRENCH PHONE: (919) 367-2714 (OFFICE) TEMPORARY DIVERSION DITCH PHONE: (919) 819-9932 (CELL) EMAIL: FGRIMSLEY©SCANA.COM RIP RAP SPILLWAY CONCRETE WASHOUT PIT CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS SHEET INDEX MAP, GENERAL NOTES LEGEND, & PROJECT CONTACTS i WALNUT CREEK CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general P P compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER G2 HORIZONTAL: DRAWING NUMBER 1"=600' VERTICAL: G2 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON I GENERAL: G1 TITLE SHEET G2 SHEET INDEX MAP, GENERAL NOTES, LEGEND, & PROJECT CONTACTS G3 SHEET INDEX & DETAIL INDEX G4 MANHOLE SCHEDULE G5 PARCEL IDENTIFICATION SCHEDULE SHEET 1 OF 2 G6 PARCEL IDENTIFICATION SCHEDULE SHEET 2 OF 2 CIVI L: C1 72" SANITARY SEWER STA. 1+13± TO STA. 12+00 Trench Bottom Detail for Ductile Iron Potable Water C2 72" SANITARY SEWER STA. 12+00 TO STA. 24+00 CLW, JSL C3 72" SANITARY SEWER STA. 24+00 TO STA. 36+00 SS -3 C4 72" SANITARY SEWER STA. 36+00 TO STA. 48+00 Concrete Encasement Detail at Stream Crossing C5 72" SANITARY SEWER STA. 48+00 TO STA. 60+00 D13 - Storm Drain Details C6 72" SANITARY SEWER STA. 60+00 TO STA. 72+00 SS -7 C7 72" SANITARY SEWER STA. 72+00 TO STA. 84+00 Fire Hydrant Installation Detail C8 72" SANITARY SEWER STA. 84+00 TO STA. 96+00 C9 72" & 66" SANITARY SEWER STA. 96+00 TO STA. 108+00 Precast Sanitary Sewer Manholes (4', S& 6' Diameter) With Vents C10 66" SANITARY SEWER STA. 108+00 TO STA. 120+00 D14 - Storm Drain Details C11 66" SANITARY SEWER STA. 120+00 TO STA. 132+00 SS -11 C12 66" SANITARY SEWER STA. 132+00 TO STA. 143+00 Manhole Frame w/ Cam Lock Cover in Easements C13 66" SANITARY SEWER AND EX. 48" SANITARY SEWER D3 - Sanitary Sewer Details Temporary Seeding Schedule STA. 143+00 TO STA. 151+50 (66") Manhole Frame and Cover In Paved Surfaces SS -14 STA. 1+00 TO STA. 1+0,3.67± (EX. 48") SS -15 C14 66" SANITARY SEWER STA. 151+50 TO STA. 163+50 SS -17 C15 66" SANITARY SEWER STA. 163+50 TO STA. 169+55± Sanitary Sewer Pipe Thru Manhole Detail C15A 72" SANITARY SEWER ENLARGED PLAN STA. 25+00 TO STA. 30+50 C16 72" SANITARY SEWER ENLARGED PLAN STA. 56+00 TO STA. 61+50 C17 72" SANITARY SEWER ENLARGED PLAN STA. 61+50 TO STA. 67+50 C18 72" SANITARY SEWER ENLARGED PLAN STA. 67+50 TO STA. 73+00 C19 72" SANITARY SEWER ENLARGED PLAN STA. 73+00 TO STA. 79+00 C20 72" SANITARY SEWER ENLARGED PLAN STA. 79+00 TO STA. 85+00 C21 STORM PIPE CROSSINGS Standard Utility Marker for Sewer Main in Easement SS -25 C22 STORM PIPE CROSSINGS EC -17 C23 STORM PIPE CROSSINGS SECTION VIEWS Scour Hole C23A STORM PIPE CROSSINGS SECTION DETAILS Sediment Trench EC -20 C24 LOCAL SEWER PLANS AND PROFILES Standard Reuse Air Release Valve C25 LOCAL SEWER PLAN AND PROFILES Standard Manhole Cover R-15 C26 MAYBROOK DRIVE EXTENSION — GRADING AND SEDIMENT & EROSION CONTROL PLAN SWP-2 Coffer Dam Detail C27 UTILITY RELOCATIONS Temporary Pump Around Detail SWP-4 C28 MAYBROOK DRIVE EXTENSION — STA. 10+00 TO STA. 15+30 Anti -Seep Collar Detail C29 MAYBROOK DRIVE EXTENSION — TRAFFIC AND SIGNAGE PLAN Rip -Rap Placement Detail C30 MAYBROOK DRIVE EXTENSION — TRAFFIC CONTROL DETAILS Wattle Detail C31 MAYBROOK DRIVE EXTENSION — SEDIMENT & EROSION CONTROL DETAILS MECHANICAL M1 MECHANICAL — SIPHON OUTLET STRUCTURE M2 MECHANICAL — SIPHON INLET STRUCTURE M3 MECHANICAL — EXISTING STRUCTURES JUNCTION BOX #1 & #2 AND SIPHON BOX #1 & #2 OVERALL PLAN M4 MECHANICAL — EXISTING JUNCTION BOX #1 PLAN AND SECTION M5 MECHANICAL — EXISTING JUNCTION BOX #2 & SIPHON BOX #2 PLANS AND SECTIONS STRUCTURAL S1 72" SANITARY SEWER AERIAL PIPE SUPPORT CONSTRUCTION ACCESS & TRAFFIC CONTROL: TC1 CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN TC2 BARWELL ROAD CONSTRUCTION ACCESS AND LAYDOWN/STAGING AREA TC3 LAKE TROUT LANE, TATTEN HOE COURT, AND VINTAGE ROAD CROSSING TC4 TEABROOK LN. AND TRESTLEWOOD LN. CROSSING TC5 MAYBROOK DRIVE, FIELDCROSS CT., NORTHPINES DR., DRUM INLET PL., PRONHORN LN., LOCKWOOD FOLLY LN., AND BRIGHTWELL LN. TC6 MAYBROOK DRIVE EXTENSION & MAYBROOK CROSSING DR. TC7 NEW HOPE ROAD CONSTRUCTION ACCESS TC8 GREENWAY CLOSURE—NEW HOPE RD. CONSTRUCTION ACCESS & STAGING—MAYBROOK CROSSING DR. TC9 GREENWAY CONNECTOR CLOSURES AT 1440/WALNUT CREEK AMPHITHEATER TC10 WALNUT CREEK SOFTBALL COMPLEX CONSTRUCTION STAGING AND ACCESS VIA SUNNYBROOK ROAD TC11 VINTAGE ROAD, TRESTLEWOOD LANE, TEABROOK COURT AND NEW HOPE ROAD CLOSURE DETOUR ROUTES TC12 DETOUR ROUTES TC13 DETAILS TC14 DETAILS DESCRIP11ONS SEAL DETAILS: D1 SANITARY SEWER DETAILS 1 OF 4 D2 SANITARY SEWER DETAILS 2 OF 4 D3 SANITARY SEWER DETAILS 3 OF 4 D4 SANITARY SEWER DETAILS 4 OF 4 D5 POTABLE WATER DETAILS 1 OF 2 D6 POTABLE WATER DETAILS 2 OF 2 D7 EROSION CONTROL DETAILS 1 OF 3 D8 EROSION CONTROL DETAILS 2 OF 3 D9 EROSION CONTROL DETAILS 3 OF 3 D10 SURFACE WATER PROTECTION DETAILS D11 ROADWAY DETAILS D12 ROADWAY AND GREENWAY DETAILS D13 STORM DRAIN DETAILS 1 OF 2 D14 STORM DRAIN DETAILS 2 OF 2 D15 CONSTRUCTION DETAILS D16 REUSE WATER DETAILS 1 OF 3 D17 REUSE WATER DETAILS 2 OF 3 D18 REUSE WATER DETAILS 3 OF 3 DETAIL INDEX: Detail Sheet and Title Detail Description Detail Number D1 - Sanitary Sewer Details Trench Bottom Detail for Ductile Iron Potable Water PW -1 DESIGNED Trench Bottom and Backfill Detail for Ductile Iron and Concrete Pipe (Sanitary Sewer) SS -1 CLW, JSL Typical Trench Bottom and Backfill Detail for Fiberglass Reinforced Pipe (Sanitary Sewer) SS -2 Typical Trench Bottom and Backfill Detail for PVC SS -3 Concrete Encasement Detail at Utility Line Crossing SS -4 Concrete Encasement Detail at Stream Crossing SS -5.1 Concrete Encasement Detail at Stream Crossing SS -5.2 D13 - Storm Drain Details Precast Sanitary Sewer Manhole (T -Style ) Detail SS -6 D6 - Potable Water Details Manhole Riser Sealing Detail SS -7 Thrust Collar Detail SS -8 Fire Hydrant Installation Detail PW -8 D2 - Sanitary Sewer Details Valve Box Cover Detail PW -9 Precast Sanitary Sewer Manholes (4', S& 6' Diameter) Without Vent Pipe SS -8.1 Precast Sanitary Sewer Manholes (4', S& 6' Diameter) With Vents SS -8.2 Precast Sanitary Sewer Manholes (8', 10' and 12' Diameter) SS -9 D14 - Storm Drain Details Extended Base or Cast -in -Place Reinforced Concrete Base SS -10 D7 - Erosion Control Details Precast Manhole Installation Over Existing Pipe Detail SS -11 Standard Manhole Cover in Road Right -of -Way SS -12 Manhole Frame w/ Cam Lock Cover in Easements SS -13 Seedbed Preparation EC -2 D3 - Sanitary Sewer Details Temporary Seeding Schedule EC -3 D15 - Construction Details Manhole Frame and Cover In Paved Surfaces SS -14 Slip Resistant Manhole Step Detail SS -15 Manhole Vent and Support Detail SS -16 D8- Erosion Control Details Offset Vent Detail SS -17 Outside Drop Installation Detail for Round Manholes SS -18 Sanitary Sewer Pipe Thru Manhole Detail SS -18A D16 - Reuse Water Details Inside Drop for Sanitary Sewer Service SS -19 Sanitary Sewer Service Manhole Tap Detail SS -20 Temporary Stabilization for Slopes Greater than 10 Feet EC -10 D4 - Sanitary Sewer Details Stone Relief Outlet Detail EC -11 Gravity Sewer Main Tracer Wire and Manhole Marker SS -20A Typical Sanitary Sewer Lateral Tracer Wire SS -20B Sanitary Sewer Lateral Connection Detail SS -21 D9 - Erosion Control Details Lateral Saddle Installation Details SS -22 D17 - Reuse Water Details Sanitary Sewer Protection During Construction SS -23 Typical Sewer Point Repair SS -24 Standard Utility Marker for Sewer Main in Easement SS -25 Temporary Diversion Ditch EC -17 SEAL 1A CARO 4, Q%o�.ssr�,�f 4 - ZZ ref 4/� v v MCICM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn DETAIL INDEX CONTINUED: D5 - Potable Water Details JANUARY 2016 MCE PROJ. # 0592-0046 Trench Bottom Detail for Ductile Iron Potable Water PW -1 DESIGNED Thrust Blocking Views PW -2 CLW, JSL Concrete Thrust Block Schedule PW -3 Valve Box Installation and Extension Detail PW -4 3/4" & 1" Water Service Installation Detail PW -5 Water Meter Box Detail PW -6 Std. Water Air Release Valve PW -6A D13 - Storm Drain Details D6 - Potable Water Details Trench Bottom Detail for Storm Drainage Pipe SD -1 Fire Hydrant Assembly Detail PW -7 Fire Hydrant Installation Detail PW -8 Valve Box Cover Detail PW -9 Thrust Collar Design Data for Water Mains PW -10 Standard Capping Detail PW -11 New to Exist. Water Main Tie-in PW -12 D14 - Storm Drain Details D7 - Erosion Control Details Standard Drop Inlet Detail SD -5 Erosion Control Construction Sequence EC -1.1 Erosion Control Notes EC -1.2 Seedbed Preparation EC -2 Temporary Seeding Schedule EC -3 D15 - Construction Details Permanent Seeding Schedule EC -4 Temporary Construction Entrance EC -5 Temporary Construction Fence w/ Std. Posts CS -2 D8- Erosion Control Details Construction Access Entrance/Exit Control Gate CS -3 Temporary Silt/Tree Protection Fence EC -6 Temporary Silt Fence EC -7 D16 - Reuse Water Details Temporary Silt Fence for High Hazard Areas EC -8 Stone Check Dam EC -9 Temporary Stabilization for Slopes Greater than 10 Feet EC -10 Stone Relief Outlet Detail EC -11 Arc Filter Basin Detail EC -12 Concrete Washout Area Detail EC -13 Thrust Blocking Design Quantity Table R-7 D9 - Erosion Control Details D17 - Reuse Water Details Typical Straw with Net Lining Detail EC -14 Hardware Cloth & Gravel Inlet Protection EC -15 Silt Fencing Layout at Tunnel Locations EC -16 Temporary Diversion Ditch EC -17 Temporary Slope Drain EC -18 Scour Hole EC -19 Sediment Trench EC -20 D18 - Reuse Water Details Standard Tree Protection Detail EC -21 Standard Reuse Air Release Valve R-14 D10 - Surface Water Protection Details Standard Manhole Cover R-15 Temporary Stream Crossing Layout SWP-1 Woodmat Temporary Crossing Detail SWP-2 Coffer Dam Detail SWP-3 Temporary Pump Around Detail SWP-4 Temporary Wetland Crossing SWP-5 Anti -Seep Collar Detail SWP-6 Rip -Rap Placement Detail SWP-7 Wattle Detail SWP-8 D11 - Roadway Details Pavement Repair On NCDOT Roads Detail RW -1 Concrete Sidewalk Replacement Detail RW -2 Concrete Curb and Gutter Replacement Details RW -3 Driveway and Sidewalk Detail RW -4.1 Driveway and Sidewalk Detail RW -4.2 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS DETAIL INDEX CONTINUED: D12 - Roadway and Greenway Details JANUARY 2016 MCE PROJ. # 0592-0046 Driveway Grades RW -5 DESIGNED 27' Roadway Replacement RW -6 CLW, JSL 31' Roadway Repacement RW -7 36' Roadway Replacement RW -8 41' Roadway Replacement RW -9 Asphalt Greeenway Trail Replacement Detail GW -1 D13 - Storm Drain Details Trench Bottom Detail for Storm Drainage Pipe SD -1 Standard Catch Basin Detail SD -2.1 Double Width Catch Basin Detail SD -2.2 Yard Inlet Detail SD -3 Storm Manhole Detail SD -4.1 Standard Storm Drain Manhole Cover SD -4.2 D14 - Storm Drain Details Standard Drop Inlet Detail SD -5 Catch Basin Castings SD -6.1 Bolted Cover Assembly SD -6.2 Standard Drop Inlet Casting SD -7 D15 - Construction Details Temporary Security Fencing CS -1 Temporary Construction Fence w/ Std. Posts CS -2 Construction Access Entrance/Exit Control Gate CS -3 Restrained Joint Table CS -4 D16 - Reuse Water Details Trench Bottom Dimensions & Backfilling Requirements for DI Reuse Mains R-3 Thrust Blocking Design Data for DI Reuse Mains R -4A Thrust Blocking Design Data for DI Reuse Mains R-413 Standard Thrust Blocking Views R-5 Thrust Blocking Design Quantity Table R-6 Thrust Blocking Design Quantity Table R-7 D17 - Reuse Water Details Standard Main & Valve Markers for Reuse Water in Easements R-9 4"-24" Standard Tapping Sleeve and Valve Assembly R-10 Valve Restraint at Tees and Crosses for Lines (4"-24") R-11 Reclaimed Water Valve and Box Installation R-12 Standard Valve Box (for Reclaimed Water) R-13 D18 - Reuse Water Details Standard Reuse Air Release Valve R-14 Standard Manhole Cover R-15 SHEET INDEX & DETAIL INDEX CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER G3 DRAWING NUMBER G3 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON MANHOLE TABLE MH # NORTHING EASTING HEIGHT SIZE JUNCTION BOX #3 730725.97 2125684.28 14.0 POLYMER BOX JUNCTION BOX #4 731087.22 2124339.14 14.5 POLYMER BOX LS MH #1 729937.40 2132078.77 17.8 4' 0 LS MH #2 729949.39 2132105.67 11.2 4' 0 LS MH #3 729937.18 2132096.83 16.1 4' 0 LS MH #4 731250.91 2124910.84 4.9 4' 0 LS MH #5 728668.34 2130052.15 5.4 4' 0 LS MH #6 728675.25 2130131.28 10.0 4' 0 LS MH #7 728682.94 2130219.44 7.6 4' 0 LS MH #8 728647.43 2130053.97 6.2 4' 0 LS MH #9 728654.44 2130133.09 10.1 4' 0 LS MH #10 728679.06 2130416.63 7.2 4' 0 LS MH #11 730401.27 2125763.54 12.1 4' 0 MH #1 728554.16 2137207.31 12.0 12'0 POLYMER MH #2 728544.19 2136886.21 10.0 T -BASE MH #3 728823.30 2136533.26 10.0 T -BASE MH #4 729045.15 2136253.58 10.0 T -BASE MH #5 729136.15 2135726.08 14.0 T -BASE MH #6 729189.23 2135129.44 10.9 T -BASE MH #7 729207.58 2134923.09 16.0 T -BASE MH #8 729263.25 2134796.17 13.8 12'0 MH #9 729406.17 2134495.72 12.0 T -BASE MH #10 729569.04 2134095.40 14.0 T -BASE MH #11 729881.95 2133835.50 11.8 T -BASE MH #12 729828.28 2133413.26 12.0 T -BASE MH #13 729801.65 2133203.74 9.6 T -BASE MH #14 729773.69 2132714.23 12.0 T -BASE MH #15 729768.82 2132556.13 14.0 12'0 POLYMER MH #16 729882.16 2132114.34 18.1 T -BASE MH #17 729617.34 2131897.83 15.0 T -BASE MH #18 729282.71 2131624.26 14.4 T -BASE MH #19 728881.71 2131313.12 13.7 T -BASE MH #20 728759.13 2131193.37 17.9 T -BASE DESCRIP11ONS MANHOLE TABLE MH # NORTHING EASTING HEIGHT SIZE MH #21 728732.14 2131078.92 20.5 T -BASE MH #22 728702.84 2130579.92 12.9 12'0 MH #22A 728671.48 2130220.40 12.3 T -BASE MH #23 728654.34 2130023.82 22.8 T -BASE MH #24 728351.73 2129546.09 18.0 T -BASE MH #25 728093.87 2129144.21 15.5 T -BASE MH #26 727806.75 2128818.59 12.0 T -BASE MH #27 727598.29 2128570.15 16.1 12'0 POLYMER MH #28 727761.53 2128106.15 14.0 T -BASE MH #29 727875.30 2127782.77 17.5 T -BASE MH #30 728082.12 2127219.55 16.0 10'0 MH #31 728509.25 2127147.67 12.0 T -BASE MH #32 728682.08 2126988.53 12.0 T -BASE MH #33 728953.02 2126739.06 12.0 10'0 MH #34 729211.23 2126501.30 10.0 T -BASE MH #35 729426.51 2126286.89 10.7 10'0 MH #36 729700.77 2126288.57 10.0 T -BASE MH #37 729897.50 2126381.65 12.0 T -BASE MH #38 729930.46 2126371.55 12.0 T -BASE MH #39 730082.80 2126083.41 12.0 T -BASE MH #40 730266.70 2125736.94 20.0 T -BASE MH #41 730718.24 2125646.32 12.0 10'0 POLYMER MH #41 A 730756.02 2125678.16 6.3 10'0 POLYMER MH #42 730732.95 2125718.56 16.0 10'0 POLYMER MH #43 730867.16 2125749.29 26.0 T -BASE MH #44 731354.51 2125561.45 26.0 T -BASE MH #45 731115.08 2124918.72 13.5 T -BASE MH #46 731105.51 2124303.09 10.7 10'0 POLYMER MH #47 731107.20 2124338.18 10.8 10'0 POLYMER MH #48 731058.39 2124340.52 10.0 10'0 SIPHON INLET STRUCTURE 731129.04 2124956.21 13.5 POLYMER BOX SIPHON OUTLET STRUCTURE 731297.80 2125409.18 13.5 POLYMER BOX MANHOLE SCHEDULE SEAL SEAL CARO 4 - ref 4/� v v McICM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS MANHOLE SCHEDULE CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE r M&C FILE NUMBER HORIZONTAL: NA VERTICAL: NA DRAWING NUMBER G4 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON PARCEL ID NO. PIN NUMBER OWNER ADDRESS NO. 1 ADDRESS NO. 2 ADDRESS NO. 3 DEED BOOK DEED PAGE 1 1732780525 WOODARD, LEAMON HEIRS 5133 GRASSHOPPER RD RALEIGH NC 27610-9396 01503 000852 00-E- 2 1732680665 ALMUS JACKSON JEFFREYS JR REVOCABLE TRUST ALMUS JACKSON JEFFREYS JR TRUSTEE 6004 POOLE RD RALEIGH NC 27610-4525 015350 02039 3 1732587444 ALMUS JACKSON JEFFREYS JR REVOCABLE TRUST ALMUS JACKSON JEFFREYS JR TRUSTEE 6004 POOLE RD RALEIGH INC 27610-4525 015350 02043 4 1732584766 JEFFREYS, A J III JEFFREYS, CHRISTY D 5822 POOLE RD RALEIGH NC 27610-4522 NANCE, BRENDA S 006178 00405 5 1732592042 MARTIN, CHARLES EUGENE MARTIN, BARBARA P 3105 HODGE RD KNIGHTDALE NC 27545-8701 5417 TRESTLEWO0D LN 007200 00610 6 1732488459 HJ MORRIS CONST INC 1708 TRAWICK RD STE 209 RALEIGH NC 27604-3897 RALEIGH INC 27610-4570 006846 00814 7 1732590007 THIANI, ANN W 2129 LAKE TROUT LN RALEIGH NC 27610-5564 004713 009750 01774 8 1732499176 WILLIAMS, CARLOS LAMONT 2125 LAKE TROUT LN RALEIGH NC 27610-5564 00759 008059 02001 9 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149 1732184740 LAUREANO, AUDREY 2321 LOCKWOOD FOLLY LN RALEIGH INC 27610-6528 008817 01205 150 1732183696 MCGIRT, ORAL L 2317 LOCKWOOD FOLLY LN RALEIGH NC 27610-6528 009261 02765 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PARCEL IDENTIFICATION SCHEDULE SHEET 1 OF 2 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. 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160 1732184827 GOODSON, PATRICIA D 2105 MAYBROOK DR RALEIGH NC 27610-6507 007434 00024 161 1732184956 DIXON, JERMIAH 5400 DRUM INLET PL RALEIGH NC 27610-6523 015582 00830 162 1732193016 MILLS, LONNIE MILLS, DONNA 2100 MAYBROOK DR RALEIGH NC 27610-6506 008482 02378 163 1732182957 ARRINGTON, PEGGY M 2104 MAYBROOK DR RALEIGH NC 27610-6506 013910 00569 164 1732182901 FORD, RALPH A 2108 MAYBROOK DR RALEIGH INC 27610-6506 007268 00837 165 1732181846 LASSITER, DERWIN D LASSITER, TARA L 2112 MAYBROOK DR RALEIGH NC 27610-6506 012655 02640 166 1732192143 LASSITER, ETHYLNN A 5332 PRONGHORN LN RALEIGH NC 27610-4596 012456 01701 167 1732191057 BENNETT, WILLIAM L 5424 MILROY LN RALEIGH NC 27610-6502 006955 00052 168 1732190083 SECRETARY OF HOUSING AND URBAN DEVELOPMENT 4400 WILL ROGERS PKWYSTE 300 OKLAHOMA CITY OK 73108 015796 00094 169 1732180919 LAVENDER, DENESE DARCEL 5416 MILROY LN RALEIGH INC 27610-6502 005523 00373 170 1732089926 WARDEN, DEREK 5412 MILROY LN RALEIGH NC 27610-6502 011286 00192 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RALEIGH NC 27610-6522 009651 00151 182 1732088664 ALPHA HAVEN LLC 105 OAKWOOD DR WAKE FOREST NC 27587-9757 014959 02252 183 1732087694 HOOKER, GARY L SR HOOKER, LISA R PO BOX 19457 RALEIGH NC 27619-9457 012902 00734 184 1732087634 GRANT, ELVIN W GRANT, ELEANOR H 103 HARDING PL GOLDSBORO NC 27534-9100 007419 00344 185 1732086663 SULLIVAN, JOHNEL SULLIVAN, SUSAN 1028 LUMINARY LN WILLOW SPRING NC 27592-8619 014317 01445 186 1732089521 THORPE, LILLIE A 2237 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 011658 02259 187 1732088560 SANDERS, WILLIE SANDERS, HELEN 2233 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 007682 00038 188 1732087590 KNOX, KYLA D 2229 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 012394 01656 189 1732087520 BOUTTE, KEVIN BOUTTE, DENISE J 7301 DARNOCH WAY WEST HILLS CA 91307-1336 012182 01276 190 1732086554 WALKER, JOSEPHINE J 2213 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 007628 00173 191 1732085692 KALEJAIYE, ENITAN A KALEJAIYE, BIMBOLA A 2225 MAYBROOK DR RALEIGH NC 27610-6522 007513 00326 192 1732085891 MASSEN BURG, CHARLES F MASSENBURG, CYNTHIA L 2220 MAYBROOK DR RALEIGH NC 27610-6521 007019 00446 193 1732086923 BROWN, GAIL D 2109 BRIGHTWELL LN RALEIGH NC 27610-6518 008983 02754 194 1732084807 DIXON, RODNEY E DIXON, CHRISTAL K 2112 BRIGHTWELL LN RALEIGH INC 27610-6517 006880 00130 195 1732084717 HUNTER, CHRISTINA 2116 BRIGHTWELL LN RALEIGH NC 27610-6517 011087 00210 196 1732084652 THOMAS-MANUEL, DEAN NE MAN UEL, LEE 0 JR 2200 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 013616 01903 197 1732084555 BARRON, DENNIS W BARRON, JOYCE W 2204 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 008331 01211 198 1732084590 MERCER, ASIA L 2208 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 011705 01949 199 1732083541 MORANO, ANTOIN ETTE PO BOX 457 WAKE FOREST NC 27588-0457 015742 01205 200 1732081591 CRUSE, KAREENA 2220 VIOLET BLUFF CT RALEIGH NC 27610-3151 012778 00464 201 1732081571 CAPPY, GARY MELENDEZ, MIRIAM 5429 TRESTLEWO0D LN RALEIGH NC 27610-4570 014658 02710 202 1732081550 SMITH, SONJI ADELE 2224 VIOLET BLUFF CT RALEIGH NC 27610-3151 008424 00393 203 1732081530 SNIPES, PHYLLIS LEARY 5925 SANDPIPER FARM LN WENDELL NC 27591-9724 008527 00296 204 1732081510 CAGE, FRANCES J 2228 VIOLET BLUFF CT RALEIGH INC 27610-3151 008427 02014 205 1732080590 HORTON, SUSAN MAE 2230 VIOLET BLUFF CT RALEIGH NC 27610-3151 008466 01296 206 1732080489 NGUYEN, TIEN 110 CUPOLA CHASE WAY CARY NC 27519-5537 015298 01419 207 1732080469 HOOKER, GARY L SR HOOKER, LISA R PO BOX 19457 RALEIGH NC 27619-9457 012902 00734 208 1732080419 RILEY, ELVIRA K 2240 VIOLET BLUFF CT RALEIGH NC 27610-3151 013241 00735 209 1722989498 ABRAHA, MUSSIE GHEMAI 2242 VIOLET BLUFF CT RALEIGH INC 27610-3151 014903 01181 210 1722989478 REID, CYNTHIA D 2244VIOLET BLUFF CT RALEIGH INC 27610-3151 012175 02450 211 1722989457 WILLIAMS, JOHN DANIEL 2246 VIOLET BLUFF CT RALEIGH NC 27610-3151 008876 00623 212 1722989437 GARRETT, MICHAEL A 2248 VIOLET BLUFF CT RALEIGH NC 27610-3151 008728 00848 213 1732081472 WALNUT BLUFFS HOMEOWNERS ASSOC INC 121 DUNEDIN CT CARY INC 27511-6405 008189 00858 214 1732083660 LICONA, ELIN E 2305 MAYBROOK DR RALEIGH INC 27610-6550 015743 01382 215 1732082660 GRADIZ, REYNA 2309 MAYBROOK DR RALEIGH INC 27610-6550 008354 00317 216 1732082509 LEACH, BARBARA TAYLOR 2313 MAYBROOK DR RALEIGH NC 27610-6550 008323 01118 217 1732081548 COOPER, SANDRA R 2317 MAYBROOK DR RALEIGH NC 27610-6550 008300 02193 218 1732080588 JONES, DARRON TIMOTHYJONES, VALERIE Y 2321 MAYBROOK DR RALEIGH NC 27610-6550 008292 00999 219 1732080518 MORGAN, CHRISTINA 2325 MAYBROOK DR RALEIGH INC 27610-6550 011579 00046 220 1732082765 VALADEZ, DAVID VARGAS 2308 MAYBROOK DR RALEIGH INC 27610-6548 014014 01667 221 1732081775 MORALES, JOSE A 2312 MAYBROOK DR RALEIGH NC 27610-6548 013049 01217 222 1732080784 JACOBS, THOMAS W JR 2320 MAYBROOK DR RALEIGH NC 27610-6548 008631 00246 223 1732080713 SAITO, HIDETO 11813 ELLICE ST MALIBU CA 90265-2227 015718 02152 224 1732081882 CUNNINGHAM, CARLOS E II 2131 WALNUT BLUFFS LN RALEIGH INC 27610-6552 012548 01283 225 1732081894 WEBSTER, IRWIN 1293 SUSSEX RD TEANECK NJ 07666-2805 015617 00243 226 1732081896 NEWTON, LATORIAL SHERRELL 2127 WALNUT BLUFFS LN RALEIGH NC 27610-6552 011235 00270 227 1732082808 WHITAKER, CHRISTOPHER L 2125 WALNUT BLUFFS LN RALEIGH NC 27610-6552 013061 01700 228 1732080851 PUTZ, HERBERT K 6019 STRATTON PL RALEIGH NC 27609-3637 009274 02427 229 1732080853 PUTZ, HERBERT K 6019 STRATTON PL RALEIGH INC 27609-3637 009274 02447 230 1732080854 NICHOLS, STACY M 2130 WALNUT BLUFFS LN RALEIGH INC 27610-6549 012689 01060 231 1732082918 WALNUT BLUFFS HOMEWONERS 121 DUNEDIN CT CARY NC 27511-6405 010959 01769 232 1732090150 BROWN, WILLIAM J BROWN, ROBERT H 266 KELSO CT CARY INC 27511-6549 000167 00-E- 233 1722985086 BROWN, ROBERT H 5609 POOLE RD RALEIGH NC 27610-3124 2966 315 234 1722972480 BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 2966 313 235 1 17228860571 PEDCOR INVESTMENTS-2013-CXXXIX LP PO BOX 574 CARMEL IN 46082-0574 16208 1614 SEAL DESCRIP11ONS v v MCICM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 236 1 1722879513 MAYBROOK CROSSINGS HOMEOWNERS ASSOCIATION INC PO BOX 26268 RALEIGH INC 27611-6268 16177 1044 237 1722870413 PEDCOR INVESTMENTS-2013-CXXXIX LP PO BOX 574 CARMEL IN 46082-0574 16208 1614 238 1722788048 BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 011276 01121 239 1722785262 LONG, DAVID JR LONG, NIKKI NATASHA 2819 ERINRIDGE RD RALEIGH NC 27610-6646 13729 1565 240 1722785212 REYES, GABRIEL AGUILAR AMEZQUITA, MARIA 2823 ERINRIDGE RD RALEIGH NC 27610-6646 15037 1089 241 1722784173 KPA, H'NUAT KSOR, HDRE 1856 MAYRIDGE LN RALEIGH INC 27610-6800 15888 55 242 1722784123 BEST, CHRISTINA 1852 MAYRIDGE LN RALEIGH NC 27610-6800 15699 1202 243 1722783165 BECTON, KATRINA 1848 MAYRIDGE LN RALEIGH NC 27610-6800 15695 2451 244 1722783129 SMITH, CHARLES JR SMITH, SHANIKA 1844 MAYRIDGE LN RALEIGH NC 27610-6800 15864 59 245 1722783226 STEWART, ERNESTSTEWART, MARY 1840 MAYRIDGE LN RALEIGH NC 27610-6800 14805 2063 246 1722783320 KOMTHONGPANE, JAY 1836 MAYRIDGE LN RALEIGH INC 27610-6800 13760 1708 247 1722783324 MAKEMA, NORDOF MASEKA, CLARISSE 1832 MAYRIDGE LN RALEIGH NC 27610-6800 15695 2437 248 1722783319 ALEXANDER, SHAVONNA 1828 MAYRIDGE LN RALEIGH NC 27610-6800 16199 620 249 1722783541 DOUGLAS, DEBORAH 7268 GREAT LAUREL DR RALEIGH NC 27616-3330 12059 1012 250 1722780311 MYRICK CONSTRUCTIO CO OF RAL INC 2401 HODGE RD KNIGHTDALE NC 27545-9387 10818 1761 251 1722780727 CITY OF RALEIGH 222 W HARGETT ST RALEIGH INC 27601-1316 15921 2443 252 1722684975 CITY OF RALEIGH 222 W HARGETT ST RALEIGH NC 27601-1316 15921 2443 253 1722681468 RALEIGH CITY OF PO BOX 590 RALEIGH NC 27602-0590 4804 218 254 1723609076 LOCKHART, ISRAEL 59 FAYSTON ST DORCHESTER MA 02121-1905 000931 00603 255 1723605680 WILSON, ANNIE 1616 BETHEL RD RALEIGH NC 27610-4410 001091 00013 256 1723508890 EVERGREEN CONSTRUCTION CO 7706 SIX FORKS RD RALEIGH INC 27615-5067 012497 00214 257 1723508843 EVERGREEN CONSTRUCTION CO 7706 SIX FORKS RD STE 202 RALEIGH NC 27615-5067 012343 02273 258 1723508931 EVERGREEN CONSTRUCTION CO 7706 SIX FORKS RD STE 202 RALEIGH NC 27615-5067 012343 02273 259 1723507787 HABITAT FOR HUMANITY DOWLING RIDGE HOMEOWNERS ASSN 2420 N RALEIGH BLVD RALEIGH NC 27604-2235 011948 02063 260 1723515389 NORTH CAROLINA STATE OF STATE PROPERTY OFFICE 116 W JONES ST RALEIGH NC 27603-1300 002312 00029 261 1723514518 RALEIGH CITY OF PO BOX 590 RALEIGH INC 27602-0590 008432 00215 262 1723414973 RALEIGH CITY OF PO BOX 590 RALEIGH NC 27602-0590 003515 00709 263 1722872099 BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 13856 2383 264 1722789099 PEDCOR INVESTMENTS ONE PEDCOR SQUARE 770 3RD AVE SW 15928 1028 265 1722774760 PEDCOR INVESTMENTS ONE PEDCOR SQUARE 770 3RD AVE SW 15928 1028 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PARCEL IDENTIFICATION SCHEDULE SHEET 2 OF 2 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE r M&C FILE NUMBER HORIZONTAL: NA VERTICAL: NA DRAWING NUMBER G6 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON EX. WALNUT CREEK THREE PIPE SIPHON (TYP. 2) c�Ty r ��T EX. SIPHON BOX TOP EL. 186.03' STONE RELIEF OUTLET (TYP.) 00 STONE RELIEF OUTLET (TYP.) MH #1 STA: 1+72.53 RIM: 186.58 EX. SIPHON BOX J RIM— TOP EL. 187.86' RIM— 87.96' EX. JUNCTION BOX INV.=173.44 \ TOP EL. 190.17' > \ c," O STONE RELIEF LIMITS OF DISTURBANCE (TYP) OUTLET (TYP.) MH #2 \ STA: 4+93.78 RIM: 184.80 SILT FENCE (TYP) � — —"S�� ���_ EMENT ---_ 197y PC 47 p � �8o SILT FENCE (TYP) 140' az — 8 EX. 16" DI REUSE — — — 0 (TO BE REMOVED) — 183 — _ — — — — — — �y0� / 5 0 \ R \��MH u — — — TA: +43.74 EX. RU -------- ��,8+�� _ 'RIM: 185.10 SSMH / --_ RIM=191.11' —/ RU INV.=176.19' Wt�(REC) .: \�� 9+00��------ O CITY OF RA_ -- R{�--` \\�--__�0+0O �— EX. 16"RJ DI REUSE NUT141TyEgSE_ _ B-9 SRU (TO REMAIN) 9M 1977 PC 4_ RU 0 ARV 07P =78755 RU \ \ OF= Ru M CONCRETE THRUST COLLAR O "141'RK 4N7SSMH .9g' _ Ru \ \ (T 54 RE RCP ss TEMPORARY TREE Uo (TO REMAIN) PROTECTION FENCING (TYP) � 16" DI CPLG. (CONN. TO EXIST.) — _ TEMPORARY TREE — PROTECTION FENCING (TYP) RELOCATE 16" RJ DI REUSE LINE LIMITS OF DISTURBANCE (TYP) 16" 22.5° DI BEND 16" 11.25' DI BEND (CONNECT TO EXIST.) CONTRACTOR TO PROTECT EXISTING INTERCEPTORS AGAINST TRAFFIC/EQUIPMENT LOADS PRIOR TO ACCESSING THIS AREA FOR STAGING, ETC. EX. OCTAGONAL JUNCTION BOX CONCRETE THRUST COLLAR TOP EL 189.08' (TO BE REPLACED) (SEE [SHEETS to come] FOR DESIGN) EX. 66" RCP CRAB TREE IN TERCEP TORS CONTRACTOR TO PROTECT EXISTING INTERCEPTORS AGAINST TRAFFIC/EQUIPMENT LOADS PRIOR TO ACCESSING THIS AREA FOR STAGING, ETC. SEE TRAFFIC CONTROL SHEET TC2 FOR CONTINUATION OF LIMITS OF pro o� DISTURBANCE AND EROSION CONTROL MEASURES TBM WETLANDS yF� HISEL ON SSMH LID V=187.98' Y o SEE NOTE NOTE: INTERCONNECTING JUNCTION BOXES ON THE EX. (2) 66" INTERCEPTORS ARE LOCATED APPROXIMATELY 310 LF UPSTREAM (NORTH) AND MAY BE USED TO ALTER FLOW PATH TO AIDE WITH BY—PASS PUMPING TEMPORARILY DURING CONSTRUCTION. SEE KIMLEY—HORN AND ASSOCIATES, INC. PROJECT NO. 01 21 06301 4 FOR ADDITIONAL INFORMATION. ALL BYPASS OPERATIONS MUST BE COORDINATED WITH THE OWNER. Z R CV WOODS LINE (TYP.) LAJ LJ Q) 411.1 /O \ / N \ \ /72 Q W _ (U J2 � R = Q 40' 0 40' 80' SCALE: 1"=40' (Horiz.) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # 94 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 DESCRIPTIONS REVISIONS 1`,���►�I t CA►��tr',,ff SEAL Ro .v�-- ¢ - LA00'\ v vMROM&CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 72" SANITARY SEWER STA. 1+13+/- TO STA. 12+00 92 90 88 86 84 82 80 78 76 74 72 70 68 12+00 4' Cel 4' —E8' SCALE: 1"=4' (Vert.) DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB, B.B DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. EM SCALE M&C FILE NUMBER CU 701 HORIZONTAL' DRAWING NUMBER 1 -=40' VERTICAL: C 1 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 0, 0 M w a Lo N O s v, N O \"",- � � 11 STONE RELIEF SEE SHEET TC2 FOR CONTINUATION OF — TREE PROTECTION REMOVE AND REPLACE 100 FP \ O OUTLETS (TYP.) LIMITS OF DISTURBANCECONTROL ME EROSION FENCE (TYP.) / EXISTING FENCE AND GATE AS REQUIRED j' > (�) O LIMITS OF DISTURBANCE (TYP) I ZPROPOSED STAGING AN D / s 25'x250' TEMPORARY I -I O'er ,---j 1 CONSTRUCTION EASEMENT � STREAM S1000 0. LAY DOWN AREA 8 (SEE SHEET TC2) r � \ �� ____-j FQ ��/ \ \ c t( �O e I " Z \ \ _ � 0 m �1 \ \ - r - - -- - I Z \ 4 � - - _ - ARC FILTER (TYP.) \ \/-_____ ---- � DITCH. D \ \ --Z'---.:- _ — — — (REMOVED PRIOR TO REGRADING) r' � I I \ I ` — 1 \ CHECK DAM (TYP.) � f\- - =COMBINATION SILT _ - � - - � --o , - -- _ - _ \ I�, - N O pp _ CLEARING LIMITS - _ - - - - _ - --=:!.— � STONE RELIEF - - XO \ \ \ - (TYPO` STONE RELIEF - - FENCE/TREE PROTECTION- �- / - _ _ _ - SII - - - _ - - , - - - - - 1 �,� / 4_/ o !� OUTLET (TYP.) / - - - - —I �} cy \ \ 80 - - - - OUTLET (TYP.) ��ENCE (TYP.) / z� - - - P - , '` \ o k -' ' � �O7 / LIMITS OF DISTURBANCE TYP _ � � \ 1 - O i Q'' \ - � 11 v-- - ��` 7\-// I d�\p / // // // ,�,�, // \ \ (\\) \�// rrrnl Q �\ \ J7 // /i /�'� /-2 O / _ _ _ / (Al L ��CLZY l H UTILlY EASEME T BM j1� 4//0 Q - - I I \ - - - z � - 18� / J ll Z m � X151. �, - -- - _ - -- - - B-� ��Fc \ 6 �r `\ \ - - / 18 / �sF��ssF ssF ssF ssF�ssl - - 182 D in F = - 14+00 - 15+00 181 i / / / O \ 0+0 4 / / v - - - 1 16+ 0 /17+00 / / v)1 � � 19+06 � _ - - - \ \ - - / / / 4. - -rn Y - I. - / -1. - 0 - - - - - - ...:......:::.., - - 6 — �:....::...... — — — i QT — _ _ _ _ — -- -- i J !� / 4'� G' R -_--- ---- = __=== _=-- - - c- '� 16"REC - ^� 1 �� ------ ---_ -_-_ =----- - J cA c� - 0 /' ���86 RU RU RU --- ----_ --- - --- "� RU � �_ --a 3-� -/� , 41 0,8, o- S>- METAL GATE RU RU - - RU 16" EC) , - - - RU - °� _ - _ _ f - i— ,), N&/- EXTPP. WOODS LINE B-11 N o RU - 18s � � �"� , rn- _ - - _' _ '� - - INSTALL STRAW W/ NET \S— — — — —LT — — — — — �— Tp� TpF B 1 - _ - � � — _ — _ --� _ --" �-- ` _ v �� �Ro - TREE PI�OTECT�013 LINER WHERE DITCH IS FENCE (TYP ) MH #4 STA: 13+00.73 RIM: 185.35 s �'i� �i / 1 7�.6.5r- --- > � � � — — — — — — — -�- — - - / I i DENUDED (SEE DETAIL EC -14) o ------ - -- — \ \ / -- _ i _ - 1 o - i \ \ -- 185 - - �J � 00 KAW -Ur EX. 16" DI REUSE EX 54" RCP SS v�N� 03 /RV g�0 �\ SSMH - \ STA 8+36.02 \ \ \ - - �- — \ ` \ \ v / - -I - - - - - - .- - - - �z TO F U 14.74' IM=190.71' \ RIM:189.71 o E \ 17� 17 - \\ � CITY OF RALE/GH UTILITY EASEMENT BM 1971 PG 470 -1 \ �\ \ \ \ \ \ / / - ` -- ` - II / M TREE PROTECTION � -- TBM \ \ \ \ \/ / - - , ) �. / - \ FENCE (TYP.) \ \ ` -CHISEL MARK%I SSMH CID - - - - - - - / l � \ ELEV=I.90.05' \ \ TEMPOF�ARY SILT FEN FOR \ / \ \ \ THIGH HAZARD AREAS (TYP. 15" PINE \ / LIMITS OF DISTURBANCE (TYP) \ \ \ \\ � -- \ � -j /' /- - -Ifi- - '- - \ \ / -- EX. FENCE TO BE REMOVED WITHIN \\ )\ _ _ - \ -- / / \ \ I ➢ - UTILITY EASEMENT (TYP. U.N.O.) 1 � \ - � o\ \ � / � / EXISTING 15 CMP TO BE \ \ \ w \ \ � / REMOVED. AREA TO BE \\ I--� \ \ \ \ \ / i >i REGRADED. SEE SHEET C21. � \ \ \ _ /\\\ \ \\ \\ \\\ ��// // I ) \\ "I "I \ 1/ /^\ \ \' \ �I- \ \\ �\ ,/ / 0 // \\ \ \\ \ \ -- � \ 1-1 CLEARING LIMITS \ \ \ I \ \ \ \ \ \ \ � /- (TYP.) , - � T \ TPF < COD — — CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING 1 _ FIRE fl\ \\ \� -, \\ \\ \"\ '��\I/ // / \ \\ \ II �°��� URBAN FORESTRY � \\ C \ \ / \ \ \ \ -- \ \ �� / / \ \ \ � I \ \ 1 \ \ \ / � / \ \ \ / SITE ACCESSIBILITY 125'x250' TEMPORARY 40' 0 40' 80' CITY OF RALEIGH CONSTRUCTION EASEMENT I N 0 N 0 N 0 PUBLIC UTILITIES DEPARTMENT SCALE: 1"=40' (Horiz.) PERMIT # 20 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL HORIZONTAL: DRAWING NUMBER 1 "= 40' VERTICAL: C2 1"=4' 200 Y Q- 0 I i 198 19 Z- I 19 k N \ 196 W I I Y S �- r\ 194 V O n to _ N IV N N u = v 194 " N t^- I + of - o 192 \—= ` = Q g I I 192 N N � (n _ ? 19 N vR)� 190 CS o � 4d0 I I i h T'^2 "^2 1-4 2 EX. GRADE 188- Q PROPOSED 188 _ � ZZ � > > INTERCEPTOR _ � �, � .� Z z _ _ FILL (TYP.) -- � FILL (TYP.) TYP. 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MGR. BRL HORIZONTAL: STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION -11111118' SCALE: 1"=4' (Vert.) SCALE M&C FILE NUMBER CU 701 HORIZONTAL: DRAWING NUMBER 1 "= 40' VERTICAL: C2 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION N 1. CONSTANT UPWARD GRADIENT TO EXIST. ARV. IF THIS CAN BE ACHIEVED, THE PROPOSED ARV CAN BE ELIMINATED. 200- 01919194 JANUARY 2016 O — EX. 6" DI WATER LIN 0 RELOCATED 6" 198- DI WATER LI E ; N CLW, JSL PROJ. MGR. 198 3 EX. 8" DI S. S. N ^ (REMOVE EX. 8" 1915- SS AS REQ'D. AND Nom' of N Q ? p ABANDON & Z 2 GROUT FILL in REMAINING 8" SS —196 TO EX. MH) 1"=4' 194— A Q o 194 Lw N Q^� 192 0 �N^ cd 19N Ct � bo 2 2 188- 8 PC h 186—,-- 18184182 184- 182— OON 18 ....... X. 2" PE GAS - Z 17 X �EX. CATV 176- 7174172 174- 172 24+00 25+00 DESCRIPTIONS REVISIONS EX. GRADE 9 PROPOSED IN TERCEP TOR 16" 45° VERT. D RELOCATE 16" DI REUSE LINE CONC. THRUST COLLA 11 EX. 76 DI REUSE 72" FRP SN72 7 16 LF Y V JANUARY 2016 O — EX. 6" DI WATER LIN 0 RELOCATED 6" 3 DI WATER LI E ; N CLW, JSL PROJ. MGR. 198 3 EX. 8" DI S. S. N ^ (REMOVE EX. 8" N W SS AS REQ'D. AND Nom' of N Q ? p ABANDON & Z 2 GROUT FILL in REMAINING 8" SS —196 TO EX. MH) 1"=4' � to -1 16" 45' VERT. DI BENDS (CONN. TO EXIST.) 26+00 ARV= MANHOLE (REF.— DETAILS�— z J JANUARY 2016 200 J 0 EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. 198 3 HORIZONTAL: DRAWING NUMBER 1 "= 40' `- VERTICAL: —196 O 0 1"=4' � to -1 Q o 194 W� D;ON Q PC h OON Zp 22 X. 2" PE GAS - Z X �EX. CATV EX. TELE— 7Y. w i STORM CROSSING #2 CLASS B RIP RA EX. 24" RCP (ON BOTH SIDES OF PIPE) I O J v 3 a N C4 � h ° 16 h� N0lz 0 4°) 22p _�� :�� » to FE 2 2 2 16" 22.5' DI BEND 27+00 28+00 29+00 30+00 31+00 1`,���►�1 t CA��r''`�i SEAL .v�-- ¢ - J LAY Q g!4� SCREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com 16 45' HORZ. DI BENDS (CONN. TO EXIST.) RELOCATE 16" DI REUSE LINE EX. UGE 32+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 33+00 SCALE: 1"=40' (Horiz.) PUBLIC UTILITIES DEPARTMENT PERMIT # 0 JANUARY 2016 200 J DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. 198 3 HORIZONTAL: DRAWING NUMBER 1 "= 40' `- VERTICAL: —196 O 0 1"=4' � to -1 Q1 + (zi �z� 194 72" SANITARY SEWER STA. 24+00 TO STA 36+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL CU 701 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION —m8' SCALE: 1"=4' (Vert.) SCALE M&C FILE NUMBER CU 701 HORIZONTAL: DRAWING NUMBER 1 "= 40' VERTICAL: C3 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION TEMPORARY STREAM CROSSING AND PUMP AROUND (SEE DETAIL SWP-1)7 10'x50' TEMP. CONST. EASEMENT - CONC. THRUST COLLAR 16" 45' VERT. DI BEND (CONN. TO EXIST.) \ STONE RELIEF OUTLETS (TYP.) TEMPORARY SILT FENCE FOR 4a `, HIGH HAZARD AREAS (TYP.) EX. 16" Dl REUSE (TO BE REMOVED WHERE REPLACED) M H #11 ( TS STA: 39+52.44 U (TYP.) 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O COMBINATION SILT SCALE: 1"=40' (Horiz.) COMBINATION TEMPORARY \ � CLEARING LIMITS I AREAS/ TEMPORARY 19 FENCE TREE PROTECTION / 73 IPF EXTEND EX. SEWER THROUGH EX. MH (TYP,) 1- v 3.13' ss FENCE (TYP.) (SEE S1) (SEE ^ WITH 54 LF 8" DIP 166 O n 173. MH #12 CONC. PI RS & PIPE CRADLES (TYP. 8) _ TO NEW MH #13 EX. WOODS LINE HOUSE � T EX. CA TV =1 3. HOUSE STA:4+25.64 MH # 3 AFTER 72" IS W (TYP. �� 9 LLdC / I f to ss RIM: 189.47\ STA: QA45+89.44 ACTIVATED (SEE 1 77 O VERTICAL: U C4 1"=4' RIM:187.2 �- DETAIL SS -20A) - - - �--. CITY Y EASE N B 19 1 PG 4 0 --- __ — \ \ (2) 4" DI 45' W - /� - 0 VERT. BENDS 2 N cI O lot ro ci `r h W `STONE RELIEF `` - - OUTLET t TYP.) \ „- RELOCATE 4 DI LU 1 X177' �\ 4+00 v 187 f J I o 1ta 6+00 ,:rr 2 o \ 47+00- WATER LINE_ t� N I`— v/ — RU ✓ U6 I 16" E) o R ---- — —o EXTEND EX. SEWER LU — T — — T — THROUGH EX MH WITH Z EX 16" D/ FUSE o- o-6' W ODER FEND Mill LSCC • 63 LF 8" DIP TO NEW -3 WOODEN FEN E I I EX. FENCE TO BE OMH #11 AFTER 72" IS - - - - - - - REMOVED AND - - 41 ACTIVATED (SEE REPLACED a / EX. FENCE TO BE 4"D1 4 DIf Y OF RALEIGH UTILITY DETAIL SS -20A) sEMENT BM 1971 PG 470 � REMOVED WITHIN - - I 3a I 3s CONC. THRUST COLLAR ss 20' CITYOF,EAS NT RALEI 1� UTILITY EASEMENT I SSMH SAN/TAR SE R a2 '\/ so RIM=18 .02' 3s BM 1986 PG 23 O \ I O CONC. PIERS & PIPE I 0 \ CRADLES & 84" STEEL I INV.IN= 16.88'(4"DIP) ss 16" DI CPLG. a3 (CONN. TO EXIST.) I TBM CASING PIPE (SEE S1) �i INV.IN=1 4.75'(10"DIP CL BENCH CP&L P R POLE INV.OUT 174.67'(10"DI ) I\ ELEV=19 . 3' EX. WOODS LINE v (TYP.) I �7 � O EX. 8" WL `�\ (CONTRACTOR SHALL 01PF I \ 40' 0 40' 80' SCALE: 1"=40' (Horiz.) REVISIONSDESCRIPTIONS 1`,���►�l t CA f ��'�r'''�i SEAL �' z .v�-- ¢ - LAY CONFIRM LOCATION ti 70 Y v 0592-0046 TEMPORARY SILT FENCE FOR 40' 0 40' 80' HIGH HAZARD AREAS (TYP.) O CHECKED SCALE: 1"=40' (Horiz.) 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THRUST COLLAR 16 36+00 37+00 38+00 39+00 1+00 2+00 STA: EQUATION AT MH STA: EQUATION AT MH REVISIONSDESCRIPTIONS 1`,���►�l t CA f ��'�r'''�i SEAL �' z .v�-- ¢ - LAY CONFIRM LOCATION ti 70 MATERIAL AND DEPTH) 0592-0046 TEMPORARY SILT FENCE FOR 40' 0 40' 80' HIGH HAZARD AREAS (TYP.) SHK, BRL CHECKED SCALE: 1"=40' (Horiz.) COMBINATION TEMPORARY BRL SILT FENCE FOR HIGH HAZARD AREAS/ TEMPORARY PROTECTION FENCING (TYP.) IPF 4' TREE - • v IPE 84" STEEL CASING PIPE- (SEE S1) (SEE ^ 010 04 166 O n L. • CONC. PI RS & PIPE CRADLES (TYP. 8) _ (SEE S1) ` z z z tr T EX. CA TV M&C FILE NUMBER E CA TV �, HORIZONTAL' DRAWING NUMBER 1"=40' — VERTICAL: EX. LICE — — EX. UGE 72" FRP SN46 / 425.tp LF EX 8" DI FX I TdJE WATERLINE g!4 &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn RELOCATE 8" DI WATERLINE. s INSTALL IN 20 LF OF 16" EX. 10" DIP ss STEEL CASING .25" WALL THICKNESS MIN. CENTERED ON 72" SS. INSTALL PER CITY OF RALEIG STANDARDS (NOTE, WATER LINE LOCATION SHALL BE DETERMINED IN FIELD BY CONTRACTOR 3+00 4+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY EX. TEL EX. CA V 5+00 72" FRP SN72 cm 211.20 LF SSM \\ (RAS — o FV - RI =191.32' IN .IN=183.83'(8"DIP) \ THRUST BLOCK (TYP. EA. END I V.I —180.19'(54"RCP)\ \ \ OF RELOCATION) NV.OUT= 0.03' \ 16" G� s1 \ REMOVE AND REPLACE ASPHALT RIM= 8.45' PAVEMENT, CURB & GUTTER AS REQ'D. TO OF NUT= 185.63' \ 72 � SMH IM= 190.56' o PF INV. OUT=184.75'(8"PVC) INV. I1\1=184.88'(8"PVC) I . IN=185.08'(14 "DIP) 20' SANITARY SEWERi� ASEMENT BM 1985 PG 1188 �� CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT o PERMIT # 196 J -w 194 00 19 2 ao _ 00,0 o �N`O `` ^� ^-� ADDITIONAL FILL � L" ►, c� (TYP.) o " 00 - ; Z po N I 190 RELOCATE 4" DI WL \ N N 2titi��� > > EX. 2" PE GAS EX. 4" Dl WL .,�? Z — — —_X. CATV I I 188 EX TEL E EX. LICE 6+00 I46+00 STA: EQUATION AT MH STA: EQUATION AT MH 72" SANITARY SEWER STA. 36+00 TO STA 48+00 47+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL EX. 16 DI REUSE BRL 170 RU RU IPF 4' TREE - • �, , VE FENCE (TYP DOGWOOD 010 04 166 L. • CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY EX. TEL EX. CA V 5+00 72" FRP SN72 cm 211.20 LF SSM \\ (RAS — o FV - RI =191.32' IN .IN=183.83'(8"DIP) \ THRUST BLOCK (TYP. EA. END I V.I —180.19'(54"RCP)\ \ \ OF RELOCATION) NV.OUT= 0.03' \ 16" G� s1 \ REMOVE AND REPLACE ASPHALT RIM= 8.45' PAVEMENT, CURB & GUTTER AS REQ'D. TO OF NUT= 185.63' \ 72 � SMH IM= 190.56' o PF INV. OUT=184.75'(8"PVC) INV. I1\1=184.88'(8"PVC) I . IN=185.08'(14 "DIP) 20' SANITARY SEWERi� ASEMENT BM 1985 PG 1188 �� CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT o PERMIT # 196 J -w 194 00 19 2 ao _ 00,0 o �N`O `` ^� ^-� ADDITIONAL FILL � L" ►, c� (TYP.) o " 00 - ; Z po N I 190 RELOCATE 4" DI WL \ N N 2titi��� > > EX. 2" PE GAS EX. 4" Dl WL .,�? Z — — —_X. CATV I I 188 EX TEL E EX. LICE 6+00 I46+00 STA: EQUATION AT MH STA: EQUATION AT MH 72" SANITARY SEWER STA. 36+00 TO STA 48+00 47+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL 170 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 174 172 0 170 4' -168 166 48+00 8' SCALE: 1"=4' (Vert.) SCALE M&C FILE NUMBER CU 701 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C4 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION SSMH \ \ 90 � f \ °yZ, �9 RIM=186. ' O� OG\ 98 INV.IN=179. 0'(8"DIP / COMBINATION SILT 9, � INV.OUT=179. 5' � Z FENCE/TREE PROTECTION sF Fp STREAM 54000 FENCE) ( TYP. 30' DRAINAGE EASEMENT��� SSMH REMOVE AND REPLACE ASPHALT BM 1987 PG 1030 \ RIM=180.83' PAVEMENT, C&G AND SIDEWALK AS REQ'D. TBM VIN=174.98' 4"DIP) 0'X80' EASEMENT BENCH TIE IN 20" PIN 20' SANITARY SEWER EASEMENT ` IN . =174.9 BM 1987 PG 1030 �A" 1971 PG 470 ELEV=187.76 MH #15 I I INV0'U 17 .85' � MH #14 / N STA: 52+37.92 I I 0SANITARY SEWER EASEMENT S A:50+79.74 IE=180.75' _ RIM: 192.04 I \ M 1987 PG 1030 RIM: 189.93 _ \ TEMPORARY STREAM C&G y CROSSING AND PUMP AROUND TYP.) GE EASEMENT 1 20' AINA E (SEE DETAIL SWP-1) / ( ✓ BM 20, 1987 RAIN 1040 1 o M 10x50 TEMP. CONST. EASEMENT \� INSTALL STRAW W/ NET / i " AR \ / I I +oo 1 I ► q LINER WHERE DITCH IS -,-.DENUDED (SEE DETAIL EC -14) -151+00 I 16j'�AR \� w U - - cn • .. O / W RUNLET PROTECTION (TYP.) BLIC - RELOCATE 6" DI WATER LINE 00 w / + 16„ RU - 0 ' - - EX. "`D WA TER LIN \ _ / \ - �� EX. 54 R P SS - _ CI ARVOFO VA VE m �' - CI / TE=189 65'_ TOP ARV RI NU192 91' / N =189.11 CI TE=190. 5' INV .IN=1885.35 TOP OF T= / UT=185.96' TE=188. 7- 8 .80 INV.OUT- ` / INV -OUT- SS INV.I4= 83.63' (4) 6" DI 45' VERT. BENDS AND 4 /' RIM= 87.98'183.17 '° � � INV.IN 17 .66'(4"DIP) I INV.Ou = sa / PROVIDE THRUST BLOCKS ON EX. n \ 7 57 (4 DIP WATER LINE BEYOND TIE-IN \ •P \ \ INVJIN = 65'( 5' LOCATIONS \ \ INV.IN=' 7.4 �EMPORA\Y �ILT oUT-1 a3 ASE ENT 1 ENCE FOR O I S ITPG 1030ER E / - \ HIGH HAZARD LIMITS OF RIM=191.04' a2 I / M 19 87 / INVIN-184.79' "PVC) \\ REAS (TYP.) DISTURBANCE (TYP) / INVIN=184.89'(8' VC) l'8L I=31 / / INV.OUT=184.74' Z9'Gg - 10 20' DRAINAGE E SEMENTI BM 1987 PG 103 I It / EX 8" STORM CROSSING #4 �dl� 1 DATER 88 8 \ (SEE SHEET C21) / /� / LINE / \R EAS>t ENT SANITARY SEWE \ gM 1987 PG 1030 \ / ASN 85 86 - EX. 6" FM SHALL BE RECONNECTED TO NEW MH #15. CONTRACTOR TO VERIFY EX. 6" FI /CAN REMAIN CONNECTED TO EX. MH WHILE NEW 72" RCP & MH #15 ARE CONSTRUCTED \ IF NECESSARY, CONTRACTOR TO PROVIDE TEMPORARY RELOCATION TO ENSURE FM STAY I IN SERVICE PRIOR TO RECONNECTION. STONE RELIEF \of r\�'OUTLET PROTECTION (TYP.) q� STREAM _S500 ® \�\�F �� TEMPORARY STREAM EX. BLDG. TO BE �� CROSSING AND PUMP AROUND \ -RELOCATED BY OWNER (SEE DETAIL SWP-1) 2\\6" DI 45' , �\\ �\ \\ TEMPORARY SILT FENCE FOF BENDS \ \�\ \ \ °tiF HIGH HAZARD AREAS (TYP.) IMITS OF DISTURBANCE (TYP) COMBINATION SILT p00_ \\\ _ FENCE/TREE PROTECTR FENCE (TYP.) C16 CITY OF RALEIGH PUBLIC UTILITIES DEPART. PERMIT # V SHALL CONFIRM MAXIMUM SAG ELEVATION WITH DUKE 64°� 106' \ \ \°00�\ 36°\\ CLEARING LIMITS ENERGY PROGRESS. EX FHA IAREA F \\ F o� (TYP.) ESCAPED O (REMOVE AFTER DUDES \/PPOUS �qo�o ' FH RELOCATIO SEs �Fss\ \\� .. ,.:. 55+00 ' N) - J �' 0 40' 0 40' 80' 56+,�jpJAP. MAPLE to / LIMITS OF - - i DISTURBANCE (TYP) � _ / • (LJ 104 INSTALL DITCH LINER u - - \ C) �F\\\� u / = SCALE: 1"=40' (Horiz.) .00 CHECK DAM (TYP. � � � \ 0 12" 90' DI BEND ROLLED „ SC250, \ Fye - 195 - NOTE: REPAIR ASPHALT ( tG - SONE RELI \ - F W d DOWN 45° VERT.) NEW 12 DI WL U Ru Z AND CURB AS REQ D. \ 92 _ - OUTLET (TYP. \\ F - _ JIt �5�� 12" TS&V LI WOODS �\\\\\\\\\\\ \L�� \\ - RU = r0 yO LINE (TYP.)\ W o 15' SA ITARY SEWER-EASEMEN W EXTEND EX. 8 SEWER THROUGH ��_ \\\\ \ - - _ y k 12 11.25° DI BEND 199 PG 965 = EXISTING MH WITH 45 LF 8" DIP TO o� o� A� \\\\��\\\\�\�� \ o \\ - Q S'�P• _12" 11.25' DI BEND rto� - - - 99NPG �� - - - - 0 NEW MH 14 AFTER 72" IS ACTIVATED \ \ U i� \ b F ``F. _ # /� a\ � \ � E� \ � �`` � - -C/TY of R LE/GH UT/L/TY EA EMENT B 1971 PG 470 � W �\ B �\ s / G�� - \ - 195 =- - - N NFO W (SEE DETAIL SS -20A) \ .( RIMSSMH192`56' r �� \ \, \\ TEMPORARY TREE'TE - - o- E -� -rV INV.IN=183.91'(6"FM) `\ PROTECTION FENCING (TYP) \ \ \ F N w W^' ^� N 00 INV.IN=184.01'(8"PV\ G - W RELOCATED FH 1 o" - _ O INV.IN=180.8' 85 'RCP) V OUT =180.8 (54"RCP)' \ \ \ 12"x6" TS&V o Ip / ARV 1 YBROOKDR.60'PUBLICR/W E�X12" DI WATER LINE / EX 16" o 20' S ITAR SEWER E SEMENT \ \/ \\�� EX. FHA TO BE REMOVED - R RII (TO EMOV�®"WHERE O�ATED)�Rd D1 REUSE Q BM 198 P 1030 \ \ 'F,,\ AND RELOCATED I \ - - - _MH #16� „ RU N ;, _\ -`L l H STA: 56+94.01 E- 0 \ \ 12 LINE STOP \B \ RIM: 196.39 - Z \ 30' DRAINAGE SEMEN \ �_LS r _ _ _ _ _ _ _ TEMPORARY TREE BM 1987 PG 103 12" END CAP RODDED TO THRUST COLLA Ri STA 56+194 01 / �� - - - - - - - - (2) 12" 45' DI BENDS (VERT.) EC) _ PROTECTION FENCING (TYP) \ REF. DETAILS°- EX. 54", RCP ss ROLL DOWN UNDER EX. FH LEG- - RIM: 200.45 - - - U \ _ 200 __ TEMPORARY TREE �, - - - - - �- - - - �- - - 19 °yF _ - PROTECTION FENCING (TYP) m / - - = N& FHA BRANCH - - - - \ ITY L u ILIT % �; RELOCATE EX. FH \ SSMH \ \ ` �� \ SHE$ _ �Jr Y X RIM= 19 9' / Odd RIM=196. X X X �o INV.IN=185. 9'(8"PVC) (SEE C24) FOR LOCAL SEWER , LS MH #3 INV IN(N )-1 \ .41 \ EASEMENT TOHE EAG L�CVH �E� X X jos X O INV OUT=185. PLAN qN \ RIL ,, INV IN NE /\O\\ :56+94.01 ( 183. 2' SWIM & RACQUET CLUB OR THE SMH INV //�(Iy =1 0 \ MAINTENANCE OF PROTECTI E BERM (2) 12" 45° DI BENDS (VERT.) ;IM=195.89 IM. '""''T=1 0.5' " BM 1488,,PG 8 ROLL DOWN UNDER EX. FH LEG �- 48+00 49+00 50+00 DESCRIPTIONS REVISIONS 51+00 SEAL 1`,���►�1 t SEAL CARo '��'�r''`�i .v�-- ¢ - LAY1NQ'\ 103 II '� 52+00 53+00 Q g!4 &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com 54+00 55+00 56+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 57+00 58+00 72" SANITARY SEWER STA. 48+00 TO STA. 60+00 59+00 DATE: JANUARY 2016 O. NV VLAWING IN It1t. YVYYtKLINL tNJGMtIV I WI IIIVV I H WRITTEN AGREEMENT w/DUKE ENERGY PROGRESS. rLA1VIV11Vto/l_UN1 V j FIRE 103 DESIGNED 6, 7. CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF PROJECT LIMITS. POWERLINE HEIGHT IS APPROXIMATE. CONTRACTOR URBAN FORESTRY SITE ACCESSIBILITY C16 CITY OF RALEIGH PUBLIC UTILITIES DEPART. PERMIT # V SHALL CONFIRM MAXIMUM SAG ELEVATION WITH DUKE 64°� 106' \ \ \°00�\ 36°\\ CLEARING LIMITS ENERGY PROGRESS. EX FHA IAREA F \\ F o� (TYP.) ESCAPED O (REMOVE AFTER DUDES \/PPOUS �qo�o ' FH RELOCATIO SEs �Fss\ \\� .. ,.:. 55+00 ' N) - J �' 0 40' 0 40' 80' 56+,�jpJAP. MAPLE to / LIMITS OF - - i DISTURBANCE (TYP) � _ / • (LJ 104 INSTALL DITCH LINER u - - \ C) �F\\\� u / = SCALE: 1"=40' (Horiz.) .00 CHECK DAM (TYP. � � � \ 0 12" 90' DI BEND ROLLED „ SC250, \ Fye - 195 - NOTE: REPAIR ASPHALT ( tG - SONE RELI \ - F W d DOWN 45° VERT.) NEW 12 DI WL U Ru Z AND CURB AS REQ D. \ 92 _ - OUTLET (TYP. \\ F - _ JIt �5�� 12" TS&V LI WOODS �\\\\\\\\\\\ \L�� \\ - RU = r0 yO LINE (TYP.)\ W o 15' SA ITARY SEWER-EASEMEN W EXTEND EX. 8 SEWER THROUGH ��_ \\\\ \ - - _ y k 12 11.25° DI BEND 199 PG 965 = EXISTING MH WITH 45 LF 8" DIP TO o� o� A� \\\\��\\\\�\�� \ o \\ - Q S'�P• _12" 11.25' DI BEND rto� - - - 99NPG �� - - - - 0 NEW MH 14 AFTER 72" IS ACTIVATED \ \ U i� \ b F ``F. _ # /� a\ � \ � E� \ � �`` � - -C/TY of R LE/GH UT/L/TY EA EMENT B 1971 PG 470 � W �\ B �\ s / G�� - \ - 195 =- - - N NFO W (SEE DETAIL SS -20A) \ .( RIMSSMH192`56' r �� \ \, \\ TEMPORARY TREE'TE - - o- E -� -rV INV.IN=183.91'(6"FM) `\ PROTECTION FENCING (TYP) \ \ \ F N w W^' ^� N 00 INV.IN=184.01'(8"PV\ G - W RELOCATED FH 1 o" - _ O INV.IN=180.8' 85 'RCP) V OUT =180.8 (54"RCP)' \ \ \ 12"x6" TS&V o Ip / ARV 1 YBROOKDR.60'PUBLICR/W E�X12" DI WATER LINE / EX 16" o 20' S ITAR SEWER E SEMENT \ \/ \\�� EX. FHA TO BE REMOVED - R RII (TO EMOV�®"WHERE O�ATED)�Rd D1 REUSE Q BM 198 P 1030 \ \ 'F,,\ AND RELOCATED I \ - - - _MH #16� „ RU N ;, _\ -`L l H STA: 56+94.01 E- 0 \ \ 12 LINE STOP \B \ RIM: 196.39 - Z \ 30' DRAINAGE SEMEN \ �_LS r _ _ _ _ _ _ _ TEMPORARY TREE BM 1987 PG 103 12" END CAP RODDED TO THRUST COLLA Ri STA 56+194 01 / �� - - - - - - - - (2) 12" 45' DI BENDS (VERT.) EC) _ PROTECTION FENCING (TYP) \ REF. DETAILS°- EX. 54", RCP ss ROLL DOWN UNDER EX. FH LEG- - RIM: 200.45 - - - U \ _ 200 __ TEMPORARY TREE �, - - - - - �- - - - �- - - 19 °yF _ - PROTECTION FENCING (TYP) m / - - = N& FHA BRANCH - - - - \ ITY L u ILIT % �; RELOCATE EX. FH \ SSMH \ \ ` �� \ SHE$ _ �Jr Y X RIM= 19 9' / Odd RIM=196. X X X �o INV.IN=185. 9'(8"PVC) (SEE C24) FOR LOCAL SEWER , LS MH #3 INV IN(N )-1 \ .41 \ EASEMENT TOHE EAG L�CVH �E� X X jos X O INV OUT=185. PLAN qN \ RIL ,, INV IN NE /\O\\ :56+94.01 ( 183. 2' SWIM & RACQUET CLUB OR THE SMH INV //�(Iy =1 0 \ MAINTENANCE OF PROTECTI E BERM (2) 12" 45° DI BENDS (VERT.) ;IM=195.89 IM. '""''T=1 0.5' " BM 1488,,PG 8 ROLL DOWN UNDER EX. FH LEG �- 48+00 49+00 50+00 DESCRIPTIONS REVISIONS 51+00 SEAL 1`,���►�1 t SEAL CARo '��'�r''`�i .v�-- ¢ - LAY1NQ'\ 103 II '� 52+00 53+00 Q g!4 &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com 54+00 55+00 56+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 57+00 58+00 72" SANITARY SEWER STA. 48+00 TO STA. 60+00 59+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL VERTICAL: C5 D6 D4 D2 D0 a8 6 14 32 30 38 36 4' 34 32 0 30 78 4' 76 60+00 8' SCALE: 1"=4' (Vert.) SCALE M&C FILE NUMBER CU 701 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C5 1"=4' TATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 2 2 2 2 1 1 1 60+00 EX. 8" DI WA TE U LINE m CL U EX. 8" DI WA TER— LINE 135 133 132 131 130 129 128 134 127 126 125 124 123 122 144 15' SANITARY EWER EASEMENT - 8"x$" TS&V M 1987 PG 960 — 8"x8" TS&V 8" DI 90° BEND 8" LINE STOP w THRUST COLLAR AND PLUG (REF. DETAIL PW12) 8" LINE STOP w/ THRUST COLLAR AND PLUG (REF. DETAIL PW12) rr In MH #18 50 THERN DBL4827SPGE84 I 12"x8" DI TEE I I I STA: 64+68.30 oAY I 00 EASEMENT NOT FOUND 50' GREENWAY EASEMENT I I 12" GATE VALVE 137 RIM: 193.29 0 R BOXES AND UTILITIES 139 INSIDE RETAINING WALL BM 1997 PG 836 RECONNECT WATER SERVICES 0 " 141 (EPHEMERAL 1a2 136 138 TO NEW 12 DI WL (TYP.) 140 O CHANNEL i� 143 I ILOLO NEW 12" DI W.L. NLET PROTECTION (TYP.) 4"X4" WALL I 00 o (4) 12" 45° DI VERT BENDS PRECONNECT FHA ITE=192 20' 12"x8" TEE NEW 12" O NEW 12" DI WL E=18 .75' 12" GATE VALVE _ \ I II DI WL 0� — — —L01� C NC. U WL TV&NFO 24" R �\ — — / / (O�M 1Y�0) N&NFO Cl l E/ LJ:Y 5f @M— 2917 47 LAW — I — D— TI — _— N T _TV rn V V 147 W 0 SSMH g RIM -188.47' wo 145 00 a QCI CL 0 SSM ,r g 8 90° DI BEND o RIM— 9.54' 12"x$" DI TEE N m Iso CL i U, 2" GATE VALVEC10 CI 161 IE=18 .74 78 (NW) I IE186.46'(NW —'RF F7'/SE) I N IEr186.14'(SE) 12"x8" TEE 12" GATE VALVE I I = —EEW LIMITS OF 7 DISTURBANCE (TYP) l1 r, ani �,,,� _ — - 148 149 150 EXTEND EX. SEWER THROUGH EX. MH WITH 50LF DIP AND EXTEND TO NEW MH #20 AFTER 72" IS ACTIVATED (SEE DETAIL SS -20A) CONC. THRUST COLLAR 159 I I I / 158 16" DI CPLG. (CONN. TO EXIST.) 157 MH #19 1 STA: 69+7.86 12" 11.25° DI BEND RIM: 192.88 / (OEMPIY C) _ uj---j L F 1 1 -_ � - I - __ .- _I •. _ _ !'!■! •®sews® � ®a-r'Sirl �4�.-�®-ese.�� .�.� ��re^e8: -�smemweaimsa®s�®i _ gBl®B�'6. ar9'.-_- �� � _ mom ae+es., .�.s®mrss� � s�e� . as��ar�s�•r�aee®_ ���`' : � � � TEMPORARY TREE ROOK DR. (60'PUBLIC RIWY tPAIR CURB AND MIN PROTECTION FENCING u 1, MA RU RU — ASPHALT ROADWAY -_ - F- .mo .F. -��� ., s��_�s-w� =■` �, Z��.a���l�\.11� i�if�.7//��/i���I�..�GG!-e�;2... -1114 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN �U DESIGNED ON �►�. iMw, .a- CHECKED CLW, JSL LIMITS OF BRL DISTURBANCE HORIZONTAL' DRAWING NUMBER (TYP) W1 7111 � is C6 1"=4' U . . , ��; �, IE,,.,Te_� � 7 'W l� A 1 Wr - - ., r Cn _ E EX. 8" DI WA TER— LINE 135 133 132 131 130 129 128 134 127 126 125 124 123 122 144 15' SANITARY EWER EASEMENT - 8"x$" TS&V M 1987 PG 960 — 8"x8" TS&V 8" DI 90° BEND 8" LINE STOP w THRUST COLLAR AND PLUG (REF. DETAIL PW12) 8" LINE STOP w/ THRUST COLLAR AND PLUG (REF. DETAIL PW12) rr In MH #18 50 THERN DBL4827SPGE84 I 12"x8" DI TEE I I I STA: 64+68.30 oAY I 00 EASEMENT NOT FOUND 50' GREENWAY EASEMENT I I 12" GATE VALVE 137 RIM: 193.29 0 R BOXES AND UTILITIES 139 INSIDE RETAINING WALL BM 1997 PG 836 RECONNECT WATER SERVICES 0 " 141 (EPHEMERAL 1a2 136 138 TO NEW 12 DI WL (TYP.) 140 O CHANNEL i� 143 I ILOLO NEW 12" DI W.L. NLET PROTECTION (TYP.) 4"X4" WALL I 00 o (4) 12" 45° DI VERT BENDS PRECONNECT FHA ITE=192 20' 12"x8" TEE NEW 12" O NEW 12" DI WL E=18 .75' 12" GATE VALVE _ \ I II DI WL 0� — — —L01� C NC. U WL TV&NFO 24" R �\ — — / / (O�M 1Y�0) N&NFO Cl l E/ LJ:Y 5f @M— 2917 47 LAW — I — D— TI — _— N T _TV rn V V 147 W 0 SSMH g RIM -188.47' wo 145 00 a QCI CL 0 SSM ,r g 8 90° DI BEND o RIM— 9.54' 12"x$" DI TEE N m Iso CL i U, 2" GATE VALVEC10 CI 161 IE=18 .74 78 (NW) I IE186.46'(NW —'RF F7'/SE) I N IEr186.14'(SE) 12"x8" TEE 12" GATE VALVE I I = —EEW LIMITS OF 7 DISTURBANCE (TYP) l1 r, ani �,,,� _ — - 148 149 150 EXTEND EX. SEWER THROUGH EX. MH WITH 50LF DIP AND EXTEND TO NEW MH #20 AFTER 72" IS ACTIVATED (SEE DETAIL SS -20A) CONC. THRUST COLLAR 159 I I I / 158 16" DI CPLG. (CONN. TO EXIST.) 157 MH #19 1 STA: 69+7.86 12" 11.25° DI BEND RIM: 192.88 / (OEMPIY C) _ uj---j L F 1 1 -_ � - I - __ .- _I •. _ _ !'!■! •®sews® � ®a-r'Sirl �4�.-�®-ese.�� .�.� ��re^e8: -�smemweaimsa®s�®i _ gBl®B�'6. ar9'.-_- �� � _ mom ae+es., .�.s®mrss� � s�e� . as��ar�s�•r�aee®_ ���`' : � � � TEMPORARY TREE ROOK DR. (60'PUBLIC RIWY tPAIR CURB AND MIN PROTECTION FENCING u 1, MA RU RU — ASPHALT ROADWAY -_ - F- .mo .F. -��� ., s��_�s-w� =■` �, Z��.a���l�\.11� i�if�.7//��/i���I�..�GG!-e�;2... - •" _ FLO D STORA - E=193.15' EASEMENT BM 1988 P a X W ao rn IE=191.03' I $" 90° DI VER BEN LEVATION = 192 2' TE=193.33' BM 1988 PG 8 I �20' STORM DRAINAGE TBM CI / IE IN=189.7 COLLAR AND PLUG I i�, IE=189..33 ( W) EASEMENT BENCH 71E I IE OUT=185 b — w 121 Z BM 1988 PG 8 CP&L POWER POLE TE=192.18' 115 (REF. DETAIL PW12) v o I �� /- 0 IE=189.88' ( E) ELEV=195.27° INV IN 18"(NE)=188.9 _ z INV IN 15"(NW)=188.89' EX, 8" D/ U 116 I �� CI INV OUT 24"(SE)=188.86' WATER L/NE LIMITS OF DISTURBANCE (TYP) o EX. 12" Dl WATER LINE (TYP.) TE=193.35' 8"PVC C' `" STORM CROSSINGS #6, #7 & #8 (TO BE REMOVED WHERE RELOCATED) IE=190.70' ( W) — — — — — — Z � 8" D/P — (3) EX. 36" RCP's /- / 'E=190.35' W) — — SSMH193.31' ci°j RZ —EX. 16" 0/ REUSE — — — RIM= SSMH /G IE=187.13'(SW1 �,° / 120 8" DIP EX. 54" RCP SS 111 f W RIM188.6 ( �P� IE_186.38(N) EXTEND EX. SEWER THROUGH SMH / O � IE=188.6 '(N W) 117 /tk Z IE= 18 7. 16 (NE) E �g626'I EX. MH WITH 49LF DIP AND INV.OUT=187.16'(NE) 20' SANITARY SEWER EASEMENT E EXTEND TO NEW MH #18 11a I BM 1988 PG 8 I I AFTER 72" IS ACTIVATED I (SEE DETAIL SS -20A) / 112 i z I I —30=SANITARY SEWER AND 50'X130' EASEMENT \ STORM DRAT NT BM 1971 PG 471 118 BM 1988 PG 8— 'ss W I� w ■ wJ ��. a ML OMBINATION SILT4 — — AC o — — �°�vc 2 FENCE /TEMPORARY TE=191.59_ — — 0— —_ _ _ / 8 P TREE PROTECTION IEW) — — — 1 5—=187.09'( — p l^ — / l FENCING (TYP) E=186.94'( E) TE=191.66' v o SSMH / J REFIT F — , IF= 87.26 — _ _ RIM 197.36-- INV. IN=186.5 '(8"P � \CI IN =182 24' TE=193.42' 1 s2 RIMH I N V. O T=18 .14' 165 —19 .68' 1sa IE=190.24' 163 � V 1N=188.31' O SSMH I V OUT 188.12' IRI —198.15' a LIMITS OF STORM CROSSING #9 I INV I (W)= 66' EX. 15" RCP DISTURBANCE rr INV I (WN 7. (TYP) RELOCATE 16 DI INV I (NE)=187.32 INLET PROTECTION (TYP.) REUSE WATER INV 0 T(S)=187.22' 40' 0 40' 80' O SCALE: 1"=40' (Horiz.) 8"x$" TS&V STOP w/ THRUST COLLAR AND PLUG (REF. DETAIL PW12) i CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # SEE C16� 7 & C18 151 / 152 153 156 MH #20 STA: 71+47.21 / / RIM: 197.23 (2) 12" 11.25° SNS- DI BENDS t 0 LV �P CONC. THRUST COLLAR 16" 11.25° DI BEND ;'� (CONN. TO EXIST.) CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with dl Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 DESCRIPTIONS LL__ REVISIONS A SEAL SEAL SEAL 4 - �''•�,�' LAX 1NQ ►1 Q v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 72" SANITARY SEWER STA. 60+00 TO STA. 72+00 F DATE: -1114 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED ON �►�. iMw, .a- CHECKED CLW, JSL PROJ. MGR. BRL CU 706 HORIZONTAL' DRAWING NUMBER 1"=40' W1 7111 � is C6 1"=4' . . , ��; �, IE,,.,Te_� � : I !�°�■ l� 1 ... PROTECTION ., , 20' DRAINAGE EASEMENT FENCING (TYP) - •" _ FLO D STORA - E=193.15' EASEMENT BM 1988 P a X W ao rn IE=191.03' I $" 90° DI VER BEN LEVATION = 192 2' TE=193.33' BM 1988 PG 8 I �20' STORM DRAINAGE TBM CI / IE IN=189.7 COLLAR AND PLUG I i�, IE=189..33 ( W) EASEMENT BENCH 71E I IE OUT=185 b — w 121 Z BM 1988 PG 8 CP&L POWER POLE TE=192.18' 115 (REF. DETAIL PW12) v o I �� /- 0 IE=189.88' ( E) ELEV=195.27° INV IN 18"(NE)=188.9 _ z INV IN 15"(NW)=188.89' EX, 8" D/ U 116 I �� CI INV OUT 24"(SE)=188.86' WATER L/NE LIMITS OF DISTURBANCE (TYP) o EX. 12" Dl WATER LINE (TYP.) TE=193.35' 8"PVC C' `" STORM CROSSINGS #6, #7 & #8 (TO BE REMOVED WHERE RELOCATED) IE=190.70' ( W) — — — — — — Z � 8" D/P — (3) EX. 36" RCP's /- / 'E=190.35' W) — — SSMH193.31' ci°j RZ —EX. 16" 0/ REUSE — — — RIM= SSMH /G IE=187.13'(SW1 �,° / 120 8" DIP EX. 54" RCP SS 111 f W RIM188.6 ( �P� IE_186.38(N) EXTEND EX. SEWER THROUGH SMH / O � IE=188.6 '(N W) 117 /tk Z IE= 18 7. 16 (NE) E �g626'I EX. MH WITH 49LF DIP AND INV.OUT=187.16'(NE) 20' SANITARY SEWER EASEMENT E EXTEND TO NEW MH #18 11a I BM 1988 PG 8 I I AFTER 72" IS ACTIVATED I (SEE DETAIL SS -20A) / 112 i z I I —30=SANITARY SEWER AND 50'X130' EASEMENT \ STORM DRAT NT BM 1971 PG 471 118 BM 1988 PG 8— 'ss W I� w ■ wJ ��. a ML OMBINATION SILT4 — — AC o — — �°�vc 2 FENCE /TEMPORARY TE=191.59_ — — 0— —_ _ _ / 8 P TREE PROTECTION IEW) — — — 1 5—=187.09'( — p l^ — / l FENCING (TYP) E=186.94'( E) TE=191.66' v o SSMH / J REFIT F — , IF= 87.26 — _ _ RIM 197.36-- INV. IN=186.5 '(8"P � \CI IN =182 24' TE=193.42' 1 s2 RIMH I N V. O T=18 .14' 165 —19 .68' 1sa IE=190.24' 163 � V 1N=188.31' O SSMH I V OUT 188.12' IRI —198.15' a LIMITS OF STORM CROSSING #9 I INV I (W)= 66' EX. 15" RCP DISTURBANCE rr INV I (WN 7. (TYP) RELOCATE 16 DI INV I (NE)=187.32 INLET PROTECTION (TYP.) REUSE WATER INV 0 T(S)=187.22' 40' 0 40' 80' O SCALE: 1"=40' (Horiz.) 8"x$" TS&V STOP w/ THRUST COLLAR AND PLUG (REF. DETAIL PW12) i CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # SEE C16� 7 & C18 151 / 152 153 156 MH #20 STA: 71+47.21 / / RIM: 197.23 (2) 12" 11.25° SNS- DI BENDS t 0 LV �P CONC. THRUST COLLAR 16" 11.25° DI BEND ;'� (CONN. TO EXIST.) CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with dl Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 DESCRIPTIONS LL__ REVISIONS A SEAL SEAL SEAL 4 - �''•�,�' LAX 1NQ ►1 Q v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 72" SANITARY SEWER STA. 60+00 TO STA. 72+00 F DATE: -1114 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL CU 706 04 02 ;.L7 98 i° �6 94 86 4' 84 82 0 80 78 4' 176 REUSE 174 72+00 8, SCALE: 1"=4' VE SCALE M&C FILE NUMBER CU 706 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C6 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION WE 2 2 2 2 2 1 1`,���►�1tCA"+i SEAL Rq v� 4 �''•�,�' .......... X DESCRIPTIONS REMSIONS Q g!4 &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 72" SANITARY SEWER STA. 72+00 TO STA. 84+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL DRAWING NUMBER 176 174 84+00 SCALE: 8' 1"=4' (Vert.) SCALE M&C FILE NUMBER CU 706 HORIZONTAL: DRAWING NUMBER 1"=40' VERTICAL: C7 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION : E 0 m w a N L9 s a NOTE: THE CONTRACTOR MAY NEED TO PROVIDE o��Go�`o�° /o ADDITIONAL EROSION CONTROL MEASURES WITHIN PP THE CONSTRUCTION LIMITS BASED ON ACTUAL 5�� ! / OQ° FIELD CONDITIONS. CONTOURS SHOWN FOR THE THE BLUFFS DEVELOPMENT ARE BASED ON DESIGN vel_ O PP 100 DOCUMENTS PROVIDED BY OTHERS AND MAY NOT P�5 / / / Fp BE REPRESENTATIVE OF FINAL GRADE CONDITIONS UPON START OF THE WORK FOR THIS CONTRACT. THE CONTRACTOR SHALL CONSULT THE OWNER AND ENGINEER IF THERE ARE QUESTIONS �Gy� / N 046011Gdl REGARDING THE NECESSARY EROSION CONTROL MEASURES UPON START OF, AND DURING oJ����� / �� QQ� 6 CONSTRU TION. zos los \G��QG• P5 �P /�G'T N eo STORM CROSSING #11 - (SEE SHEET C21) TBMON SPINDLE TOP 0Po g6POLE CpScL ELE� 193 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # (TYP.) 190.71 RIM STONE 212O /�GTYP.18 �� 233 MH 24 STONE RELIEF OUTLET () IE=7 / P ti F # �� 00- / �(i / ti STA: 88+88.39 INSTALL 15" RCP STORM PIPE UNDER W COMBINATION TEMPORARY SILT F NCE �� �ti / / �s ���� �. RIM:198 75 ,� TSP CONST_EN - ANCE W �\��� �� fig. S��s F / i i� _ 'i \ = FOR HIGH HAZARD AREAS/ yap G� �� / s�o / / ��� / / / / TI_MI�C�ST. ENTRANCE , V) TEMPORARY PROTECTION FENCING (TYP.) ��� ����' �� -)(SEE DETAILS) WORK INSTALLATION IN CONJ. WITH TEMP STORM PIPE \ `W / �� ����/ _ CITY)F R LAEGH UT7NTY�as IEN B 19 P�47o LIMITS OF DISTURBANCE (TYP)_' OSSF SSF TPF SSF S F SSF SSFP SS F \ SSF F— 79p / / v •�• � 7 ^w +, _ \ / STdNE RELI�� 4+00 / / 85+0 205 / �osgs+0o // +00 \ 88+ +oo OUTLET (TYP.) \ + 00 \ SSF W .Z-.! — _ �- — RU -1 R » F?E WIDE SOIL PATH 7tQ PR - 270 \ \ LIMITS OF �o� �_osr2' c DISTURBANCE _ o o �9/� TOP 3 g NUT (TYP) _ �P� NOTE: REFERENCE GENERAL NOTE 39 MAYBROOK DR EXT. ON SHEET G2. (SEE SHEET C26) C TEMPORARY ~SILT FE`10E FC HIGH HAZARD AREAS (TYP. WOODS LUE CITY OF RALEIGH UTILITY EASEMENT BM 7971 PG 470 -EX. 16" DI REUSE FX .54" P(P SS / / 5" CP 195 • - o.- 01 131079 .. -.•_.�_.� • •. i tiA �� ��" ' :iii ��(//� • . 89•- .-� .- i 51 • v '•. � �- � �-ice=-- �� -` .. �� 1�i^� :1�� q��• 195 EX. DI TCH TEMPORARY STREAM CROSSING AND PUMP AROUND T SEE DETAIL SWP-1 /' / EX. GUARDRAIL (TYP.)j / / 76 Dl WATER LINE / J TEMP. CONST. ENTRANCE Q Q W rn EX. 54 RCP INTERCEPTOR / / z a 2 TEMPORARY TREES UNDER NEW HOPE ROAD/�� PROTECTION FENCING (TYP) 472.75± LF ® 0.080% SLOPE / �J /INSTALL/ SYNTHETIC MATIN 233 a o N ' (TO BE SLIPLINED w/ 48" SN72 FRP ,�� W v o _DITCH AS INDICATED. ONCE C)40' 0 40' 80' FLUSH -BELL PIPE) 0 TEMP. CONST. IS REMOVED, % �Q m ,SEE NOTES 1 & 2 BELOW) ! �` CONTRACTOR SHALL INSTALL C SCALE: 1"=40' (Horiz.) /COMPLETE SYNTHETIC MAT CONC. THRUST FOR DITCH EXTENTS BETWEEN COLLAR LOD ING 10 14 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED .-. � 00 BRL C8 1"=4' 2 APPROX. OHE EL 32.2± APPROX. OHE EL 28.1± APPROX. OHE EL 28.11 SLIPLINE NOTES: W w EX GRADE •. .. •. • 1 14 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED .-. � 00 BRL C8 1"=4' 2 APPROX. OHE EL 32.2± APPROX. OHE EL 28.1± APPROX. OHE EL 28.11 SLIPLINE NOTES: W w EX GRADE v 1. CONTRACTOR SHALL NOT SLIPLINE EX. 54" RCP rn N C W o z z Y INTERCEPTOR UNTIL THE 72" INTERCEPTOR HAS N w I- 2 Q, CL PROPOSED IN TER CEP TOR BEEN INSTALLED, TESTED AND APPROVED BY Z w Y v 171 a CL Q Cxx o THE OWNER AND SEWER FLOW HAS BEEN I o w -� o .-.� ^2 Waw _ - -- - 3 72 ;. N TRANSFERRED TO THE INTERCEPTOR. o o � \ - r. .^� ^ Q Of mLd o w � v PROPOSED 8' DI WATER LINE J w 04 - o o^ 2. CONTRACTOR SHALL VERITY EX. SS MH Z ^ 3 N (BY OTHERS) o 1- 2 FOR DUKE :NERGY PROGRESS TRANSMISSION LINE00 - - - - - DIMENSIONS AND PIPE INVERTS PRIOR TO w a s o ` Yo >- � —NOTES EASEMENT CROSSING `} °2 N Ado + °^° BEGINNING SLIPLINE WORK. o o V) LL m M 2 POP. SIDEWALK O m 02 EX. 12 " S TEEL GA S 1. CONTRACTOR SHALL CONTACT DUKE ENERGY PROGRESS =�., N�rn g Z o x w = J A Z m �" °p o r, °0 v ao �v o °p (B Y OTHERS) Of m o -16 2 �- ? RIGHT-OF-WAY AGENT BRUCE PAIT O 919-329-5928 A MINIMUM OF 48 HOURS PRIOR TO ANY WORK IN THE x _ Z Z ` c� w Z m g °' o �3 2 oma, u co t- ^ j w 0 N m O � W Z p TRANSMISSION UNE EASEMENT. w 00 , W PROPOSED GRAD o o v 2 �\ ���-- -- vi ..� =ems»> (BY OTHERS) 2. CONTRACTOR SHALL ADHERE TO DUKE ENERGY ` ` Z Z Z FOR THE BLUFFS @ �' a .� 3 PROGRESS CAROLINAS EASEMENT RIGHTS AND THE - 98 9/16/13 "TRANSMISSION LINE RIGHT OF WAY USE WALNUT CREEK 1 GUIDELINES" AS INCLUDED IN THE CONTRACT DOCUMENT / I ROP. SIDEWALK DEVELOPMENT) APPENDICES. � � I � (BY OTHERS) 9 3. PER OSHA REQUIREMENTS A SAFE DISTANCE OF 12'-2" � �� (BEYOND) EX. 54 RCP INTERCEPTOR BEYOND 11 -- - - - 1 MUST BE MAINTAINED FROM ANY CONDUCTOR OF / UNDER NEW HOPE ROAD ELECTRICITY. / 472.75± LF 0 0.080% SLOPE 94 4. DIRT MAY NOT BE PILED HIGHER THAN 6 FEET WITHIN (TO BE SLIPLINED w/ 48" SN72 FRP 1 - - - 1 TRANSMISSION LINE EASEMENT AND MUST BE REMOVED I I FLUSH -BELL PIPE) �- EX 2" TELE „ LOCATE( 16 DI DAILY. I __(SEE NOTES 1 & 2 ABOVE) (REUSE 92 5. NO BLASTING IN THE POWERLINE EASEMENT WITHOUT A I i i CONIC THRUST COLLAR 1 WRITTEN AGREEMENT w/DUKE ENERGY PROGRESS. INSTALL CONCRETE CRADLE TO I EX. 2" TELE 6. CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF I I SPRINGLINE OF PIPES. SEE CORPUD. EX. 16 DI REUSE EX. 16" DI REUSE 9 PROJECT LIMITS. I I1 DETAIL SS -4. EX. 16" DI WL I I 7. POWERLINE HEIGHT IS APPROXIMATE. CONTRACTOR SHALL MAXIMUMCONFIRM SAG ELEVATION WITH DUKE ENERGY �— - 8 PROGRESS. - - - - - - - - - - - - - - 72"FRP SN46 - - - - - - - - - 72" FRP SN46 1 72" FRP SN46 I I 8 i F 1 84 1 i I 068% -� ------:x@068 ------ - ..' - - - - - �•-- - -- 0.068 1 o. - --- --- -- -r _----'- -- ------ -- _ - - ---- , 82 1 8 STORM C EXS48G ,.. 434.12 LF 1 565.50 LF 477.49 LF CP (TO BE REMOVED) (2 16�� 22.5. HORZ. DI BEND (CONN. TO EXIST.) 7 INSTALL CONCRETE CRADLE (2) 16" 11.25' HORZ. DI 1 TO SPRINGLINE OF-BENDS(I (CONN. TO EXIST.) 7 PIPE/CULVERT. SEE TORM CROSSING #11 THRUST 1 CORPUD. DETAIL SS -4. (SEE SHEET C21) CONC. BLOCK 84+00 85+00 REVISIONSDESCRIPTIONS 86+00 87+00 1`,���►�1 t CASEAL .v�-- ¢ - LAY 1NQ 88+00 89+00 v vN4CK M & CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com 90+00 O RI FSG G % L 91+00 92+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 93+00 94+00 72" SANITARY SEWER STA. 84+00 TO STA. 96+00 95+00 F DATE: 14 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL C8 10 08 D6 D4 a8 a6 a4 a2 a0 38 36 4' 34 32 0 30 78 4' 76 96+00 8' SCALE: 1"=4' Vert.) SCALE M&C FILE NUMBER CU 706 HORIZONTAL: DRAWING NUMBER 1"=40' VERTICAL: C8 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 206- 204- 202- 198- 196-- 19 4 0204202 191919419219181818418218171717496+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # N lz U J OO FP EX. GREEN WA Y \ j �Q \ \ (REF. NOTE 3700 / o TEMPORARY STREAM \ EX. 54" RCP ss — ON SHEET G2) i �' , o / / i // CROSSING AND PUMP AROUND L103 i 5- _ (SEE DETAIL SWP-1) \ - _ EX. 16' Dl REUSE ii - _ = MH #27 O \ 1 STONE �ELIE� / STA:101+24>3 �— — -- / / — p _ _ CLEARING LIMITS (TYP.) �� � � — — RIM: 197.49 � ep. � -o / 18s — — — — � / � �� — OUTLET`(TYP.)—moi. LIMITS OF DISTURBANCE (TYP)_ ti G��� 5FI- TIE EX. 24 FM -� 18 80//��%� ---____ ---- ��� 1� :;.''::INTO NEW MH #27 �� I �I �\ o• o I j RA�EGGH I� ZY E/A�L<A�1FNT/197/ 470 - - _ - - - \ �P i� I I' / / L \ ssF/TpF — F \ CONC. THRUST / / (Il ` r STREAM 99 00 moi/ ; — — J \ \ \ COLLAR -�,� I ���� — — (iT 0 RA EI H MH #28 LIMI M / — — STA: 106+16.18 \ \ � �� \ S S R EASE ENT �J1g6' - 1a°� j / DQ INE / 1e1+00 c. \ EX. 24 Dl FM } �\ _ \ \ 9 PG. 70 RIM: 196.24 I \\ \ - - 3 RI 0 (REMOVE FOLLOWING COM - ` RECONNECTION TO MH #27) ) �1�2 I FARC FILTER (TYP.) N I FEN( 1a �/ 19 --� 785_ �� o \ `LI �y / �U _1L6"(REC \ 1 X121' A1606 4 24" 45' DI BEND — ��� _ _ — — — — = ° ��� \�I a°'II \ EX. 15" RCP —-ARE. _M - RV -M= �M- .O -M_�1j - -/�- -M.� M— n,6—uRIM b.,.. 3 0 W —" , ` .,- \ I V I (TO BE REMOVED) / —FEN( V EL 44 191 A Y`t in - - \ _ 8 � - 193 - .•,p - \ RIM: 1? 196 -S3f INS?. IN(4): 185. 4' \ r 1 - - -- 190 - a c o o_ _- 1 1 7 0 rn \ 06+ 60� \ I I 107+00 TPF 1 L ! �� / O - - - - - 19 \ SS \ R R XI TING y RIM=200.11 �` SSMr�jI 195• / CB30 M _ _ - - -o \ \ \ \ INS BOUT y86 01 , TOR PRIOR TO ACCESSING \�T�OF NUT=193.8 RIM�197.97 \I 1� O 180' W FOR _-- =A FOR STAGING, ETC.V.IN=190.07'(24"DIP FM i .190 \ - --187_ - ( - _ -� RU I 79� I N=184.45' �I 7 AD EAS MENT 2 9 _ � z 6 \ \ \ \ PG. 175 V1lij ` L5 1, (PLUG FM CONN. \ \ _ F \ AT MH w/ GROUT) \ \ \ _ 200• \ \ Z \ ` , EX GREEN WA Y \ .� J STONE RELIEF 1 UTLET (TYP.)" I �'\ Wow (REF. NOTE 37 / _ _ _ _ _ ON SHEET G2) CLEARING LIMITS � ., � � I \ '� \� �\ � S� U � � � — � � I =— � � � �' �� — �� � � (TYP.) LIMITS OF DISTURBANCE (TYP) \ �S Q �F� IGH . l EME r eA� 7 0 - �� �# COMBINATION TEMPORARY SILT FENCE FOR HIGH HAZARD Tr=KA DnQeQV TQC'r NOTE: THE CONTRACTOR MAY NEED TO PROVIDE AnnIT10KIA1 Fpngi 1N r.ONTR(11 MFAgIIRFq WITHIN l/A•�tl� - r` NOTE: REFERENCE GENERAL NOTE 39 ON SHEET G2. 40' 0 40' 80' SCALE: 1"=40' (Horiz.) 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 DESCRIPTIONS LL REVISIONS 1`,���►�1 t CA'���r''`�i SEAL z .v�-- ¢ - LAY1NQ''\ 1,P) I �� v vMFICM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 72" & 66" SANITARY SEWER STA. 96+00 TO STA. 108+00 EX. 16" RJ DI REUSE PROP. RELOCATION OF GREENWAY TRAIL (BY OTHERS) DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 206 204 202 200 198 196 194 192 190 188 186 4' 184 182 0 180 178 4' 176 174 108+00 8' SCALE: 1"=4' (Vert.) SCALE M&C FILE NUMBER CU 706 HORIZONTAL: DRAWING NUMBER 1"=40' VERTICAL: C9 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 20 20 204 202 20 19 19 194 192 19 18 18 184 182 18 :L 17 108+00 STONE RELIEF - OUTLET (TYP.) I MH #30— STA:115+ 58.99 RIM: 198.94 SSMH // \ I RIM=202.13 INV. IN= 190.83'(8"DIP) INV.IN=186.27' INV.OUT=186.25 �O 40' 0 40' 80' SCALE: 1"=40' (Horiz.) Z COMBINATION TEMPORARY SILT FENCE CLEARING LIMITS FOR HIGH HAZARD AREAS/ (TYP.) TEMPORARY PROTECTION FENCING (TYP.) I 'y EXTEND EX. 8" SEWER MH #31 L ��W'0 THROUGH EXISTING MH LIMITS OF DISTURBANCE (TYP) STA: 119+92.13 WITH 54 LF DIP AND _ _ RIM: 195.26 'yam _ � EXTEND TO NEW MH � - ' - � - � 1so , � � � � < < � #30 AFTER 66" IS _ — —�\%,AACTIVA D (SEE DETAIL -----SS-18 OtT�OF RALEIGH i-T/L�TY EASEWNN - W 1ZJ74, PG 4-70 — — — — 190 / 'B'E'N'CH ' ri\ BENmCH 11E IN 24" SYWETGUM / o ELEV=204.43' �/ \ \�3 \ /j X. 48" RCP SS\ \ 244 245 A \-13 \3 pN�\0s q� EX. MANHOLE UPSTREAM IS APPROX. 226 LF FROM/ PROPOSED MH #30— EX. 30—EX. MH RIM=210.86 EX. 8" INV OUT: 196.12' IL-1vn VIN/ 1\ I I I N"L- PROTECTION FENCING (TYP) I 247 I 248 SSMH RIM= 798.94 INV.IN=186.50' INV nlIT=1 A6.42' ITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTIO )ns for the proposed use have been reviewed for general nplionce with applicable codes. This limited review, and horizotion for construction is not to be considered to represent al compliance with all legal requirements for development and istruction. The property owner, design consultants, and controctc each responsible for compliance with all applicable City, State J Federal laws. This specific authorization below is not a permit, . shall It be construed to permit any violation of City, State or feral Low. All Construction must be in accordance with all Local, ite. and Federal Rules and Regulations. 1KANSPOR1ATION SERVICES PUBLIC UTILITIES STORIAWATER I I PLANNING/ZONING I FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 DESCRIPTION SEAL SEAL 1`,���►tltCAf Essig ¢ - LAY Q g!4 &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 66" SANITARY SEWER STA. 108+00 TO STA. 120+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL 208 206 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION Y U 204 v 3 -2 C ro LW O in 1: ? z 196 194 192 190 4' 188 186 0 184 182 4' 180 178 120+00 8' SCALE: 1 "=4' (Vert.) SCALE M&C FILE NUMBER CU 706 HORIZONTAL: DRAWING NUMBER 1 "= 40' VERTICAL: C 1 0 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 7� WETLAND " �O W100 " " " � " " UI " WI ` W" F = COMBINATION TEMPORARY SILT FE CE � FOR HIGH HAZARD AREAS/ W TEMPORARY PROTECTION FENCING (TYP.) • AIR, _rte !��� �� � . r.•I� • MH #32 STA: 122+27.07 RIM: 195.44 CLEARING LIMITS—) IPF (TYP.) ClT OF RALEIGH UTILITY EASEMENT BM 1971 PG 470 / 23+00 180'_ �.. " P " ,✓ CITY OF RALEIGH UTILITY EASEMENT BM 1971 PG 470 ` E= 18 .23 I" " CONTRACTOR TO PROTECT EXISTING STORM CROSSING XE #14TLANb INTERCEPTOR PRIOR TO ACCESSING ANY AREAS (SEE SHEET C22) " "W100" A FOR STAGING, CONSTRUCTION, ETC. (TYP.) TEMPORARY TREE 10 x 20' TEMP. PROTECTION FENCING (TYP) CONST. EASEMENT TEMPORARY CONSTRUCTION ACCESS (SEE SHEET TC -8) 252 � LIMITS OF DISTURBANCE (TYP) 208- 02020420220191919419 JANUARY 2016 206- RU RU 204- TOC 202- TDC_ 200- PROJ. MGR. BRL 198- 1"=4' 196- 194- PERMIT # 19 190- 91818184182STORM 188- 186- 184- 182— STORM CROSSING 18 #14 (SEE SHEET C22) 178- 17 120+00 LIMITS OF DISTURBANCE (TYP) STONE RELIEF OUTLET (TYP.) 124+00 RU 7777777 125+00 1 R U(REC) 700 �A MH #33 STA: 125+95.36 RIM: 195.72 EX. 48 RCP SS ARV -EX. 16" DI REUSE RIM=206.61 EX. WOODS LINE TOP OF NUT (TYP.) =200.82 CONC. THRUST COLLAR 22.5° VERT. BENDS (CONN. TO EXIST.)— RELOCATE 16" DI REUSE OOK CROSSING DRIVE o / o��F FUTURE EXTENSION PROPOSED ACCESS,CN LAYDOWN AND TPF— STAGING AREA SPF CITY OF RALEIGH GREENWAY EASEMENT BM 2006, PG. 927-930 ADDITIONAL FILL (TYP) (3) 24" RCP OVERFLOW PIPES (SEE SHEET C22) 0.075% 234.93 LF STORM CROSSING #14 EX. 12 " CMP (TO BE REMOVED) INSTALL CONCRETE CRADLE TO SPRINGLINE OF PIPES. SEE CORPUD DETAIL SS -4. 121+00 FrZT-Eff - • RE 122+00 / 123+00 SEAL 1\����►lf ti ��l,i+rr���i SEAL 4 - F�yGINE�91 L AT i�A EXTEND EX. 8" DI SEWER THROUGH- --- EXISTING MH WITH 50 LF TO NEW MH #33 AFTER 66" IS ACTIVATED ' 22.5° VERT. BENDS (CONN. TO EXIST.) / :CONC. THRUST COLLAR NEW 15" RCP (SEE SHEET C22) EX. 12 " CMP (TO BE REMOVED) ?" CMP =184.4 194 SSMH 12" CMP RIM= 196.75' IE=190.22 I N VJN =191.05' TBM INV.IN=186.65' 150'x50' CITY OF RALEIGH BENCH TIE IN 22" OAK �NV.OUT=186.53' SANITARY SEWER EASEMENT ELEV=195.13' BM 1971, PG. 470 JJI JJI 2 CITY OF RALEIGH a S NITARY SEWER EASEMENT C) BM 2006, PG. 929 g CONTRA CTOR �TO PROTECT EXISTING TPF� INTERCEPTOR PRIOR TO ACCESSING 8" PVC MH ANY AREAS FOR STAGING,—TPF I = 01.78' LOD— CONSTRUCTION, ETC. TYP. IN(SE)=194.27' ( ) INV UT(SW)=194.15' EX. GRADE PROPOSED IN TERCEP TOR EX. 16 " DI REUSE CONC. THRUST C LLAF f— 16" 22.5° VERT. DI BENI FRP SN46 (CONN. TO EXIST. 8.29 16" 22.5° 124+00 125+00 DI BENDS LIMITS OF DISTURBANCE (TYP) TEMPORARY TREE PROTECTION FENCING (TYP) MH #34 STA: 129+46.37 RIM: 193.98 EX. GREEN WA Y (REF. NOTE 37 ON SHEET G2) 251 252 N � Iv COMBINATION TEMPORARY SILT FENCE FOR HIGH HAZARD AREAS/ I W TEMPORARY PROTECTION FENCING (TYP.) _ LIMITS OF DISTURBANCE (TYP) 40' 0 40' 80' SCALE: 1"=40' (Horiz.) W W 100 FP =191 O -1s2� O N � M RU I RU — TPIUJ LOU _ J U TEMPORARY TREE PROTECTION FENCING (TYP) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY JANUARY 2016 MCE PROJ. # RU RU RU TOC TOC TDC_ LIMITS OF DISTURBANCE (TYP) 40' 0 40' 80' SCALE: 1"=40' (Horiz.) W W 100 FP =191 O -1s2� O N � M RU I RU — TPIUJ LOU _ J U TEMPORARY TREE PROTECTION FENCING (TYP) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY v v MCKRV&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS STA. 120+00 TO STA. 132+00 DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN CITY OF RALEIGH DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL PUBLIC UTILITIES DEPARTMENT 1"=4' PERMIT # 208 206 Y o Y 204 —I U 202 'IX U 3 � � fIJ 00 a o 200 uj U a0 rn N �i o °� "� O N 1��3oprn� c6 �No"'^,� 2Z � +0) dNi 198 STORM CROSSING #15^' r'j °j Q? o (SEE SHEET C22) _ - z z � 196 l ADDITIONAL FILL (TYP) \ \ INSTALL CONCRETE CRADLE TO SPRINGLINE OF PIPES. 194 SEE CORPUD DETAIL SS -4. 66" RCP ....................... 66" RCP 19 0 ... / 188 .. .. .. ®0.075 0.075% 4' = . .. 186 .. _ ............. .........................:.:..-..:. `............::::......::::........... .................. - .......:: 184 ....... .:....:::..::.:....:...::...:.....:::::.::....:::..:..::.::.::.:::.::.::: .............::.:::.......... .. 351.00 LF 303.83 LF 0 EX 16" DI REUSE STORM CROSSING #15 182 EX. 12" CMP (TO BE REMOVED) C INC. THRUST COLLAR 180 4 16" 22.5' VERT. DI BEND (CONN. TO EXIST.) 178 176 126+00 127+00 128+00 129+00 130+00 131+00 132+00 8' SCALE: 1"=4' (Vert.) v v MCKRV&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS STA. 120+00 TO STA. 132+00 DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL Cj 11 SCALE M&C FILE NUMBER CU 711 HORIZONTAL: DRAWING NUMBER 1"=40' VERTICAL: Cj 11 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON `a m -a w Ln 0 N 04 N O EXU PSTREAM MH f500LF V. OU T= IN191.21 EX 18" Dl S. S. (40' CITY OF RALEIGH SS EAS NT EX. 6 " DI REUSE FI—M H #35 252 CTA. 9 27 i r -A e)n COMBINATION TEMPO ARY SILT FENCE FOR HIGH HAZARD AREAS/ SHEET G2) CITY OF RALEIGH GREENWA� 77B LJ DB 14957, PG. (APPROX. PROPERTY LINE OF ISRAEL LOCK HART) I MH #37--/ SIA: 37+42.10 RIM: 196.58 LIMITS OF DISTURBANCE (TYP) INV. IN= 188.42 INV.OUT=188.39' r -C o COMBINATION TEMPORARY SILT FENCE i �KtF • IVU I t S UN......0B 14957, PG. 778 N N EX 16" DI REUSE SHEET G2) (APPROX. PROPERTY LINE OF ISRAEL LOCKHA o TORM CROSSING #16 o �) (SEE SHEET C22) J \ 254 I 1 EXPOSED PIPE TOP OF 54" RCP 192.80' -MH #38 STA: 137+76.58 RIM: 196.59 40' 0 40' 80' SCALE: 1"=40' (Horiz.) 254 IW IV) Iw N H CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DESCRIPTIONS REVISIONS SEAL SEAL CA'''��,� �t 4 v vURCM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 66" SANITARY SEWER STA. 132+00 TO STA. 143+00 DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: 1"=40' VERTICAL: 1"=4' M&C FILE NUMBER CU 711 DRAWING NUMBER C12 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION E 00 Ld a oo 040 Lo 0 0 COMBINATION SILT FENCE/TREE PROTECTION FENCE (TYP.) CIT F RALEIGH GREENWAY EASEMENT (APPROX. PROPER LINE OF ISRAELSLOCKHART) LIMITS OF DISTURBANCE (TYP) -,,, j I MH #40 STA:1 4+94.76 R :205.14 EX. GREEN WAY (REF. NOTE 37 ON SHEET G2) CITY OF RALEIGH UTIL IT NT BM_ 1\7_1 PG 47_0_ 45+00 116400 8" SSS Ru I Z COMBINATION SILT FENCE/TREE PROTECTION FENCE (TYP.) EX. 48" RCP SS EX. 16" DI REUSE EX, WOODS LINE r-7 (TYP.) STONE RELIEF OUTLET (TYP) SCOUR HOLE TYPE 1 (SEE DETAIL EC -19) 12 SLOPE DRAIN (TYP) (SEE DETAIL EC -18) 148+00 MH X41 �STA:149 \\ RIM: 197.49 16"(RE ) RUuAL_jgu RU RU RU RIM=210.45' TOP OF NU T =206.49' o CONC. THRUST COLLAR O V.IN— 89. " ' LOD 9 / x .26' — — �J / L .c I MAINTAIN EX. 8" SS IN SERVICE / TO NEW MH A�ANDON EX. 8" �o DI SEWER LS MH #11 CLEARING LIMITS (TYP.) - oo DOWNSTREAM OF STA: 146+21.47 NEW MH RIM: 209.22 PROTECTION FENCE(TYP.) �s,► eJ DITCH 1R CONTRACTOR TO PROTECT EXISTING INTERCEPTOR PRIOR TO ACCESSING THIS �X 255 00-, AREA FOR STAGING, CONSTRUCTION, ETC. SFS CHECK DAM (TYP) syF ` LIMITS OF DISTURBANCE (TYP) i-0' 0 40' 80' SCALE: 1"=40' (Horiz.) 7 9+00 45A OTA 1-440 &10ROL OF ACCESS R ZO A t V '� E EX. 16 " DI REUSE : o Rh17� /95 trE (TO BE REMOVED s Tgop OF /VUT WHERE RELOCATED) ,7 1771 CONCa�H US uv OLLA 'O'NE- y T(SEE EX. 48" RCP INTERCEPTOR -JUNCTION BOX #3(CROSSING UNDER 1-440) 1+51TA:149+94.05 317.75± LF @ 0.020% SLOPE IM: 199.52 - -(TO BE SLIP LINED w/ 42" SN72 FRP FLUSH -BELL PIPE) NOTES 2 & 3) ssMH° \�MH #41 A \ R1M-206.24' IN V.IN=198 STA: 1 +30.67 _ o off- RIM: 195.70 (SEE NOTE 1) 644 L \ /./.,F �b 1Sx00 BENCH 71E IN 15" OAK / 4V ELEV-210.92' \ �q�F/ch, I h0 59 25'x50' CITY OF RALEIGH E AwTARY, EMH #42 RELOCATE 16" DI REUSE OVER (MAY 6E SUPERCED TA:150+29.03 NEW 66" SS WITH 45° DI BENDS ESMT—BM 1994, RIM: 201.52 AND ROLL AS REQ'D. ADD CONC. I TEMPORARY DIVERSION CRADLE AS SHOWN. DITCH #1 (TYP) (SEE DETAIL EC -17) ARC FILTER INLE PROTECTION v TYP SEE DETAIL EC -12 (TYP) ( ) LIMITS OF DISTURBANCE (TYP) �Q. PROPOSED VARIABLE W DTH CITY OF RALEIGH SANITARY SEWER EASEMENT 25s 21 208 206 204 202 200 198 196 194 4' 192 190 0 188 186 4' 184 8 SCALE: 1"=4' (Vert.) MCE PROD. # U DRAWN EJB DESIGNED 18 CHECKED CLW, JSL PROJ. MGR. BRL Nt -J-182 2+00 \° 216 19 o o�� -214 194-- 94214 O O 212 192 ~ O J LQ -� 210 19 18 21 � 00 L 08 2 'gyp oorn°' I V rn N � °'00 00 z 206 18 o v_ i_w MH #41A ? BEYOND) 3 U ti zg!t RIM:195.70 184 ? Z W NV IN/OUT: 189.39 (48") 204 o 214 / 182 g orn� _ C 202 0+50 cj U eF U +104 o200 U N o EX. 48" RCP INTERCEPTOR _ (BEYOND) 62 Is z_ z ROSSES UNDER 1-440 198 / 317.75± LF @ 0.020% SLOPE (TO BE SLIP LINED w/ 42" IXN 'd rn 212 Al SN72 FRP FLUSH -BELL PIPE) 196 to =o W o (SEE NOTES 2 & 3) 4, -- - -- -- -- -- 194 192 110 �~rte 190 188 0 _._____..__-_._..._._-......___._....---.__._...............___....._._........_....._..._.___.._...._._.....-. 6 6FRP SN46 00 ® 7 .:.-: 5° 137.67 LF = 4 O MN __j (0 rt�. 2 Z —7771 EX GRADE @ 186 184 34.9 LF -CONTRA TOR TO CONFIRM EX. FR SN46 Awl 8" SS INVERTS PRIOR TO PROPOSED ® 0.075r*' ® 0.075% FABRICATING JB #3 8 182 150+00 151+00 151+50 SCALE: 1"=4' (Vert.) N z ? o INTERCEPTOR ADDITIONAL FILL (TYP) 20 TEMP. LOPE DRAIN 20 SEE DETAIL EC -18) 204 / EX. 16" DI 202 REUSE EX. 8" DI SS i 20 i u � \ 19 196- ® EX 48" SS UNDER RELOCATE 16" DI REUSE � _- LF �3� �$ NEW 8" SS ONLY USE 16" 45° DI BENDS 194 - TYP. OF 4"� ROLL REQ'D. \ IAS CONC. THRUST COLLA 192 (TYP. BOTH ENDS 66" FRP SN72 66" FRP SN46 19 18 ® 0.075% : _ ®0.075% 18 = 184 392.24 LF 460.54 LF EX. 16" DI REUSE CONC. CRADLE FOR REUSE LINE ON TOP F 72'" 182 143+00 144+00 145+00 146+00 147+00 148+00 149+00 DESCRIPTIONS REVISIONS A SEAL CA'''<.,� �t 4 ZZLAT vop v vURCM&CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn Y U O COMBINATION TEMPORARY SILT FENCE FOR HIGH HAZARD AREAS/ TEMPORARY PROTECTION FENCING (TYP.) 210-- 208-- 206-- 204-- 202-- 200-- 198-- 18 120202042022019 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS NOTES: 1. INSTALL NEW 8'0 PRECAST DOGHOUSE MANHOLE ON EXIST. 48" RCP ® JOINT. LAY 48" FRP SN46 BETWEEN NEW MANHOLE AND JUNCTION BOX. #1. HOME DOWNSTREAM END OF EXIST. 48" RCP TO NEW MANHOLE @ PLAIN END OF PIPE. 2. CONTRACTOR SHALL NOT SLIP LINE EXIST. 48" INTERCEPTOR UNTIL THE 66" INTERCEPTOR HAS BEEN INSTALLED, TESTED AND APPROVED BY THE OWNER AND SEWER FLOW HAS BEEN TRANSFERRED TO THE 66" INTERCEPTOR. 3. CONTRACTOR SHALL VERIFY EXIST. SANITARY SEWER MANHOLE DIMENSIONS AND PIPE INVERTS PRIOR TO BEGINNING SLIP LINE WORK. 210 1+00 66" SANITARY SEWER AND EX. 48" SANITARY SEWER STA. 143+00 TO STA. 151+50 (66") STA. 1+00 TO STA. 1+03.67± (EX. 48") 208 206 204 202 200 198 196 194 4' 192 190 0 188 186 4' 184 8 SCALE: 1"=4' (Vert.) MCE PROD. # U DRAWN EJB DESIGNED 18 CHECKED CLW, JSL PROJ. MGR. BRL Nt -J-182 2+00 \° 216 19 o o�� -214 194-- 94214 O 212 192 ~ O J LQ -� 210 19 18 � 00 L 08 2 'gyp oorn°' I -� rn N � °'00 00 z 206 18 o v_ i_w MH #41A ? BEYOND) U ti zg!t RIM:195.70 184 ? Z W NV IN/OUT: 189.39 (48") 204 T / 182 _ C 202 0+50 cj U eF +104 o200 o EX. 48" RCP INTERCEPTOR _ (BEYOND) 62 Is z_ z ROSSES UNDER 1-440 198 / 317.75± LF @ 0.020% SLOPE (TO BE SLIP LINED w/ 42" Al SN72 FRP FLUSH -BELL PIPE) 196 (SEE NOTES 2 & 3) 4, -- - -- -- -- -- 194 192 190 188 0 _._____..__-_._..._._-......___._....---.__._...............___....._._........_....._..._.___.._...._._.....-. 6 6FRP SN46 00 ® 7 .:.-: 5° 137.67 LF = 4 —7771 186 184 34.9 LF -CONTRA TOR TO CONFIRM EX. FR SN46 Awl 8" SS INVERTS PRIOR TO ® 0.075r*' ® 0.075% FABRICATING JB #3 8 182 150+00 151+00 151+50 SCALE: 1"=4' (Vert.) CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS NOTES: 1. INSTALL NEW 8'0 PRECAST DOGHOUSE MANHOLE ON EXIST. 48" RCP ® JOINT. LAY 48" FRP SN46 BETWEEN NEW MANHOLE AND JUNCTION BOX. #1. HOME DOWNSTREAM END OF EXIST. 48" RCP TO NEW MANHOLE @ PLAIN END OF PIPE. 2. CONTRACTOR SHALL NOT SLIP LINE EXIST. 48" INTERCEPTOR UNTIL THE 66" INTERCEPTOR HAS BEEN INSTALLED, TESTED AND APPROVED BY THE OWNER AND SEWER FLOW HAS BEEN TRANSFERRED TO THE 66" INTERCEPTOR. 3. CONTRACTOR SHALL VERIFY EXIST. SANITARY SEWER MANHOLE DIMENSIONS AND PIPE INVERTS PRIOR TO BEGINNING SLIP LINE WORK. 210 1+00 66" SANITARY SEWER AND EX. 48" SANITARY SEWER STA. 143+00 TO STA. 151+50 (66") STA. 1+00 TO STA. 1+03.67± (EX. 48") CONCURRENT REVIEW APPROVAL CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: 208 206 204 202 200 198 196 194 4' 192 190 0 188 186 4' 184 8 SCALE: 1"=4' (Vert.) MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL Nt -J-182 2+00 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL Nt SCALE M&C FILE NUMBER CU 711 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C 1 3 1"=4' Nt STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 151+50 EX. 48" RCP INTERCEPTOR (CROSSING UNDER 1-440)NW& U 317.75± LF020% SLOPE (TO BE SLIP LINED RU w/ 42" SN72 FRP FL�H—BELL PIPE) (SEE NOTES 2 & 3) p 15 RCP Amo ��z o 60 c o �2 X VV TUNNEL LAUNCH /RECEIVING PIT/SHAFT APPROXIMATE SF 152 — _wP 152 0 \ ssF !' 11\ o NEW STORM DRAINAGE JUNCTION BOX AND 30" RCP (SEE SHEET C22) MH #40 \ o 154+00 M --'ST*-4,51 +� 71 1 RIM: 211162 LIMITS OF DISTURBANCE (TYP) 'A Cir EIGH UTILITY SE EN BM 1 470 X. SS MANHOLE B REHABBED (SEE NIf OTE 1) TO SSMH LOA ON 1�' AS DETE ED 0 ANITARY 9XIMATE AND I T HOLES AND a � STUDY o GUARQRAIL I I LIMITS OF DISTURBANCE (TYP) ,4CLEARING LIMITS (TYP. ITY ME NT B 1971 PG 4 70 !Ii,\ EX. 48" RCP INTERCEPTOR (CROSSING UNDER 1-440) 263.66± LF @ 0.024% SLOPE (TO BE SLIP LINED w/ 42" SN72 FRP FLUSH—BELL PIPE) (SEE NOTES 2 & 3) — CITY OF RALEIGH UTILIT'00000Y QMH #1 (74) ,STA: 157+92.62 RIM: 203.%EE PROTECTION --- 114 TCHLI ROTECTIONMATCHLIA j FENCE (TYP.) 0 0 THIS STF1. 158+25 = I 1 REC) RU — HEET cn N � I .99 �• j (n EX 16� 159+00 SF/TP SF/TPF SIPHON OUTLET STRUCTURE N 1 / JT BM 1971 PG 470 ' EX. GREEN WA Y (REF. NOTE 37 ON SHEET G2) EX. 48 " RCP SS TONE RELIE CO(Lt 'Ftht OUTLET ((Lt MBINATION TEMPORARY.) FOR HIGH HAZARD AREAS/ RU R TEMPORARY PROTECTION FENCING (TYP.) q� STREAM 511,0 H ^ SSF SSF o a U 160+00_ _o >-o - - - -161+012 2+ TEMPORARY S(LT FENCE FOR HIGH HAZARD AREAS (TYP.) 13ENChl TIE IN 15SINSTALL yCAMORE LINER �. 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 DESCRIPTIONS LL REVISIONS A 1`,���►�1 t SEAL CA'��'�r''`�i .v�-- LAY 1NQ Q g!4 &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 66" SANITARY SEWER STA. 151+50 TO STA. 163+50 'l.r.n4K 180° I�— MCE PROD. # �H TREE PROTECTION C', J (to J-210 I � v 210 CHECKED I 3 = 208 PROJ. MGR. 00 CC3 206 WOODS 81 C', 2 � Rr � 204 rLIMITS OFDISTURBANCE I (TYP) w / 159+00 SF/TP SF/TPF SIPHON OUTLET STRUCTURE N 1 / JT BM 1971 PG 470 ' EX. GREEN WA Y (REF. NOTE 37 ON SHEET G2) EX. 48 " RCP SS TONE RELIE CO(Lt 'Ftht OUTLET ((Lt MBINATION TEMPORARY.) FOR HIGH HAZARD AREAS/ RU R TEMPORARY PROTECTION FENCING (TYP.) q� STREAM 511,0 H ^ SSF SSF o a U 160+00_ _o >-o - - - -161+012 2+ TEMPORARY S(LT FENCE FOR HIGH HAZARD AREAS (TYP.) 13ENChl TIE IN 15SINSTALL yCAMORE LINER �. 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 DESCRIPTIONS LL REVISIONS A 1`,���►�1 t SEAL CA'��'�r''`�i .v�-- LAY 1NQ Q g!4 &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 66" SANITARY SEWER STA. 151+50 TO STA. 163+50 'l.r.n4K 180° I�— MCE PROD. # �H 212 EJB J (to J-210 I � v 210 CHECKED I 3 = 208 PROJ. MGR. 00 CC3 206 C14 81 C', 2 � Rr � 204 Z I 202 J / H 0' AK I 18 1[. �N 1 � 214 MCE PROD. # I W I � Y 212 EJB J (to J-210 I � v 210 CHECKED I 3 = 208 PROJ. MGR. 00 CC3 206 C14 81 C', 2 � Rr � 204 1"=4' I 202 200 198 196 194 192 ]; 190 188 4' 186 1 184 0 182 180 4' 178 176 163+50 8' SCALE: 1"=4' (Vert.) DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL C14 SCALE M&C FILE NUMBER CU 711 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C14 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION (TO BE REMOVED WHERE RELOCATED RELOCATE 8" SS (SEE SHEET C24) LPROPOSED 60' COR pi _\ UTILITY EASEMENT )CK C c 00 w a N 0 N L 04 N 0 1 OAK TRAS C N \ OAK 2 2 2 2 2 2 1 TREE PROTEC FENCE (TYP.) WE REMOVE AND REPLACE 168 *00 \ SOFTBALL COMPLEX PARKING -55 \ LOT LANDSCAPING WITHIN LIMITS OF DISTURBANCE AS REQUIRED (TYP.) TRASkL CAN Is \ \ 9*00 NOTE: SEE SHEET C24 2s2 K FOR PROFILE OF NEW SS BETWEEN JB #2 AND OAK PROPOSED AYDOWN AND MH's 46, 47 & 48 STAGING ARE (WITHIN LOD) \ JUNCTION BOX #4- m AK STA: 169+55.14 RIM: 202.54 (SEE SHEET S2) LIMITS OF DISTURBANCE (TYP) I MH #47� M STA:1 +35.13 SEE TRAFFIC CONTROL SHEET TC10 RIM: 200.50 FOR CONTINUATION OF LIMITSf— OF DISTURBANCE Iii MH #46 STA:1 +00.00 RRM RIM: 200.50 O LP A S,�Sy O EX. 42" RCP SS qK 10 JANUARY 2016 VICE PROD. # \ DRAWN o 0 DESIGNED SHK, BRL CHECKED \ O�VM. EX. GREENWA Y WETLANDS W J (REF. NOTE 37 ON - EX. LIGHT POLE TO BE SHEET 132) �p�M - RELOCATED (COORDINATE go yM �M go WITH CITY OR RALEIGH — PARKS AND REC. DEPT. ) EX. TREE LINE -�M . �� 'vM - EX 48" RCP Ss g� �,, BLOW OFF AS EMBLY d„ �yM �'M g�� GROUN U o MH #45 CORROGA TED PLASTIC PIPE LIMITS OF DISTURBANCE (TYP) /NVA 19S gB DIP _ 4 ) _ STA: 163+74.89 RIM: 202.13 =195.00' gs. INIV.IN 19 (48 , INV.ou�=190.5 ' 48') PROPOSED 60' COR W r<� UTILITY EASEMENT _ FP REC R AIMED WrE A VE W A *0 INT 1 - to .. Cho ;.: 18' RCP 96 g3 _ + N DI STONE RELIEF OUTLET (TYP.) to \ 00 3B 0 tp RIM=200.15' \ INV INCE _.42 \INV OUT(S) 96.35' •.; TREE PROTECTIO .,. (TO BE REMOVED WHERE RELOCATED RELOCATE 8" SS (SEE SHEET C24) LPROPOSED 60' COR pi _\ UTILITY EASEMENT )CK C c 00 w a N 0 N L 04 N 0 1 OAK TRAS C N \ OAK 2 2 2 2 2 2 1 TREE PROTEC FENCE (TYP.) WE REMOVE AND REPLACE 168 *00 \ SOFTBALL COMPLEX PARKING -55 \ LOT LANDSCAPING WITHIN LIMITS OF DISTURBANCE AS REQUIRED (TYP.) TRASkL CAN Is \ \ 9*00 NOTE: SEE SHEET C24 2s2 K FOR PROFILE OF NEW SS BETWEEN JB #2 AND OAK PROPOSED AYDOWN AND MH's 46, 47 & 48 STAGING ARE (WITHIN LOD) \ JUNCTION BOX #4- m AK STA: 169+55.14 RIM: 202.54 (SEE SHEET S2) LIMITS OF DISTURBANCE (TYP) I MH #47� M STA:1 +35.13 SEE TRAFFIC CONTROL SHEET TC10 RIM: 200.50 FOR CONTINUATION OF LIMITSf— OF DISTURBANCE Iii MH #46 STA:1 +00.00 RRM RIM: 200.50 O LP A S,�Sy O EX. 42" RCP SS qK 10 16" 11.25° BEND 16" 22.5° BEND SSMH RIM=199.99' INV. IN =190.64' (42") INV. OUT = 190.64 (42") INV. IN = UNKNOWN (48") AT NEAREST UPSTREAM JOINT OF EX. 48" RCP SS, REMOVE EX. 48" RCP AND EXTEND NEW 48" RCP SS TO JUNCTION BOX #2 REMOVE EX. 42" & 48" SS BETWEEN MH #46 AND MH #48 16" 45° VERT. BENDS, BRING REUSE BACK DOWN TO EX. REUSE ELEVATION AND TIE—IN USING A 16" o - 5' BEND O EX, 48" RCP SS o v M1.75 40' 0 40' 80' THRU T COLLAR 791,82'(�POINT of Ro SCALE: 1"=40' (Horiz.) R� 163+50 DESCRIPTIONS REVISIONS 164+00 165+00 166+00 167+00 168+00 169+00 170+00 1`,���►�l t CASEAL .v�-- LAY10'\ 1,P) I �� v vURCM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 170+50 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS I:, 0 4 2 AND REMOVE EX. 48" SS & EX. MH AND =ND NEW 48" RCP SS JUNCTION BOX #2 TCH EX. RCP CLASS) U EX. 48" SS 6 4 2 0 L 0 —8' SCALE: 1"=4' (Vert.) 66" SANITARY SEWER STA. 163+50 TO STA. 169+55± CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 VICE PROD. # \ DRAWN o 0 DESIGNED SHK, BRL CHECKED \ ~ O W J 16" 11.25° BEND 16" 22.5° BEND SSMH RIM=199.99' INV. IN =190.64' (42") INV. OUT = 190.64 (42") INV. IN = UNKNOWN (48") AT NEAREST UPSTREAM JOINT OF EX. 48" RCP SS, REMOVE EX. 48" RCP AND EXTEND NEW 48" RCP SS TO JUNCTION BOX #2 REMOVE EX. 42" & 48" SS BETWEEN MH #46 AND MH #48 16" 45° VERT. BENDS, BRING REUSE BACK DOWN TO EX. REUSE ELEVATION AND TIE—IN USING A 16" o - 5' BEND O EX, 48" RCP SS o v M1.75 40' 0 40' 80' THRU T COLLAR 791,82'(�POINT of Ro SCALE: 1"=40' (Horiz.) R� 163+50 DESCRIPTIONS REVISIONS 164+00 165+00 166+00 167+00 168+00 169+00 170+00 1`,���►�l t CASEAL .v�-- LAY10'\ 1,P) I �� v vURCM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 170+50 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS I:, 0 4 2 AND REMOVE EX. 48" SS & EX. MH AND =ND NEW 48" RCP SS JUNCTION BOX #2 TCH EX. RCP CLASS) U EX. 48" SS 6 4 2 0 L 0 —8' SCALE: 1"=4' (Vert.) 66" SANITARY SEWER STA. 163+50 TO STA. 169+55± CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 VICE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU 711 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C15 1"=4' STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION XZ 7 MH #7 STA: 26+42.18 RIM: 192.26 / RIM= 188.83' IN V. OU T=184. 73' 07 i / F / sF 9 27+00 00 PF�C� / 7 toll SSM / RIM= 94.1 C,am, INVERT INA DESCRIPTIONS , TARRED 00° / R193.�6 , �18g , 0 �2 �O \ r SSMH \\ RIM=190.18' \ '.IN=183.9 S) \\ OU T=183.9 \ 1`,���►�l t CA►��tr',,ff SEAL .v�-- ¢ - LAY1NQ'\ Q v &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn TBM BENCH TIE IN CP&L POWER POLE ELEV=192.49 %\ MH #8 STA: 27+80.78 RIM: 190.20 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS I � Ii I\ I 20'DRAIN GE E4 BM 19 9 PG 1 _' CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 20' 0 20' 40' SCALE: 1"=20' (Horiz.) 72" SANITARY SEWER ENLARGED PLAN STA. 25+00 TO STA. 30+50 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN G • \ � \ OR1�G CHECKED CLW, JSL PROJ. MGR. BRL D 0 o ARE _ SRU L Y STONE WA \\ x _ AOUND A -O \ G O /� \ \n c L Ot 07 i / F / sF 9 27+00 00 PF�C� / 7 toll SSM / RIM= 94.1 C,am, INVERT INA DESCRIPTIONS , TARRED 00° / R193.�6 , �18g , 0 �2 �O \ r SSMH \\ RIM=190.18' \ '.IN=183.9 S) \\ OU T=183.9 \ 1`,���►�l t CA►��tr',,ff SEAL .v�-- ¢ - LAY1NQ'\ Q v &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn TBM BENCH TIE IN CP&L POWER POLE ELEV=192.49 %\ MH #8 STA: 27+80.78 RIM: 190.20 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS I � Ii I\ I 20'DRAIN GE E4 BM 19 9 PG 1 _' CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 20' 0 20' 40' SCALE: 1"=20' (Horiz.) 72" SANITARY SEWER ENLARGED PLAN STA. 25+00 TO STA. 30+50 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU715A HORIZONTAL' DRAWING NUMBER 1"=20' VERTICAL: C1 5A NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION ON 5� 104 GON o �O a \ \�� E F ry RF 3 / C W� 1 rn / H / LS MH #2 \ ---,,STA: 56+94.01 RIM: j00.45 / i LS MH #3 STA: 56+94.01 RIM: 200.64 SSMH — RIM= 195.89' IN V. OU T=189.82' 96 8"PVC DESCRIPTIONS G T 15 SA�TARY SE BM 199 PG 965 �� _o\� __ �!•. C .. 60+00 -RU E TV — W— G - - E RU TV III TPF TPF -IT TP T TP GTP IF GTPF (REC) _ _ _ _ R C) — woo 18" DI QSHES SSMH \ X X X X X X X X TE- 19 2.9 3' �A-TE--LOC-A-TI-G-N X X XRIM=196. 9' A 1 0 X X X ' X X X I E=191.03 INV //\l(N\_ 18, 41 EASEMENT TO THE EAG LCHASE -X X X X TBM INV IN(N)-183 2' SWIM & RACQUET CLUB OR THE INV /N( >-1 0, 9' MAINTENANCE OF PROTECTIVE BERM IN V. OU T= 80. 1 �5' \ \ BM 1 PG 8 FA_ U� \ LS MH #1 \ STA: 56+94.01 RIM: 202.52 S H SEAL 1`,���►�1 t CA'���r''`�i .v�-- ¢ - LAY 1NQ 'r��> r1r1911 \\ Q v &CRXED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 20' STORM DRAINAGE BENCH TIE 1 EMENT BM1988PG 8 CP&L POWER POLE ELEV=195.27' CI TE=193.35' IE=190.70' ( W) IE=190.35W) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and \ / authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not o permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 20' 0 20' 40' SCALE: 1"=20' (Horiz.) 72" SANITARY SEWER ENLARGED PLAN STA. 56+00 TO STA. 61+50 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL DRAWING NUMBER 1"=20' SCALE M&C FILE NUMBER CU715A HORIZONTAL: DRAWING NUMBER 1"=20' VERTICAL: C 1 6 NA STATUS: FINAL DESIGN REVI 7 NOT FOR CONSTRUCTION LODE t0. CI TE=192.18 INV IN 18"(NE)=188.9 ' INV IN 15"(NW)=188.89' INV OUT 24"(SE)=188.86' C DESCRIPTIONS REMSIONS I I V — I CJ ✓ . / OUT=18S SEAL CL MH #18 SO THERN BELL EASEMENT O STA: 64+68.30 DB 4827 PG 84 LO RIM: 193.29 BOOK EASEMENT NOT FOUND 150' GREENWAY EASEMENT I C PO R BOXES AND UTILITIES 1 BM 1997 PG 836 (- INSIDE RETAINING WALL W 143 � Z 141 N 140 NQ0.Ln' Ln 142 4"X4" WALLM M cc:]J-I- cc 'X2' FIRE HYDRANT � � I � 00 � / � CI I FLOOD STORAGE EASEMENT i� ASEMENT BM 1988 P 18 °� � � I ELEVATION = 192 2 it c 00 / TE=193.33' I 116 I I BM 1988 PG 8 / LLJII I� I I E=189.95' S W C0 I — W _ W 121 ( ) Al / - IE =189.88' (NE) M I • 8"PVC-�� — — �/1' / C —� ------------- �N 8" DIP —� �,� LO -- -- -- -- SS -1 31 ' SSMH g3 — — � y � �G REM 187.13' CSW) �o � 1 — 8" DIF RIM=194. 2 ,'Q`� 187.27 CN) / N Q) IE=188.6 '(N W) 117 ,�� IE- 186'38'(NE-) / Z I I E=18 7.16 (NE) I E=187.36',(NE)CSE) i ' � 120 V. OU T=18 7.16 (N E) � E- 186.26 = IN � 20' SANITARY SEWER EASEMENT I I CONCURRENT REVIEW APPROVAL BM 1988 PG 8 CITY OF RALEIGH —PLANS AUTHORIZED FOR CONSTRUCTION ZO I Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. 1`,���►�1 t CA'���r''`�i SEAL mp .v�-- ¢ - Q v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING. FIRE URBAN FORESTRY— SITE ACCESSIBILITY 20' 0 20' 40' SCALE: 1"=20' (Horiz.) 72" SANITARY SEWER ENLARGED PLAN STA. 61+50 TO STA. 67+50 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: 1 "=20' VERTICAL: NA M&C FILE NUMBER CU715A DRAWING NUMBER C17 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION �lVli 'W= /-E SEAL C DESCRIPTIONS 1`,���►�l t SEAL CA►��tr',,ff .v�-- ¢ - L A T 1N0 v vMFICM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with ail legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 20' 0 20' 40' SCALE: 1"=20' (Horiz.) 72" SANITARY SEWER ENLARGED PLAN STA. 67+50 TO STA. 73+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: 1"=20' VERTICAL: NA M&C FILE NUMBER CU715A DRAWING NUMBER C18 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 1Q -- N SSMH .11- 1W iW IW �W Cn 18 P9 RIM=203.60' SSMH / R R� I � I CI IE=194. 0'(SW) IM -20 .06' SSMH CI ��� 175 IM=19 .5,-2'(N W) IM=194.58' = 92.11 ' � � � TE- 192.6 7' I E-19 4. 8 (N W)9 - 99 VR TE _ E IE=193. 1 ' NE 176 177 IM=19 .1 (NE) I 1 6.65'(B PVC) IE=188.36 (SE) G IER 188.37 ( ) ( ) 17s I =1 2.63'(5 4 RCP)99 y IE -188.47 ( W) I V. 0 T=182.84 (54 RCP) /E= 188.31 (N W)I 192 \ I II Z SSMH � v RIM =192.73 M I IR `�1 =187� T ON FIRE HYDRANT C R INV.IN=187.53'(4"PVC .EV=202.21 P INV.IN=187.21 '(4"P VC- ei INV.OUT=187.17' SEAL C DESCRIPTIONS 1`,���►�1 t �A►��tr',,ff SEAL mp .v�-- ¢ - LA00'\ Q v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS � I SSMH IHIM= 199.44' INV.OUT=191.58' CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Pians for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING _ FIRE URBAN FORESTRY - SITE ACCESSIBILITY 20' 0 20' 40' SCALE: 1"=20' (Horiz.) 72" SANITARY SEWER ENLARGED PLAN STA. 73+00 TO STA. 79+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: 1"=20' VERTICAL: NA M&C FILE NUMBER CU715A DRAWING NUMBER C19 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION (197 I RALEIGH Y SEWER BM 1998 [99/1600 1 LJ W�W W N! W�jj (1 DESCRIPTIONS SEAL 0%11111111111110// SEAL .v�-- LAY 10 I v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn OF K44 � s AA Q CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 20' 0 20' 40' SCALE: 1"=20' (Horiz.) V�20T/Q 11AV L_� CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING _ FIRE URBAN FORESTRY— SITE ACCESSIBILITY. 72" SANITARY SEWER ENLARGED PLAN STA. 79+00 TO STA. 85+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: 1"=20' VERTICAL: NA M&C FILE NUMBER CU715A DRAWING NUMBER C20 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION PROPOSED REUSE WATER INE I NEW HEADWALL I INV IN =177.80 \ I I ��� CONFORM T FILL Z1 I 1 x00 9ti EXISTING 54" GRAVITY SEWER .� NEW 72" GRAVITY SEWER / C SEE SHEET C8 FOR / PLAN AND PROFILE Y T s o jr_ja� LU 03 a; O —a3� / ' 9 0- m°� /✓ �� / 1 w I z o Q) 0 0 / � � I m UjU� I � I � EX. 48 STORM PIPE ' -227 LF (TO BE REMOVED) \ 0 I / 251 LF 6x2 CELL ' I BOX CULVERT @ 0.4% / / Z\ \ I 1 EX. HEADWALL (TO BE DEMOLISHED), 0� \ 20 NEUSE RIVER RIPARIAN I \ \ 1 \ \ I \ BUFFER ZONE 2 (TYP) I \ \ \ � o J \ 30 NEUS!RIVER RIPARIAN `• NEW FES \ BUFFER ZONE 1 (TYP) INV OUT = 176.80' / \ �\ SEESHEET C23&23A FOR SECTION 1 \ \ \ \ \ NEW OUTLET PROTECTION J CLASS B RIP RAP\ \ \ \\\ \ / 12'WX24'L STORM CROSSING #11 SHEET C8 (± STA. 92+53) 1 "=20' SEAL SEAL CARS 111''', •9l 028419 10/28/2016 .: 25'X 250' TEMPORARY t, \� CONSTRUCTION EASEMENT \ Z2 Z1 % \\ \ _ EXISTING PATI TO BE REMO'v 174 D \ i X V ,NEi EXISTING 15" CMP _ RU -(TO BE REMOVED) \ \ RU \ \\ RU RU \ — tff-PUBLIC �U I \ SEWER EASEMENT 0 — — ANEW 72" GRAVITY �= _ EXISTING 54" SEWE j SEWER SEE SHEET C2 FOR PLAN AND PROFILE00 \ \ EXISTING SEWER EASEMENT oo / ma\ / LOD I NORTH STORM CROSSING #1 SHEET C2 (± STA. 21+36) 1 "=30' Z m cn y 03 0 o� r� n I �0o I W— �M EX ROW i ------ I EX 15" RCP \ \ EX 20' DRAINAGE EASE NEW STORM JB \ RIM EL = 188.00 \ INV IN=185.13 INV OUT = 183.90 CONNECT TO W EX 15" RCP \ 51+00 25 LF 15" RCP NEW 72" GI @ 1.0% - ---SEE SHEET W A� ROiI - RU RU FZU TR EX CI FST RNVEN - 185.38 SO•A e�000<q\ ---INVOUT=185.35--- N= NORTH STORM CROSSING #4A SHEET C5 (± STA. 50+70) 1 "=20' v v McKIN4 & CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn VIENT CAVITY SEWER C4 FOR PLAN LE �— 10'X50' TEMP EASEMENTREPLACE1 1 RIP RAP WHEN V, 'CONSTRUCTION IS` • - SECTION � !1V NEW STORM JB 4 iw INV IN = 174.381 15 00INV • 11 STORMNEW 1 1 , 1 .- Zi\�4.95 • EXISTING RIM = 189.6L .. REMOVE EX. INV OUT = 185.40 rr--,Ir • .fin - `iii %ice r r %- C, : • . 1 NEW 4'X5'JB 189.25 .. NEW 72" GRAVITY SEWER INV SEE SHEET C7 UT FOR .LAN— _� • RU ' - w TV — — TV T / r�� \ 1EX 48" STORM PIPE EX CB \ _� \ \ \ \ RIM = 189.77 / / / A' INV OUT - 186.71 , /r –� EX INV 176.60 �\ STORM CROSSING #10&10A SHEET C7 (± STA. 79+88) 1"=20'. jr ASF CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK y°�,. °~••p �' o SANITARY SEWER y CAR IMPROVEMENTS 101:4M,E11a 2W61:03*0911V EWER FOR ILE NORTH CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY ATE: DR ESIGNED NECKED ROJ. CITY OF RALEIGH MC PUBLIC UTILITIES DEPARTMENT PERMIT # CH AUGUST 2016 SCALE M&C FILE NUMBERE 1 CU72g PROJ. # 0592-0046 EJB, TJJ HORIZONTAL: DRAWING NUMBER SHK, BRL AS NOTED CLW, JSL VERTICAL: C21 MGR. CLW NA ATUS: FINAL DESIGN REVISION D MC D D CH P FA NEW RISER 13-2 Ic. •. . I' ' • OUT : • INV IN = 179 SUMP EL = 178 48i 4 my► 1 NEW 66" GRAVITY/? SEWER SEE SHEET C9 FOR— AND PROFILE I i a G i y . i, i r. EXISTING 54' SEWER NEW RISER 13-1-,,,, RIM/GROUND EL = 187.81 INV \ 9.71\ SEE SHEET C23&23A �go FOR SECTION o EXISTING STORM CROSSING #13 SHEET C9 (± STA. 104+80) 1 "= 20' qY i \ i AY R/W I i 20' NEUSE R RIPARIAN Bl R ZONE 2 (TYF n, 30' NEUSE RIPARIAN E ZONE 1 (TY Z1 Z2 XISTING GREENWAY R/ 1_ I I EXISTING GREENWAY R/W / NEW RISER I14-1 NORTH GROUND/TOP = 184.23 NORTH -1iINV OUT = 181.75 TW = 190.00 BW = 186.50 \ OVERFLOW PIPES \ A INV = 192.17 _NEW RETAINING WALL w\\\ \ \, (DESIGN BY OTHERS) f+f ANEW 66" GRAVITY SEWER SEE SHEET ,,C11 FOR PLAN AND PROFILE `� `Q \ \ REMOVE EXISTING PIPE \ \ p \ NEW RETAINING WALL r GJ\ o (DESIGN BY OTHERS) Q IFFER GROUND ELEVATION —196.00' RIVER NEW RETAINING WALL \ �Q� 72 LF (3) 24" RCP OVERFLOW PIPES ,UFFER (DESIGN BY OTHERS) INV EL 191.70' P)NEW 10'X20 (18" MIN COVER) TEMPORARY p \ \ CONSTRUCTION OVERFLOW PIPES EASEMENT INV = 192.14 l� \ NEW RISER 14-2 TOP =184.15 TW \ 189.75 \ INV IN 181.41 BW _&363A 185.50 C2 \ \ INV OUT/GROUND = 182.65 SEE SHEET 3&23A \ \ \ SUMP = 180.41 FOR SECTION l STORM CROSSING #14 SHEET C1 1 (± STA. 120+65) 1 "=20' \ / "o I I `IITY SEWER NEW 66" GRAVE MCE PROJ. # 0592-0046 DRAWN SEE SHEET C11 FOR 100 -YR I SHK, BRL \ PLAN AND PROFILE FLOODPLAIN CLW I EXISTING 54"SEWER \ � � I 11 I \ FES NV 15-3 1 9.22\ \ EXISTING GREENWAY R/W o \ \ \ \ \ JB 15-2 \ RIM=195.5' a \ \ \ \ INV IN = 192.35' U \ \ INV OUT = 192.25' \ \ \ \ \ \ \1 REMOVE EXISTING \ 00 \ PIPE \ \ \ \ \ o 0 01 FES 15-1 \ 729 \ �G INV = 192.54` EXISTING GREENWAY R/W STORM CROSSING #15 SHEET C1 1 (± STA. 126+75) 1 "=20' SEAL SEAL N CgRO 111''', •9l 028419 10/28/2016 .: NORTH 20' NEUSE RIVER_ RIPARIAN BUFFER ZONE 2 (TYP)- j 30' NEUSE RIVER RIPARIAN BUFFER ZONE 1 (TYP), EXISTING----' _� \ GREENWAY R/W NEW RISER 16-1 TOP = 194.00 BOTTOM OF OPENINGS = 191.00 INV OUT = 181.75 \ EXISTING 54" SEWER 100, 00 \ \ NEW 66" GRAVITY SEWER SEE SHEET C12 FOR PLAN AND PROFILE STORM CROSSING #16 SHEET C12 (± STA. 138+15) 1 "=20' v v MqK1N4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com NORTH NOTES: 1. SEE SHEET C23 FOR RETAINING WALL NOTES. of R,44 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK y°�,. °~••p �' o SANITARY SEWER y CAR IMPROVEMENTS SHEET C14 (± STA. 153+20) CITY OF RALEIGH 1"=20' PUBLIC UTILITIES DEPARTMENT PERMIT # 1to] Vkm11awe] :41e)0M19Eel 61b DATE: AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW SCALE M&C FILE NUMBER CU 721 HORIZONTAL: DRAWING NUMBER AS NOTED VERTICAL: C22 NA ATUS: FINAL DESIGN REVISION 1qn 1Qn 9+50 10+00 10+50 11+00 11+50 STORM CROSSING #3 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V Rito] i%j1if AUGUST 2016 MCE PROJ. # 0592-0046 coON EJB, TJJ DESIGNED SHK, BRL CHECKED 200 205 CLW 205 1 Nom II j E 54"Pl E 0 IERFLO PIPES 49' Lo PRO DOSED RADE Ln �^ ^rm 7 g -NEW 72" PIPE 4 185 �' II ^ + Lr) , I' 200 195R-E 185 NE �+ ^_O ROAD N " CONCRETE I+ Lr) CRADL17 195 �� Ln (3 200 N ., II pEX Zc) II 195 200 m~g o �� zz 0 � 195 48 EXISTING RCP— ADE cri N N II ^ o 180 Hn @ op O 4" PIP co 2 " II Q) II :Z: 180 EXIS NG GRA E ^o \ II I 190 W 66" 195 o i II ^Q) P 74dol ^ Q) No WQ 11 �� 195 © 7. 39• +°°� coZ_ fED WA 7 N� �� 11 ^^ 185 190 LV ELE EX TING GRADE " MIN 175 0 C L k> Z X 48" 175 II ? >j--EX1STNtG 6" 63 LF (2) 36- RCF II 2 � 9LF()36" RCP -Z2 72­P E % N W RETI CUL V1 RT ©5. 1 19 190 U*"��__ NE 170 185 180 190 EXISTING GRADE--,,,, 6" Ml 175 170 180 NO N I- Lo I� O , r`) O M LO It r- M M 00 165 O O N W 66" PIPE TRA 6 M* M co 165 180 185 c0 O Ln (D O 185 O 00 O O N N 185 185 N�;dj r- 00 I- co CO CRETE RADLE EXISTING 6 LF 12" A CP @ 04q 2 L 12" RCP 180 180 9+50 10+00 10+50 11+00 11+50 STORM CROSSING #3 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V Rito] i%j1if 9+50 10+00 10+50 11+00 11+50 STORM CROSSING #14 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V I REV.NO. 9nn 9nn AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED 200 205 CLW 205 1 200 ro 205 0 IERFLO PIPES 49' Lo PRO DOSED RADE .ern ^ N 200 4 N �' II Ln Lr) , I' 200 195R-E 195 NE �+ ^_O ROAD N " N I+ Lr) - (Z) 195 �� Ln (3 200 N ., II pEX Q II 195 200 m~g LIN zz 0 � 195 48 EXISTING RCP— ADE cri W II ^ o ACK Hn @ op O 4" PIP co 2 " Q) II :Z: EXIS NG GRA E ^o \ II I 190 W 66" 195 o i II ^Q) P 74dol ^ Q) No WQ 11 �� 195 © 7. 39• +°°� 190 fED WA 7 N� �� 11 ^^ 185 190 190 ELE TION 191' 185 " MIN 0 C 2 L k> Z X 48" IPE II ? >j--EX1STNtG 6" NIN II 2 � CRADLE EL 191 ' NE -P$ 72­P E E N W RETI INING WALL 185 190 U*"��__ NE 66" PI 185 180 190 EXISTING GRADE--,,,, 6" Ml 175 1 180 NO N I- Lo I� O , r`) O M LO It r- M M 00 O O N W 66" PIPE TRA 6 M* M co 180 185 0 O M 0 co O 00 Cn O M O 185 O 00 180 � 185 185 N�;dj / I 180 CO CRETE RADLE EXISTING 6 LF 12" A CP @ 04q 2 L 12" RCP 180 180 c0 M 180 175 6 MINA 6 M 49 180 17 LF 24" RC @0.4,-,;.175 00 rn M O 0) (0 c0 22 LF 175 @0.5 51 LF X2' CEL L 175 170 N -t LO 00 U) 170 Co Co Co o 0) M (0 0) co rn t0 N C4 .- 9+50 10+00 10+50 11+00 11+50 STORM CROSSING #14 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V I REV.NO. 9nn 9nn 9+50 10+00 10+50 11+00 11+50 12+00 STORM CROSSING #4 SEAL PROFILE VIEW SCALE: 1"=50'H, 1"=5'V qn5 9n5 200 AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED 200 205 CLW 205 200 ro 205 (3) LO 205 Lo .ern 200 200 4 N �' II 200 , I' 200 195R-E 195 NE HOPE ROAD L9 " N I+ Lr) - (Z) 195 �� Ln (3 II pEX E 19 5 PRO 195 m~g LIN zz 0 � 195 48 EXISTING RCP— ADE cri W ti TRASH ACK Hn @ 0.47. EX 4" PIP co 2 " 190 EXIS NG GRA E \ 190 W 66" 0 o i II 15" R P 74dol ^ Q) No 190 © 7. 39• +°°� 190 fED WA 7 N� �� 11 ^^ 185 190 190 ELE TION 191' 185 " MIN 0 C 2 L k> Z I mk7� II ? >j--EX1STNtG GRADE II 2 � CRADLE EL 191 ' NE -P$ 72­P E E 2 185 185 U*"��__ NE 66" PI 185 180 0.49 185 6" Ml 175 1 180 NO N I- Lo I� O , r`) O M LO It r- M M 00 O O 84 LF O NE 72"�PE 6 M* M co 180 185 0 O M 0 co O 00 Cn O M O O 00 O 00 180 � 185 N�;dj / I 180 CO CRETE RADLE EXISTING 15" RCF 180 180 c0 M 180 175 C0 c0 N 6 M 17 LF 24" RC @0.4,-,;.175 00 rn M O 0) (0 c0 22 LF 24" RCD @0.5 51 LF X2' CEL L 170 170 CUL VER T @ 0 N cV M O O t0 N C4 .- co CID ro M o) O 00 00 175 00 00 00 00 00 00 CO 00 00 9+50 10+00 10+50 11+00 11+50 12+00 STORM CROSSING #4 SEAL PROFILE VIEW SCALE: 1"=50'H, 1"=5'V qn5 9n5 200 AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED 200 205 CLW 205 200 ro 205 (3) LO 205 Lo .ern 200 200 4 N �' II 200 , I' 200 195 NE HOPE ROAD O ::J O N I+ Lr) - (Z) 195 �� Ln (3 II pEX E 19 5 PRO 195 REUSE LIN 195 0 � 195 48 EXISTING RCP— ADE W ti TRASH ACK Hn @ 0.47. EX 4" PIP co 2 " 190 EXIS NG GRA E \ 190 W 66" 0 44 L 15" R P 74dol © 7. 39• 190 190 fED WA 7 N� EW 66 PIPE 185 190 ELE TION 191' 185 " MIN 0 C 2 L 15" RCP BOTT Lo II 2 � CRADLE EL 191 ' NE -P$ 72­P E E 2 LF 6X2' 185 U*"��__ NE 66" PI RE 180 0.49 185 6" Ml 175 1 180 NO N I- Lo I� O , r`) O M LO It r- M M 00 O O 84 LF O cV NUi r`) 6 M* M co � 00 185 0 O M 0 co O 00 Cn O M O O 00 O 00 � 185 N�;dj / I 180 CO CRETE RADLE 180 180 c0 M 180 00 (0 O C0 c0 N ' L O 00 O 00 O M 00 rn M O 0) (0 c0 51 LF X2' CEL L BOY CUL VER T @ 0 49 175 175 170 170 o Lq � °'Ln o � 0 opo 00 I,- Cid CO M r7 Cid N Cid O M O M r__ CO O 00 00 I- 00 I- rirkto] 9+50 10+00 10+50 11+00 11+50 SEAL CARD SS/ bf �9l 028419 10/28/2016 .: /lllllll110\\��\ STORM CROSSING #15 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V v v McKIN4 & CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STORM CROSSING #11 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V I"Qto] 10111111511 AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED 200 205 CLW 205 ro 205 (3) LO 205 Lo .ern 200 200 4 N �' II 200 , I' 200 195 � O ::J O N I+ Lr) - (Z) m �� Ln (3 II pEX E 19 5 PRO OSEDGRADE-,�, 195 0 � 195 48 LF 15' RCP— j ^ " p W ti TRASH ACK Hn @ 0.47. i!E Lo co 2 " 190 EXIS NG GRA E \ N W 66" IPE 44 L 15" R P 74dol © 7. 39• 190 190 fED WA 7 ER EW 66 PIPE 185 190 ELE TION 191' 185 " MIN C 2 L 15" RCP BOTT 180 CONCRETE CRADLE EL 191 ' 185 EX 48" P/ E 2 LF 6X2' BOX 185 U*"��__ NE 66" PI RE 180 0.49 185 6" Ml 175 1 180 NO N I- Lo I� O , r`) O M LO It r- M M 00 O O 84 LF O cV NUi r`) 6 M* M co � 00 000 0 O M 0 co O 00 Cn O M O O 00 O 00 9+50 10+00 10+50 11+00 11+50 SEAL CARD SS/ bf �9l 028419 10/28/2016 .: /lllllll110\\��\ STORM CROSSING #15 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V v v McKIN4 & CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STORM CROSSING #11 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V I"Qto] 10111111511 9+50 10+00 10+50 11+00 11+50 12+00 STORM CROSSING #16 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS STORM PIPE SECTION 9n5 9n5 200 AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED 200 PROJ. MGR. CLW 205 ro (3) LO 205 200 195 200 , I' 195 � O ::J O N , Ln (3 II pEX E ^ co II 'I 195 � Q Z » 48' PIPE � j ^ " p 195 TRASH ACK Hn i!E Lo co 2 " 190 \ N W 66" IPE 190 74dol 190 A SSUA fED WA 7 ER EW 66 PIPE 185 ELE TION 191' 185 2 L 15" RCP BOTT 180 EL 191 ' 2 LF 6X2' BOX C L VERT 0.49 185 6" Ml 175 185 O O 84 LF 6'X2' B",711 � 00 000 0 O M 0 co O 00 c0 00 CUL VERT @ 0. 9 6" M N�;dj 180 180 c0 M 00 N O 00 (0 O C0 c0 N O 00 O 00 O M 00 rn M O 0) (0 c0 9+50 10+00 10+50 11+00 11+50 12+00 STORM CROSSING #16 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS STORM PIPE SECTION 9n5 9n5 200 AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED 200 PROJ. MGR. CLW ro (3) LO 195 , I' 195 � O ::J O N , Ln (3 EX E TRASH ACK L 1. 2 " 190 190 EW 66 PIPE 185 185 2 L 15" RCP 180 180 6" Ml 175 175 O O M O � 00 000 0 O M 0 co O 00 c0 00 9+50 10+00 10+50 11+00 11+50 STORM CROSSING #13 PROFILE VIEW SCALE: 1"=50'H, 1"=5'V RETAINING WALL NOTES: 1. Retaining Walls: Engineer will not be responsible to provide services related to retaining wall design. This is the responsibility of the Contractor and Contractor shall assure that the services of a qualified independent retaining wall designer are procured, if needed for the project. Any retaining walls shown on Engineers plans are for location and grade information only. Client shall be responsible to provide all necessary information to the wall designer as required for the proper design of the retaining wall. The retaining wall shall be designed by a Professional Engineer licensed in the state of North Carolina 2. Top Grade (TG) and Bottom Grade (BG) of walls specified are intended to be the finished pavement or earth grade. The wall designer shall adjust shop drawing wall elevations for the top and bottom of wall to meet specific product design criteria and wall geometry as necessary to achieve desired finished grades. The horizontal wall location as shown is the finished location of the bottom of wall. The wall designer shall coordinate with the Engineer to verify whether conflicts exist. The wall designer shall notify the Engineer in case of any conflicts, including but not limited to existing or proposed utilities, wall batter, geogrid placement, footings, etc., or if any aspect of wall placement cannot be accomplished. All work related to the retaining wall construction shall be accomplished within the boundaries of the project property, without impacting buffers. 3. It is the responsibility of the Contractor and wall designer to assure that the required soil bearing pressure, subsurface drainage and surface drainage are achieved as related to the retaining wall design. This should be verified by a geotechnical engineer. Special attention is required to ensure bearing capacity has been achieved at locations where pipe penetrations are to occur. It shall be the responsibility of the Contractor to provide quality control / quality assurance testing associated with the wall construction. The geotechnical engineer or wall designer shall provide any certifications as may be required to show compliance with original design documents as related to the wall design and construction, as the Engineer specifically excludes this certification from our work. Lastly, the Engineer will not be responsible for any observation or inspection services associated with the wall construction. Contractor shall reference existing Geotechnical Report for soils information and shall be responsible for verifying the information in the field. 4. The retaining wall type shall be a steel reinforced cantilevered concrete wall with anti -graffiti coating. CROSSINGS VIEWS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING _ FIRE URBAN FORESTRY_ SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW ATU S: SCALE HORIZONTAL: 1"=50' VERTICAL: 1 "=5' FINAL DESIGN M&C FILE NUMBER CU 723 DRAWING NUMBER C23 REVISION TRESTLEWOOD ' ^ "'E - EXISTING SU FROM EX Yl 4-1 GAL 4'¢ I REV.NO. STORM CROSSING #4 CATCH BASIN 4-2 DETAIL SCALE: NTS =XISPNG GROUND SURFACE CEN T IN STORM CROSSING #14 RISER 14-1 DETAIL SCALE: NTS RIM 186.00' EXISTING GROUND SURFACE 4'0 CONCRETE RISER SEAL 12" RCP TE JUNCTION BOX INVERT 174.38' SUMP 173.38' TO OUTLET STORM CROSSING #4 CONCRETE JUNCTION BOX 4-3 DETAIL TOP 194.00' SCALE: NTS TOP OF OPENING 193. C STORM CROSSING #14 RISER 14-2 DETAIL SCALE: NTS SEAL ����\\1111111CI,AI/,,,� \P\RO'''%,, pFESS/ 411.. 9 028419 �. 10/28/2016 ..Q IIIIIIIIIII\0, 12" RCP RIM 184.15' INV 182.65' INVERT 181.41' SUMP 180.41 ' MCM&CEEED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn IN 191.00' 3X7' CONCRETE RISER v v INVERT 181.75' GALVANIZED TRASH Rl -" RIM 187.81' 4'0 CONCRETE RISER INVERT 179.71' EXISTING GROUND SURFACE STORM CROSSING #13 RISER 13-1 DETAIL SCALE: NTS STORM CROSSING #16 RISER 16-1 DETAIL SCALE: NTS )IAINLLSS SILLL IMAS7-I OVER EACH OPENING EXISTING GROUND SURFACE OX CULVERT of R.4 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK y°�,.~••p" o �� SANITARY SEWER y cAR IMPROVEMENTS 2X6' BOX CUL RCP STORM CROSSING #13 RISER 13-2 DETAIL SCALE: NTS STORM CROSSING #16 RISER 16-2 DETAIL SCALE: NTS STORM PIPE SECTION RIM 189.26' 'X6' BOX CUL VER T INV 186.26' NCRETE RISER CROSSINGS DETAILS INVERT 181.47' SUMP 180.41' 15" RCP RIM 185.59' INV 183.59' 0 CONCRETE RISER INVERT 179.48' SUMP 178.48' CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: AUGUST 2016 MCE PROJ. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW SCALE M&C FILE NUMBER CU 723 HORIZONTAL: DRAWING NUMBER AS NOTED VERTICAL: Cj23A N/A 'TATS: FINAL DESIGN REVSION NOT FOR CONSTRUCTION 21 21 21 21 20 20 20 20 20 19 19 19 19 19 18 18 18 18 18 17 17 LOCAL SEWER 1 (SEE SHT. C5) PLAN 216 214 212 210 208 206 204 202 200 98 96 94 92 90 88 86 84 82 80 78 76 _1+00 0+00 1+00 1+50 LOCAL SEWER 1 (SEE SHT. C5) PROFILE DESCRIPTIONS SEAL LOCAL SEWER 2 (SEE SHT. C14 -C15) PLAN 0+50 1+00 2+00 LOCAL SEWER 2 (SEE SHT. C14 -C15) PROFILE 1`,���►�I t CA'���r''`�i SEAL mp .v�-- ¢ - LAY 1NQ 1 /,5U Varsity Urive, Suite 5UU Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 12 10 08 06 04 02 00 98 96 94 92 90 38 36 35 3+00 8"HAR �,Q„H\DW 169+00 1 \ \ OAK JUNCTIBOX #4— STA: 4— STA:1 9+55 +55.14 202.54 \ OAK M \#474— STA: 1+35 .13 RIM: 200.50 1 \ \ I \ I \ I I � 2003 +00 X13 \ MH #46 STA:1 +00.00 RIM: 200.50 N �47)IaKBARDWO RDWOO \ v 8„HAR' LOCAL SEWER 3 (SEE SHT. C15) PLAN 22 218--- 216- 214- 212- 210--- 208- 206- 204- 202- 200- 19 1212142122120202042022019 196 -- EX, 42 " RCP - SS 194 192 190-- 188— FRP 186- 185 0+50 JANUARY 2016 Y 0592-0046 DRAWN EJB O J SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL 4 2 Y C� cYi � o v 3 _ U W a0 I(E), �Zrn co t =wog ZZ�—���3 g^0 �••NQ��O cp�lu Y ,, \L1 VO --I Z Z J 3 $ N O �� v / + __j _j to gam& 2 2 2 v oto oiRa, Oto ZZ OO Y 0 J v Q O J 4 2 'U0) 3� 00 L � 00m o Ooh �3 ti ����? Z Cal ko+O W o Z ,±N LQp zcn�` 2 z pUUp c�o�F _j r` LUg V C.) _ , 1 EX. 16 " DI REUSE (CONTRACTOR TO VERIFY LOCATION AND DEPTH) rh EX. GRADE 1 4-- 2- 2 1 0- 5 1 8"DI EX. 8" PVC SS 1 EX. 8" PVC SS 1 46— JA1 v 2 15.07 LF (N.T.S.) 8"01 ®0.500 1 NOTE: PROXIMITY OF LS MH's #1, 2& 3 TO ONE ANOTHER IN PROFILE WILL NOT REFLECT __A8"DI 152 nr 1 1-1 ACTUAL LOCATION IN I PLAN. SEE PLAN FOR — — 1 ACCURATE LOCATIONS —EX MH RIM= 196.89 IN IN. 183.41(8'PVC)NW INV IN. 183.52(8'PVC)NE 1 lNV IN: 180.99(54'DI)SW INV OU T.- 180.15(54'DI)SE 1 216 214 212 210 208 206 204 202 200 98 96 94 92 90 88 86 84 82 80 78 76 _1+00 0+00 1+00 1+50 LOCAL SEWER 1 (SEE SHT. C5) PROFILE DESCRIPTIONS SEAL LOCAL SEWER 2 (SEE SHT. C14 -C15) PLAN 0+50 1+00 2+00 LOCAL SEWER 2 (SEE SHT. C14 -C15) PROFILE 1`,���►�I t CA'���r''`�i SEAL mp .v�-- ¢ - LAY 1NQ 1 /,5U Varsity Urive, Suite 5UU Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 12 10 08 06 04 02 00 98 96 94 92 90 38 36 35 3+00 8"HAR �,Q„H\DW 169+00 1 \ \ OAK JUNCTIBOX #4— STA: 4— STA:1 9+55 +55.14 202.54 \ OAK M \#474— STA: 1+35 .13 RIM: 200.50 1 \ \ I \ I \ I I � 2003 +00 X13 \ MH #46 STA:1 +00.00 RIM: 200.50 N �47)IaKBARDWO RDWOO \ v 8„HAR' LOCAL SEWER 3 (SEE SHT. C15) PLAN 22 218--- 216- 214- 212- 210--- 208- 206- 204- 202- 200- 19 1212142122120202042022019 196 -- EX, 42 " RCP - SS 194 192 190-- 188— FRP 186- 185 0+50 SN 46) 60" 20.00 1 60"(W 00.44 L48"(FRi SN46) EX. 48" RCP SS 1+00 2+00 LOCAL SEWER 3 (SEE SHT. C15) PROFILE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 7"H 220 218 216 214 212 210 208 206 204 202 200 198 196 194 192 190 188 186 185 3+00 40' 0 40' 80' SCALE: 1"=40' (Horiz.) 4' U 4' —E8' SCALE: 1"=4' (Vert.) LOCAL SEWER PLANS AND PROFILES CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 Y 0592-0046 DRAWN EJB O J SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL v oto oiRa, Oto ZZ OO Y 0 J v Q O J \ _ OJ 'U0) 3� 00 L P) � 00m o Ooh �3 ti ����? Z Cal ko+O W o Z ,±N LQp zcn�` 2 z SN 46) 60" 20.00 1 60"(W 00.44 L48"(FRi SN46) EX. 48" RCP SS 1+00 2+00 LOCAL SEWER 3 (SEE SHT. C15) PROFILE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 7"H 220 218 216 214 212 210 208 206 204 202 200 198 196 194 192 190 188 186 185 3+00 40' 0 40' 80' SCALE: 1"=40' (Horiz.) 4' U 4' —E8' SCALE: 1"=4' (Vert.) LOCAL SEWER PLANS AND PROFILES CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU724 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C24 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION SSMH TE=183.88 IE=179. ) 21 I 9.58(SW) 209 2�0 IE=179.63(NW) 2os 199 �g7 202 203 204 205 206 207 213 200 201 Y OF RALEIGH jl NI RY SEWER O_ Z EN BM 1998 C0 599/1600 LS O LS MH # LS MH #8 STA::79+229.40 #ai STA: 82+14. 1 STA: 82+93.44 S 7 5. \ RIM: 189.31 w RIM: 196.1 RIM: 201.21 \I W 2j' P IVA - INAGE SEMEN 219 � 196 \ B 1998 G (59 C/ z�s S 217 SMH z�s / \ \ 185 � ¢ TE= 90.97' 2�s E= 96.22' E=200.81 ' SS SE) ` \ o - J> IIN IN -186.7 MH #22A INV.1=189.07'(N I NV. IN= 195.23'( MH #23 6.10'( ) 1 I // 214 ma jINV. UT -18 7 STA: 81+25.55 NV.IN 186.15'( 1 NV.IN=195.11'(N STA:83+22.88 / II /r (4y REQ) RIM: 192.3 - 11 . - . / _RIM: 202.90 pp Li (J. 6 � � � 632 8 �8 �� R W �OC� - TH#38 IR RU � \� Ir11YfW!' . JANUARY 2016 '��L`.1�111t11'i11i 'ii'17���/11 32 O� REC < 30 SHK, BRL CHECKED =i:��� 78 LS MH #6ff�� 18'\ CP )J c j1� \ STA: 81+25.51 STA: 82+14.01 RIM: 195.98 - _IE 18 'C CR RIM: 192.30- i L # 177.03' O c� H SUV III \ L 1 I TE=191.99' IINVIN=18 94' Z Z "617_ JANUARY 2016 MICE PROD. # __ - ~ J O� \ 32 O� REC < 30 SHK, BRL CHECKED LS MH #7 I 78 LS MH #6ff�� 18'\ CP )J c j1� \ STA: 81+25.51 STA: 82+14.01 RIM: 195.98 - _IE 18 'C CR RIM: 192.30- i L # 177.03' O � s H SUV III \ L 1 I TE=191.99' IINVIN=18 94' Z Z I� - 190 \ \ L \ o� I l // 1 N � 1 IIN V. OU T=1 zzo 7. 7' v l \ 210- 21s SSMH 195 i 6 18 ��� \�e BACKWATER FLOOD IN TE=18 67'\ STORAGE EASEMENT 21 21 20 20 20 20 20 19 19 19 19 19 18 18 18 18 18 17 �t LS MH #5 INV.7N=837' 2x INV.OUT STA: 82+93.44 --\� 83.2 ' RIM:200.43Ci TE=198.28' / I E=193.13' 222 223 LOCAL SEWERS 4 & 5 (SEE SHT. C7) PLAN 2 JANUARY 2016 MICE PROD. # v 32 EJB 30 SHK, BRL CHECKED 4' 78 BRL � s oAd v 210- 21s 2 oW U�to 2-Z p ~U o 20 4 age >> > 3 Z Z Z Wo, hm�C6 =�N W W2 2 i`J�� LQ�, a o 0 0_0 N _jinn 3 2 2 2 C3 p NO0 d 00 00 to + % 00 00 206- `, o� J�O;\_ ZZZ Z -2 WiC4 = -� % to of Oi e - / OrnNU � ^ / C4 ►7 U dao °' rm O EX. Z z o GRADE / w 204 0 °p N 0 1 2 Q Q»> 4 1 / 202- V 2 1 -2 a 0' 1 Of En 8 " Di I 20 1 0 (A 2 ® 1.370% 226 / 1 4 :� Q in 3z?z/ 88.49 LF 4 o 1 CONTRACTOR SHALL TIE-IN 19 2 „ EXISTING SEWER SERVICES AS 1 U 1 REQ'D. VERIFY ALL SERVICE / ad 00 U LOCATIONS AND ELEVATIONS 1 19 > 1 1 176- 0+50 1+00 2+00 3+00 LOCAL SEWER 4 (SEE SHT. C7) PROFILE REV.NO. DESCRIPTIONS DATE REVISIONS SEAL 21 2 210 208 206 204 202 200 98 96 94 92 90 88 86 84 82 80 78 176 4+00 1`,���►�I t CA'��'�r''`�i SEAL .v�-- ¢ - LAY h j //i EXISTING LOCAL SEWER MANHOLES AND PIPING TO BE REMOVED FOR INSTALLATION OF NEW WORK 40' 0 40' 80' N SCALE: 1"=40' (Horiz.) 212- 12 1+50 JANUARY 2016 MICE PROD. # 0 32 EJB 30 SHK, BRL CHECKED 4' 78 BRL 210- 21s 2 oW U v, 20 W2 2 00 to 206- o� -2 OrnNU � ^ 204 0 °p N 0 2 202- -2 O 00 20 +^^� �o ZO 2 226 / 4 :� Q in 3z?z/ o 19 1 U / ad 00 U 19 > 1 c7t W 194 oN^� Nix" N N � 1 +�� = n °.� WIZ O g . EX. GRADE � 192-j (0 3 z z 1 18 w � �`' 1 N W N 18 g" Di 1 ® 1.370% 184 CONTRACTOR SHALL TIE-IN 1 284.60 LF EXISTING SEWER SERVICES AS 182 REQ'D. VERIFY ALL SERVICE 1 LOCATIONS AND ELEVATIONS 18 1 7 178-- I+50 1+00 Q v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn 2+00 3+00 4+00 1 (lr.Al qF\A/FR _q /.qFF' qHT r.71 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 5+00 6+00 12 10 98 96 94 92 90 a8 a6 a4 a2 DO 38 4' 36 34 JANUARY 2016 MICE PROD. # 0 32 EJB 30 SHK, BRL CHECKED 4' 78 BRL _1111111118' SCALE: 1"=4' (Vert.) LOCAL SEWER PLANS AND PROFILES CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MICE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU724 HORIZONTAL' DRAWING NUMBER 1"=40' VERTICAL: C5 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 0 v 0 a 0 �o 0 O 6 3 U) I Y O 0 afP a EXISTING/l / JUNCTION BOX l 111 11 11 1 111 111 I� / l/ 41/111 111111111.. k, 1 EXISTING WOODSLINE r1111 11 1111//,// I \ II I1 11 1 1 / BLOCK AND GRAVEL CURB INLET PROTECTION (TYP) - , , - BROWN, ROBERT H DB 002966 PG 00315 PIN 122985086 / / / 2p0' D(� r�'9NS,i��sE FitiEQG / S/O'V R Y l l PG l l O PP LE 471ll l \\ EXISTINGPROTECT CATCH / POLE 217iII I 1 BASIN TO REMAIN (TYP) O PP EXISTING PERMANENT OHP (33' HIGH) O PP SLOPE EASEMENT WOODS BM 1999 PG 246 / / / OHP (28.1 ' HIGH) / DB 8263 PG 356 VE EXISTING \ \\� ) - / / / OHP (31' HIGH) / l FENCE OHP (28.1 ' HIGH) �l TEMPORARY / i EXISTING WOODSLINE / y�\\\ CONSTRUCTION - - _ - - - ,EASEMENT / / LIMITS OF DISTURBANCE/ , CLEARING LIMITS (TYP) 444 w Z 3 / / // PROPOSED R/W/I /' // / O/ / // / / / O OHP (32.2' HIGH) U D B43j0 cRFFMEN SA%T0, HIDETO PIN 1732080713 DB � 15718 PG 02152 /ALL SWALES TO BE LINED l l O �' ^ / / �J ' \\_ ; �. 'C\ - l 11 11 ►w �� 00 1 / / WITH STRAW W/ NET l l - \ �\ i / , s a�, I N (T / V, / REMOVE EXISTING O / / 4U / / I III I 1 I 1 . 1 -- �_ a '_ j RFjlq / / �/ FENCE & GATE / �o _ 1 I (EXISTING OVERHEAD- '--- - - - - - - �. �\ • _ / I POWER LINE (TYP)• \ �• �� \ -- ---- i - ��' / �� / / / l tv I/'III (III I`;//�\ ��\Qo= -}� ~�-� / , / / / �/ �/ I ✓ �� i\ / I I/ ;_ ----- III I l •�\ � �_ �o � _----------- � ---- . _ �------ ____;�____ --- \ �� i°0 TEMPORARY -------- l //I- CONSTRUCTION i ry / EASEMENT ' / / �`�• '� �'� _- PROTECT EXISTING PROTECT EXISTING, _ 9" PE GAS LINE / PROTECT EXISTING / POWER POLE POWER POLE - - - - - - - - WOODS- PROPOSED R/W BROWN, ROBERT H / EXIS_ DB 002966 PG 00315 TING WOODSLINE' - - - - - � � _ � PIN 1722985086 EXISTING 2" PRESSURIZED GAS LINE / , / / /r I Z_ _ NOTE.- 2" GAS LINE IS NOT TO BE / / / PROTECT EXISTING - - RELOCATED. CONTRACTOR IS TO LOCATE / �� �---- � NOTE: CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES BEFORE CONSTRUCTION GAS LINE BEFORE CONSTRUCTION BEGINS 0 i i d x 2" GAS LINE BEGINS. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES FROM - _ _ AND SHALL TAKE PRECAUTIONS THAT LINE i THE PLANS ARE FOUND. - - IS NOT DAMAGED. i CONSTRUCTION SEQUENCE: - - � � � � CONTRACTOR TO COORDINATE REL OCA TION / OF EXISTING UNDERGROUND / / / 1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A EC - - 6" PVC ELECTRIC LINE GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO / , / / ' _/, ,,j / OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT. EXISTING WOODSLINE__,__ OODSLINE O PP\ / / 1 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC i DEQ LAND QUALITY SEDIMENTATION CONTROL ORDINANCE. l 11/l l/l POLE LE 24.1 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL GENERAL NOTES: 4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE 1. ALL PREVIOUSLY APPROVED EROSION CONTROL MEASURES ARE TO BE MAINTAINED AT ALL TIMES. SELF INSPECTION NOTICE: SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT NC DEQ, AND ENGINEER 2• HYDROSEED WITH GRASS SEED ON ALL DISTURBED AREAS. SEE SEEDING SCHEDULE FOR SPECIFIC NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL WITH ANY ADDITIONAL MEASURES NEEDED. GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER SEEDBED PREPARATION. SELF -INSPECTION PROGRAM: HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE, 5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2-2 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE NPDES GROUNDCOVER HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES STABILIZATION TIMEFRAME TABLE THIS SHEET. NEW MIXTURE. ALL SLOPES 3:1 OR GREATER SHALL BE COVERED WITH "CURLEX" BLANKETS. SEE INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE SPECIFICATIONS FOR SEED ESTABLISHMENT REQUIREMENTS. THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING 6. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK REPRESENTATIVE, ENGINEER AND NC DEQ AND SHALL OBTAIN A LAND DISTURBING PERMIT. 3. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM NOTIFY NC DEQ A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION BEGINNING AT STABILIZATION SHALL BE COMPLETED ACCORDING TO THE NPDES GROUNDCOVER STABILIZATION THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT (919)791-4200. TIMEFRAME TABLE PROVIDED ON THIS SHEET AND SHEET C31. FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION 7. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE EXISTING ACCESS ROADS WHEN CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS IT BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED. MUST BE CONDUCTED AFTER EACH STAGE OF THE PROJECT, AND CONTINUED 8. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS DURING INSTALLATION OF EROSION CONTROL MEASURES AND STORM DRAINAGE. 5. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN EVENT AND 113A-54.1 AND 15A NCAC 48.0131. THE SELF -INSPECTION REPORT FORM IS CONTRACTOR IS TO CALL 1-800-632-4949 FOR 'NC ONE CALL" TO HAVE UTILITIES AT LEAST ONCE PER WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET AVAILABLE AS AN EXCEL SPREADSHEET FROM LOCATED. PLAN, DETAIL AND SPECIFICATION REQUIREMENTS. HTTP: //HTTPS: //WWW.PDFFILLER.COM/EN/PROJECT/65077589.HTM?FORM_ID=27737518. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT NC 9. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, 6. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED DEQ DEMLR RALEIGH REGIONAL OFFICE AT (919) 791-4200. EASEMENTS, LANDSCAPE BUFFERS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS NECESSARY BY EITHER ENGINEER OR WATERSHED MANAGER. OF DISTURBANCE. 7. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, ETC..) SHALL BE MAINTAINED UNTIL ALL 10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN ON PLANS. CONTRIBUTING AREAS ARE GRADED AND STABILIZED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 30 0 30 60 / DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. loom DESCRIPTION EXISTING I 11. CONTACT NC DEQ AND ENGINEER UPON COMPLETION OF INITIAL EROSION CONTROL PERIMETER DIKES, / NONE \ GROUND 3 MEASURES TO OBTAIN A CERTIFICATE OF COMPLIANCE. SLOPES STRICTLY PROHIBITED.SCALE: 1"=30' (Horiz.) c 12. ONCE TEMPORARY MEASURES HAVE BEEN INSTALLED AND APPROVED, 9. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX SLOPES STEEPER i CONTRACTOR SHALL STRIP TOPSOIL AND STOCKPILE ON SITE. CONTRACTOR SHALL THAN 3:1 SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT 10' OR LESS IN I�Alk* MAP #3720172200J DATED MAY 2, 2006. REMOVE ALL ROOT MATTER AND ORGANICS FROM WITHIN THE CLEARING LIMITS. O° v SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED / Q 14 DAYS / FLATTER OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS. CALL N.C. ONE O , j ALL OTHER AREAS 14 DAYS NONE, EXCEPT FOR l 111 11 11 1 111 111 I� / l/ 41/111 111111111.. k, 1 EXISTING WOODSLINE r1111 11 1111//,// I \ II I1 11 1 1 / BLOCK AND GRAVEL CURB INLET PROTECTION (TYP) - , , - BROWN, ROBERT H DB 002966 PG 00315 PIN 122985086 / / / 2p0' D(� r�'9NS,i��sE FitiEQG / S/O'V R Y l l PG l l O PP LE 471ll l \\ EXISTINGPROTECT CATCH / POLE 217iII I 1 BASIN TO REMAIN (TYP) O PP EXISTING PERMANENT OHP (33' HIGH) O PP SLOPE EASEMENT WOODS BM 1999 PG 246 / / / OHP (28.1 ' HIGH) / DB 8263 PG 356 VE EXISTING \ \\� ) - / / / OHP (31' HIGH) / l FENCE OHP (28.1 ' HIGH) �l TEMPORARY / i EXISTING WOODSLINE / y�\\\ CONSTRUCTION - - _ - - - ,EASEMENT / / LIMITS OF DISTURBANCE/ , CLEARING LIMITS (TYP) 444 w Z 3 / / // PROPOSED R/W/I /' // / O/ / // / / / O OHP (32.2' HIGH) U D B43j0 cRFFMEN SA%T0, HIDETO PIN 1732080713 DB � 15718 PG 02152 /ALL SWALES TO BE LINED l l O �' ^ / / �J ' \\_ ; �. 'C\ - l 11 11 ►w �� 00 1 / / WITH STRAW W/ NET l l - \ �\ i / , s a�, I N (T / V, / REMOVE EXISTING O / / 4U / / I III I 1 I 1 . 1 -- �_ a '_ j RFjlq / / �/ FENCE & GATE / �o _ 1 I (EXISTING OVERHEAD- '--- - - - - - - �. �\ • _ / I POWER LINE (TYP)• \ �• �� \ -- ---- i - ��' / �� / / / l tv I/'III (III I`;//�\ ��\Qo= -}� ~�-� / , / / / �/ �/ I ✓ �� i\ / I I/ ;_ ----- III I l •�\ � �_ �o � _----------- � ---- . _ �------ ____;�____ --- \ �� i°0 TEMPORARY -------- l //I- CONSTRUCTION i ry / EASEMENT ' / / �`�• '� �'� _- PROTECT EXISTING PROTECT EXISTING, _ 9" PE GAS LINE / PROTECT EXISTING / POWER POLE POWER POLE - - - - - - - - WOODS- PROPOSED R/W BROWN, ROBERT H / EXIS_ DB 002966 PG 00315 TING WOODSLINE' - - - - - � � _ � PIN 1722985086 EXISTING 2" PRESSURIZED GAS LINE / , / / /r I Z_ _ NOTE.- 2" GAS LINE IS NOT TO BE / / / PROTECT EXISTING - - RELOCATED. CONTRACTOR IS TO LOCATE / �� �---- � NOTE: CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES BEFORE CONSTRUCTION GAS LINE BEFORE CONSTRUCTION BEGINS 0 i i d x 2" GAS LINE BEGINS. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES FROM - _ _ AND SHALL TAKE PRECAUTIONS THAT LINE i THE PLANS ARE FOUND. - - IS NOT DAMAGED. i CONSTRUCTION SEQUENCE: - - � � � � CONTRACTOR TO COORDINATE REL OCA TION / OF EXISTING UNDERGROUND / / / 1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A EC - - 6" PVC ELECTRIC LINE GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO / , / / ' _/, ,,j / OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT. EXISTING WOODSLINE__,__ OODSLINE O PP\ / / 1 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC i DEQ LAND QUALITY SEDIMENTATION CONTROL ORDINANCE. l 11/l l/l POLE LE 24.1 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL GENERAL NOTES: 4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE 1. ALL PREVIOUSLY APPROVED EROSION CONTROL MEASURES ARE TO BE MAINTAINED AT ALL TIMES. SELF INSPECTION NOTICE: SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT NC DEQ, AND ENGINEER 2• HYDROSEED WITH GRASS SEED ON ALL DISTURBED AREAS. SEE SEEDING SCHEDULE FOR SPECIFIC NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL WITH ANY ADDITIONAL MEASURES NEEDED. GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER SEEDBED PREPARATION. SELF -INSPECTION PROGRAM: HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE, 5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2-2 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE NPDES GROUNDCOVER HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES STABILIZATION TIMEFRAME TABLE THIS SHEET. NEW MIXTURE. ALL SLOPES 3:1 OR GREATER SHALL BE COVERED WITH "CURLEX" BLANKETS. SEE INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE SPECIFICATIONS FOR SEED ESTABLISHMENT REQUIREMENTS. THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING 6. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK REPRESENTATIVE, ENGINEER AND NC DEQ AND SHALL OBTAIN A LAND DISTURBING PERMIT. 3. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM NOTIFY NC DEQ A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION BEGINNING AT STABILIZATION SHALL BE COMPLETED ACCORDING TO THE NPDES GROUNDCOVER STABILIZATION THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT (919)791-4200. TIMEFRAME TABLE PROVIDED ON THIS SHEET AND SHEET C31. FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION 7. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE EXISTING ACCESS ROADS WHEN CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS IT BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED. MUST BE CONDUCTED AFTER EACH STAGE OF THE PROJECT, AND CONTINUED 8. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS DURING INSTALLATION OF EROSION CONTROL MEASURES AND STORM DRAINAGE. 5. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN EVENT AND 113A-54.1 AND 15A NCAC 48.0131. THE SELF -INSPECTION REPORT FORM IS CONTRACTOR IS TO CALL 1-800-632-4949 FOR 'NC ONE CALL" TO HAVE UTILITIES AT LEAST ONCE PER WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET AVAILABLE AS AN EXCEL SPREADSHEET FROM LOCATED. PLAN, DETAIL AND SPECIFICATION REQUIREMENTS. HTTP: //HTTPS: //WWW.PDFFILLER.COM/EN/PROJECT/65077589.HTM?FORM_ID=27737518. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT NC 9. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, 6. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED DEQ DEMLR RALEIGH REGIONAL OFFICE AT (919) 791-4200. EASEMENTS, LANDSCAPE BUFFERS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS NECESSARY BY EITHER ENGINEER OR WATERSHED MANAGER. OF DISTURBANCE. 7. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, ETC..) SHALL BE MAINTAINED UNTIL ALL 10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN ON PLANS. CONTRIBUTING AREAS ARE GRADED AND STABILIZED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 30 0 30 60 I REV.NO. SEAL SEAL CARO 'f q - S 86" _ 028419 �.. 10/28/2016 U. 44 v v MCIQM CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn NPDES GROUNDCOVER STABILIZATION TIMEFRAMES 8. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. loom DESCRIPTION EXISTING I 11. CONTACT NC DEQ AND ENGINEER UPON COMPLETION OF INITIAL EROSION CONTROL PERIMETER DIKES, THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS NONE SWALES, DITCHES, GROUND 3 MEASURES TO OBTAIN A CERTIFICATE OF COMPLIANCE. SLOPES STRICTLY PROHIBITED.SCALE: 1"=30' (Horiz.) c 12. ONCE TEMPORARY MEASURES HAVE BEEN INSTALLED AND APPROVED, 9. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX SLOPES STEEPER 7 DAYS CONTRACTOR SHALL STRIP TOPSOIL AND STOCKPILE ON SITE. CONTRACTOR SHALL THAN 3:1 SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT 10' OR LESS IN I�Alk* MAP #3720172200J DATED MAY 2, 2006. REMOVE ALL ROOT MATTER AND ORGANICS FROM WITHIN THE CLEARING LIMITS. SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED STEEPER THAN 2:1 SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES FLATTER OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS. CALL N.C. ONE 13. MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES. MAINTAIN SILT FENCE AND ALL OTHER AREAS 14 DAYS NONE, EXCEPT FOR CALL CENTER PERIMETERS AND HQW OTHER EROSION CONTROL MEASURES UNTIL THEY ARE APPROVED TO BE REMOVED. 10. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 4 -INCHES DEEP. BEFORE YOU DIG STOP DRAINAGE DITCH 14. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE TEMPORARY 11. EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND DEVICES SHALL BE SO 1-800-632-4949 AND PERMANENT SEEDING SCHEDULES LOCATED ON THIS SHEET. PLANNED, DESIGNED, AND CONSTRUCTED AS TO PROVIDE PROTECTION FROM THE CALCULATED AVOID UTILITY MAXIMUM PEAK RATE OF RUN-OFF FROM THE 10 -YEAR STORM. RUNOFF RATES SHALL BE DAMAGE 15. AREAS NOT IN ACTIVE CUT AND FILL SHALL RECEIVE TEMPORARY SEEDING IN ACCORDANCE CALCULATED USING THE PROCEDURES AS OUTLINES IN THE WAKE COUNTY SEDIMENTATION AND WITH THE SEEDING SCHEDULES IN THESE PLANS. EROSION CONTROL ORDINANCE. NORTH I REV.NO. SEAL SEAL CARO 'f q - S 86" _ 028419 �.. 10/28/2016 U. 44 v v MCIQM CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn NPDES GROUNDCOVER STABILIZATION TIMEFRAMES SITE AREA STABILIZATION TIMEFRAME DESCRIPTION ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR AND ALL EXCEPTIONS PERIMETER DIKES, 7 DAYS NONE SWALES, DITCHES, MARKERS IF DAMAGED DURING CONSTRUCTION. 8. SLOPES 9. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND REPORTING HIGH QUALITY WATER 7 DAYS NONE (HQW) ZONES 10. GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX SLOPES STEEPER 7 DAYS 14 DAYS FOR SLOPES THAN 3:1 12. 10' OR LESS IN I�Alk* MAP #3720172200J DATED MAY 2, 2006. LENGTH AND NOT 13. STEEPER THAN 2:1 SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES FLATTER GREATER THAN 50' IN LENGTH ALL OTHER AREAS 14 DAYS NONE, EXCEPT FOR WITH SLOPES FLATTER PERIMETERS AND HQW THAN 4:1 ZONES GENERAL NOTES: 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". 3. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON BEST AVAILABLE RECORD DRAWINGS AND SURVEY DATA PROVIDED BY McKIM & CREED. 4. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE APPROVED, JACOBS, THOMAS W JR PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE PIN 1732080784 COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY DB 008631 PG 00246 THE GEOTECHNICAL ENGINEER 3 5. ALL SLOPES GREATER THAN 3:1 SHALL BE PERMANENTLY STABILIZED AS RECOMMENDED BY THE C1 GEOTECHNICAL ENGINEER. '_DG 6. ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR AND ALL D1 AREAS POSITIVELY DRAIN TO DRAINAGE STRUCTURES, SWALES OR STORMWATER MANAGEMENT FACILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL REPLACE JO MARKERS IF DAMAGED DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY THROUGHOUT CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND REPORTING REQUIREMENTS. 10. GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX 1) MATTING BY AMERICAN EXCELSIOR COMPANY OR APPROVED EQUAL. 11. STREAM AND WETLAND LOCATIONS ARE BASED ON BEST AVAILABLE RECORD DRAWINGS 12. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM I�Alk* MAP #3720172200J DATED MAY 2, 2006. \ 13. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT STREET OR HIGHWAY R/W, CONTACT NCDOT DISTRICT OFFICE AND OBTAIN ALL PERMITS AND ENCROACHMENTS AND KEEP COPIES ON CONSTRUCTION SITE AT ALL TIMES. D/W \ / BLDG 0o I '000, BLDG PROPOSED SEWER MAIN JONES, DARRON TIMOTHY SEE SHEET C7 -C8 JONES, VALERIE Y l MORGAN, CHRISTINA PIN 1732080558 PIN 1732080518 DB 008292 PG 00999 DB 011579 PG 00046 I 59' PUBLIC RIGHT-OF-WAY 7.0' 1 13.0' 1 13.0' 1 7.0' LIMITS OF DISTURBANCE NOTES: 1. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF DISTURBANCE. ALL SILT FENCING OR TREE PROTECTION FENCING SHALL BE INSTALLED INSIDE LIMITS OF DISTURBANCE. LEGEND GRASS GRASS STRIP ROAD STRIP EXISTING GROUND 7.0% 2.0% 2.0% 7.0% CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS POINT ROADWAY SECTION 29'E -E; 59' PUBLIC R.O.W. NOT TO SCALE -SF- TPF _OL 220- -220- - - NPDES 2-220- NEW ROW SILT FENCE TREE PROTECTION FENCE BLOCK AND GRAVEL CURB INLET PROTECTION LIMITS OF DISTURBANCE PROPOSED CONTOUR EXISTING CONTOUR NEW ASPHALT PA VEMEN T SLOPE TO BE STABILIZED CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # [XI�1:1:10Z0] 1U11:4M*A44I 111WL S L GRADING AND SEDIMENT & EROSION CONTROL PLAN DATE: PAVEMENT SCHEDULE C1 1.0" SF9.5A ASPHALT SURFACE COURSE DRAWN AT AN AVERAGE RATE OF 110 LBS. PER SQ. YARD. D1 2.0" S9.56 ASPHALT SURFACE COURSE CHECKED AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD. JO 8" COMPACTED ABC STONE BASE COURSE O COMPACTED SUBGRADE 59' PUBLIC RIGHT-OF-WAY 7.0' 1 13.0' 1 13.0' 1 7.0' LIMITS OF DISTURBANCE NOTES: 1. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF DISTURBANCE. ALL SILT FENCING OR TREE PROTECTION FENCING SHALL BE INSTALLED INSIDE LIMITS OF DISTURBANCE. LEGEND GRASS GRASS STRIP ROAD STRIP EXISTING GROUND 7.0% 2.0% 2.0% 7.0% CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS POINT ROADWAY SECTION 29'E -E; 59' PUBLIC R.O.W. NOT TO SCALE -SF- TPF _OL 220- -220- - - NPDES 2-220- NEW ROW SILT FENCE TREE PROTECTION FENCE BLOCK AND GRAVEL CURB INLET PROTECTION LIMITS OF DISTURBANCE PROPOSED CONTOUR EXISTING CONTOUR NEW ASPHALT PA VEMEN T SLOPE TO BE STABILIZED CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # [XI�1:1:10Z0] 1U11:4M*A44I 111WL S L GRADING AND SEDIMENT & EROSION CONTROL PLAN DATE: AUGUST 2016 MCE PROD. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW ATU S: SCALE HORIZONTAL: 1"=30' VERTICAL: NA FINAL DESIGN M&C FILE NUMBER C26 DRAWING NUMBER C26 REVISION l � BLOCK AND GRA VEL CURB INLET PROTECTION (TYP) 200 / o �' TRSMsK Zlw DB�S,oNl l PROTECT EXISTING CATCH / c 6,5 4" p / / BASIN TO REMAIN (TYP) �, Q7 ' O PP LE 471 �� / EXISTING PERMANENT / O v SLOPE EASEMENT POLE 217 O PP BM 1999 PG 246 DB 8263 PG 356OHP (33' HIGH) O P P l / R112� / DUKE F WOODS O D OF N c OHP (28.1 ' HIGH) O 4310 - / ` OHP (31' HIGH) ' ! O / 74 \ TEMPORARY i / OHP (28.1' HIGH) O EX WATER CONSTRUCTION EXISTING WOODSLINE ! l VAL VES (TYP) �` EASEMENT / R 10 00 LIMITS OF DISTURBANCE/ / CLEARING LIMITS (TYP) / , C / PROPOSED R/W � �' O OHP (32.2' HIGH) O PROPOSED EOP / 00 O / NOTE: CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES BEFORE CONSTRUCTION RELOCATE EXISTING —Y1UNDERGROUND ELECTRIC UNE O �d 6 BEGINS. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES FROM i THE PLANS ARE FOUND. (RELOCATE BEFORE , CONSTRUC77ON BEGINS) '7 O , , l PROTECT EXISTING 4" GAS LINE , , O P P l POLE 24.1 SEAL I REV.NO. SEAL pFESS/ .9l 028419 �. 10/28/2016 /IIIIIIII111\ 0 j v v McIQM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PROPOSED SEWER MAIN SEE SHEET C7 -C8 LEGEND LOD [X�1 Q:1910]:�-11 VPl a2 ral1 : 1�� [e -II NEW ROW LIMITS OF DISTURBANCE NEW ASPHALT PAVEMENT UTIL I TIES TO BE REL OCA TED CALL N.C. ONE CALL CENTER BEFORE YOU DIG STOP 1-800-832-4949 AVOID U71UTY \ DAMAGE / NORTH 30 0 30 60 SCALE: 1"=,30' (Horiz.) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING _ FIRE URBAN FORESTRY - SITE ACCESSIBILITY, CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: AUGUST 2016 MCE PROD. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW ATU S: SCALE HORIZONTAL: 1"=30' VERTICAL: NA FINAL DESIGN M&C FILE NUMBER C26 DRAWING NUMBER C27 REVISION BEGIN NEW PA CEMENT 10+93.18 1 -R/W-` EXISTING JUNCTION BOX ` \ ddl o iIZ1,11111 EXISTING TREELINE V- EXISTING TREELINE PROPOSED TREELINE (TYP) \\ TEMPORARY 11 CONSTRUCTION _ -9R ED R/W ,1 EASEMENT _ PpRARYi , 1, T"XTENSI0 ITEM \ MAYBRppK Rpl gDE, Pueuc R wl 59' ------ _ �- --- 1z+p0 X437.2 4 a 00 ; R 3' 1 0 0 T EXISTING CONCRETE SIDEWALK 1� — 3 1+ _ _ -, • A O / 1 TEMPORARY CONSTRUCTION EASEMENT I, ,1 O O O O ELINEXISTING TR MAYBROOK ROAD EXTENSION — PLAN (26' E—E, 59' PUBLIC R/W, STA. 10+00 TO 15+30) SCALE: 1 "=50' SEWER MAIN EASEMENT NORTH I/Z1-6l P`. MB, 16k y��6oQv DRAWN AT AN AVERAGE RATE OF 110 LBS. PER SO. YARD. D1 2.0" S9.5B ASPHALT SURFACE COURSE � I AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD. I 8" COMPACTED ABC STONE BASE COURSE \ / COMPACTED SUBGRADE CIjT�q r 7.0% 2.0% 2.0% 7.0% END NEW PA YEMEN T STA 15+25.20 EXISTING 54" SEWER MAIN \ PROPOSED 72" SEWER MAIN SEE SHEETS C7 -C8 SEWER MAIN EASEMENT NORTH I/Z1-6l 9+00 9+50 10+00 10+50 11+00 11+50 SEAL SEAL C, .9l 028419 �. 10/28/2016 /IIIIIIIIM0 12+00 12+50 13+00 13+50 14+00 14+50 15+00 MAYBROOK ROAD EXTENSION — PROFILE (26' E—E, 59' PUBLIC R/W, STA. 10+00 TO 15+30) SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5' v v MCKIM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com 15+50 16+00 16+50 17+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PAVEMENT SCHEDULE C1 1.0" SF9.5A ASPHALT SURFACE COURSE DRAWN AT AN AVERAGE RATE OF 110 LBS. PER SO. YARD. D1 2.0" S9.5B ASPHALT SURFACE COURSE ROAD AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD. JO 8" COMPACTED ABC STONE BASE COURSE O COMPACTED SUBGRADE CIjT�q r 7.0% 2.0% 2.0% 7.0% D1 C1 J U GRADE POINT DRAINAGE DITCH ROADWAY SECTION 29'E -E; 59' PUBLIC R.O.W. _ + 39- NOT TO SCALE PV7 STA 11+00 00 HIGV PT 11=22206 235 fW EL 214.5 PV STA -12+50,00 235 A= 7 10% P14 ELE =226.10 L= 7 f.00' A=15.20q K=19. 00 L=21 .82' EXISTING GRADE =1 K=14.00- .00230 0 o 230 �i 230 + "� + cV PW STA -14+25 00 _ Vl EL 212.9 II N II Cd O If I \ II N L=22. 5J' 225 K=1 .00 225 _ ik �/ � CL �N ►�� II N tj II N 220 �' Q N 220 V V ti N PROPOSED GRADEJ ) to (6 �V7.70%° S., I N215215 — � iW S CIL � CL 210 0 s 210 9 205 205 200 200 195 195 � CO LO 1`7 LO N In O N O co r7 * O 00 O 00 to I� to r- O) 1`0 M O n L 0 (0 � r GO 00 O CO N O CO Ln 00 rr) N N N CD 00 r- to CO N LO I� I- to n 00 CO O r� O GO � O O n � CO * p) � c0 0) n O Il- r') O .- ; 4 4 4 4 44 4 r to 4 +— (6 N N 00 rn N CD, cd N � N N N O N N N N N .- N N N O N N O co, N 00 c0 .— cD 44 N vi N rn O O CO O O 00 '_0 O O cD Ln O O r7 O N O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 9+00 9+50 10+00 10+50 11+00 11+50 SEAL SEAL C, .9l 028419 �. 10/28/2016 /IIIIIIIIM0 12+00 12+50 13+00 13+50 14+00 14+50 15+00 MAYBROOK ROAD EXTENSION — PROFILE (26' E—E, 59' PUBLIC R/W, STA. 10+00 TO 15+30) SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5' v v MCKIM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com 15+50 16+00 16+50 17+00 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 59' PUBLIC RIGHT-OF-WAY PAVEMENT SCHEDULE C1 1.0" SF9.5A ASPHALT SURFACE COURSE DRAWN AT AN AVERAGE RATE OF 110 LBS. PER SO. YARD. D1 2.0" S9.5B ASPHALT SURFACE COURSE ROAD AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD. JO 8" COMPACTED ABC STONE BASE COURSE O COMPACTED SUBGRADE 59' PUBLIC RIGHT-OF-WAY [if,ralMiQ �ZM]:,a-11:4Pla*:lI: I��[s-1�1 DATE: 7.0' 13.0' 13.0' 7,0' MCE PROD. # GRASS DRAWN GRASS EXISTING STRIP ROAD STRIP GROUND 3' 7 CLW CIjT�q r 7.0% 2.0% 2.0% 7.0% D1 C1 J U GRADE POINT DRAINAGE DITCH ROADWAY SECTION 29'E -E; 59' PUBLIC R.O.W. NOT TO SCALE [if,ralMiQ �ZM]:,a-11:4Pla*:lI: I��[s-1�1 DATE: AUGUST 2016 MCE PROD. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW ATU S: 1 SCALE HORIZONTAL: 1"=50' VERTICAL: 1 "=5' FINAL DESIGN I EXISTING GROUND M&C FILE NUMBER C28 DRAWING NUMBER C28 REVISION \ 3 \ TRUCKS \ \\ ENTERING HIGHWAY W14-12 (36"x36") �TRUCKS ' ENTERING \ 3 \ \� \` HIGHWAY AUGUST 2016 MCE PROD. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW (36"x36")\� \� TRUCKS \� ENTERING \� \ HIGHWAY \ `\14014-12 (36"x36") TRUCKS ENTERING HIGHWAY W14-12 (36"x36") \ NO OUTLET / / / W14-2 SIGN LEGEND / , , / W14-12 (36"06") TRUCKS l ENTERING \ HIGHWAY \ `\ 350 W14-12 (36"x36") \ \ \ \ \ TRUCKS \ \ ENTERING HIGHWAY \ eDCe \ \ \ ` \ 3SO W14-12 (36"x36") TRUCKS ENTERING yp GHWAY v \\\\\\ ('1p'p g 6g �RpyRp R1-1 W14-12 (36"x36") lC R/W Q \ � � TRUCKS I \ \ \ \ ENTERING \ \ HIGHWAY ROAD CLOSED AHEAD (R11-2) \ \ TYPE III PARTIAL BARRICADE \ \ \ - PROPOSED CONSTRUCTION \ / NO TES: 1. DRAWING IS NOT TO SCALE AND IS INTENDED ONLY TO SHOW THE SPACING BETWEEN SIGNS. 2. SEE SHEET C30 FOR TRAFFIC CONTROL DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER TRUCKS NO PLANNING/ZONING ST OPENTERINGOUTLET FIRE HIGHWAY URBAN FORESTRY R1-1 W14-12 (36"x36") W14-2 SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # CALL N.C. ONE CALL CENTER BEFORE YOU DIG STOP 1-800-632-4949 TYPE I II BARRICADE WITH R11-2, AVOID UnLITY DAMAGE NOTE: ALL SIGN DESIGNATIONS PER MUTCD STANDARD. NORTH SEAL I REV.NO. SEAL pFESS/ .9l 028419 �. 10/28/2016 /IIIIIIII111\ 0 j v v McIQM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS [X�1 Q:1910]:�-11 VPl a2 ral1 : 1�� [e -]I I IN139aeff_1IeI1��Le]�T_Ie3 a1W_NZI DATE: AUGUST 2016 MCE PROD. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW ATU S: SCALE HORIZONTAL: NTS VERTICAL: NA FINAL DESIGN M&C FILE NUMBER C29 DRAWING NUMBER C29 REVISION I REV.NO. DESIGN MINIMUM SIGHT DISTANCE MINIMUM SPEED LONGITUDINAL STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE BUFFER SPACE (MPH) (FEET) (FEET) (FEET) 30 200 loso es 36 250 1280 720 40 305 1470 155 45 360 1625 195 50 a25 1835 240 55 485 1085 290 80 570 2135 345 65 645 2285 405 70 730 2480 470 75 820 2580 540 e0 910 2680 815 v B z o M DETAIL A BEGIN v� U m ROAD WORR EXIT RAMPS (~-} Q DCO O O 0SP-11288 MAIN ROADWAY WORN ZONEQ �48"X48" 1= rOT1�(n 7�A"IUI4- CONSTRUCTION 1000' -1- Tmrric LLJ0CD(T1-I ' Z HZ�=D LIMITS FOR APPROVED SIGN PLACE SIGN BEYOND SHOULDER SUBSTRATE MATERIAL OOUx O Iun POINT IF IT CANNOT BE INSTALLED PLUMB. IF SION IS PLACED WITHIN mO��_( = Z Z> m L.L JAI -NZ -I J W LL < - TRAFFIC N OF CONSTRUCTION LIMITS OA �0 , ar,� I- (Q.) O (=•j cc Q - - - - - - - - - - - - - 2U00 2" F- III I Z / C/) 1-- LL O J =�Zym FOR IND -LANE, Trp -WAY ROPOIYAYS INCLUDING OF BREAKAWAY Or • D 0 0 Or - - - -� - - - - - - - - - - 'R' - •� D D NOTE: SIGN NOT REWIRED IF ADVANCE NANNING ROAD WORK 48"X24" z H --If Cn SIGNS HAVE BEEN PLACED ALONG Y. LINE N H L " (n O i TWIT RAMP INTERSECTS. IF CONSTRUCTION LIMASMERAT END OF SAME, PEACE SIGN AT E d T W p N 1000 i/- CONSTRUCTION 500' LIMITS z O C C L p r DETAIL C O ENO BEGIN 020-2a ROAD WORK O X ROAD B'%24" WORK Z LL Q SP -11286 4e"%46" ENTRANCE RAMPS SUPPORT N y N O_ MAIN NOAZMKY WORK ZONE _ _ _ _ _ _ _ _ Z DIRECTION OF TRAFFIC ZM � W _ x Cr3 -n m GENERAL NOTES 0 N r O W in y= D 1- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS. ^ SUPPORTI��T Q H CONSTRUCTION LIMITS Z v G x 2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS IF LIMITS ARE NEAR RAMP SIGNS SHOULD H Z H > U) COVERED. TENT HSL BE PLA CED NEAR TERMINAL ,^ Q MM' Z 3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR WORK C Z Lf) p IIX ("( n Z SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAY AHEAD WZD.1 Q VI M M v USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING 48"X48" 2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR vi D= APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED. O 3 Q N IAv 4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. 0 �• m v Z 70 0 p �• Hy (� < N 9 D-1 O D Z DETAI L D 01 Z 5- USE SLB STEEL U -CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. SLB STEEL � Q N N D �2 U -CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1(B), Y- LINES (n Z MAY BE GALVANIZED STEEL, OR MAY RE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL O > J 1--� 3i G: Z TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U -CHANNEL POST ARE ALSO MAIN ROADxAv 'WEAK z.ME = G M O ') ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U -CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE G) Q �lACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110. END i1i1 LL (� ELEVATION. REMOVE ENOUGH SOIL FROM AROUND THE GROUND SUPPORT (STUB) TO PERMIT 40"X24" ROADWO0.K ly- ZZ6- zV A x WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01. 500 W O GENERAL NOTES < Cn D N W 7- DO NOT BACK BRACE SIGN SUPPORTS. LINE 711 B- TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI -LANE i i y Y O FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE 17 1L 600' 1 1 1 0.0 1 1110 . 0 1 ENGINEER. ' END c2o-1a � Z ROAD WORI CONSTALCTION ROAD WORK 43"%24" 3 LEGEND [-STATIONARY SIGN -DIRECTION OF TRAFFIC FIOA AHEAD W20 1 LIMITS 4B"%4 B" OWL MOUNT SIGNS ON DIVIDED HIGHWAYS AND INCREASE SIGN SPACING TO 1000'•/-. HEET 2 OF 3 SHEET 2 OF 3 11101.011 110 1 .0 1 DESIGN MINIMUM SIGHT DISTANCE MINIMUM SPEED LONGITUDINAL STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE BUFFER SPACE (MPH) (FEET) (FEET) (FEET) 30 200 loso es 36 250 1280 720 40 305 1470 155 45 360 1625 195 50 a25 1835 240 55 485 1085 290 80 570 2135 345 65 645 2285 405 70 730 2480 470 75 820 2580 540 e0 910 2680 815 v o Z M Z v� O U m Du D 0� POSTED SPEED LIMIT oHU D (MPH) 1.4-0 < -( = FU -I O y a Tmrric N U O DRO•(O� « DIRECTION RAFFIC x DP FOR APPROVED SIGN PLACE SIGN BEYOND SHOULDER SUBSTRATE MATERIAL Hp~COU CJOUn�MAX. POINT IF IT CANNOT BE INSTALLED PLUMB. IF SION IS PLACED WITHIN mO��_( Z A LANE CEO 11 OR ON THE TRAVELWAY THE CLEARANCE L.L JAI -NZ -I J W O W x HU�O(� ,z-i=D TRAFFIC N OF Q H N�LLO J O¢�x x n= Z 2" �- = Z IP cc Z O N SOIL REMOVAL/ REPLACEMENT U I'- LL O J cc 1--I =�Zym FOR IND -LANE, Trp -WAY ROPOIYAYS INCLUDING OF BREAKAWAY �v¢o� D D 0 U=O Z • Z Q H1 INSTALLATION � Z�Orm FOR ALL OTHER ROPAYAYS THE HEIGHT BETWEEN L co��0� O LL LQLi C7x�Z - - - ,,---------------------------------------------- z OOU< GROUND SUPPORT L p r ADD `_� Z Q z 11 (STUB) < p O W N I- Z SIGN Q M v WITH A 3' NINIMUM HEIGHT TO PANEL SUPPORT N y N 0- Lup O [� U)0 z DIRECTION OF TRAFFIC DETOUR o � W GENERAL NOTES rn W H O O 0 N r r p o W y ZSTUB) SUPPORTI��T Q H z v xAXExux Z LUOVERLAP z D O D i 4' O HEIGHT ��• Z H 70 Cn GENERAL NOTES 4• Z 2 N Q H Q�F O 0 APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS 0 z 0 N 0 0 p W 0 Z O D 2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR ¢�(L- LU O N BOLTS MUST BE 4" APART. TME GROUND SUPPORT (STIR) SHALL NOT Q O Z 0 �• m v INSTALL THE GROUND SUPPORT (STUB) BETWEEN THE SIGN SUPPORT AND THE APPROACHING TRAFFIC IN THE ADJACENT TRAVEL LANE. EXTEND HIGHER THAN 4" ASOVE THE GROUND. ATTACH THE SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRLATE HARDNARE PROVIDED BY THE MANUFACTUREp OF THE BREAKAWAY SYSTEM. p �• Hy (� < N 9 D-1 O D OVERALL LENGTH OF THE SHEAMMAY SYSTEM IS 6". } 11 EL Iir­ r z M _ T'nZ z v M o a Z H-) W O G) O Hi O N_1711- W ~ N N m(~y� Z IH G) H w Ma Z SITE AT: https://apps.dot.state.nc.us/vendor/approvedproducts. 36" TO 42" INTO THE GROUND WHILE LEAVING NO MORE THAN 4" ABOVE THE EXISTING GROUND F CA ELEVATION. REMOVE ENOUGH SOIL FROM AROUND THE GROUND SUPPORT (STUB) TO PERMIT N A x H WKS GENERAL NOTES < Cn D U N RECOMMENDATIONS FOR ANCHOR EMBEDMENT DEPTHS AND POST ATTACHMENT REQUIREMENTS. SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRIATE H co Z 1- REFER TO 2009 MUTCD. Q Co N HEET 2 OF 3 m 1 1 1 0.0 1 1110 . 0 1 o LU � Z 3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS 90 n HEET 4 OF 4 CC 110 1 .1 1 11101.111 r, OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC. _j N v o O °e m = v GENERAL NOTES < U N D 1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND U, Z Q I••1 '� STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE O EL 0 1� VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO x (, U Z Z GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS. N C D m 2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE H LL Z D 0 FOR WET AND LEVEL PAVEMENTS. Z LL LL W W � LL m 3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING m Q M SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2 -LANE, 2 -WAV ROADWAYS �• y STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING I••' ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED. 4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING PASSING/NO-PASSING ZONES FOR 2 -LANE, 2 -WAV ROADWAYS. HEET 2 OF 4 SHEET 2 OF 4 1101.11 1101.11 DESIGN MINIMUM SIGHT DISTANCE MINIMUM SPEED LONGITUDINAL STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE BUFFER SPACE (MPH) (FEET) (FEET) (FEET) 30 200 loso es 36 250 1280 720 40 305 1470 155 45 360 1625 195 50 a25 1835 240 55 485 1085 290 80 570 2135 345 65 645 2285 405 70 730 2480 470 75 820 2580 540 e0 910 2680 815 v Z Z M 00 v� O U <� Du D 0� POSTED SPEED LIMIT F�-r D (MPH) ",,"al N DF SIGN SUPPORT = FU -I O y OOUx = Z Tmrric N U O Hm-1 '` -i = D « DIRECTION RAFFIC x DP FOR APPROVED SIGN PLACE SIGN BEYOND SHOULDER SUBSTRATE MATERIAL O C JO d = Z U CJOUn�MAX. POINT IF IT CANNOT BE INSTALLED PLUMB. IF SION IS PLACED WITHIN COD I— W W J Z A LANE CEO 11 OR ON THE TRAVELWAY THE CLEARANCE 0 0 Z P.4 -I J W O W x HU�O(� M 0 0 TRAFFIC N OF Q H N�LLO J W v Z Z M 00 v� O U <� Du D 0� POSTED SPEED LIMIT F�-r D (MPH) ",,"al N DF SIGN SUPPORT = FU -I O y OOUx = Z Tmrric N U O Hm-1 '` -i = D « DIRECTION RAFFIC x DP FOR APPROVED SIGN PLACE SIGN BEYOND SHOULDER SUBSTRATE MATERIAL O C JO d = Z U CJOUn�MAX. POINT IF IT CANNOT BE INSTALLED PLUMB. IF SION IS PLACED WITHIN COD I— W W J Z A LANE CEO 11 OR ON THE TRAVELWAY THE CLEARANCE 0 0 Z P.4 -I J W O W x HU�O(� M 0 0 TRAFFIC N OF Q H N�LLO J W x n= Z 2" �- = Z IP cc Z O N SOIL REMOVAL/ REPLACEMENT U I'- LL O J cc 1--I (7 _ Z • FOR IND -LANE, Trp -WAY ROPOIYAYS INCLUDING OF BREAKAWAY O Q O U 2 D D 0 SYSTEM Z • Z Z O m INSTALLATION � 0 I FOR ALL OTHER ROPAYAYS THE HEIGHT BETWEEN L W Q O LL LQLi y„�;;,;;;,;;;, - - - ,,---------------------------------------------- z m W = GROUND SUPPORT L p r m `_� Z Q O � D (STUB) < p O W N I- Z SIGN Q M v WITH A 3' NINIMUM HEIGHT TO PANEL SUPPORT r o y -DI N O O [� a m DIRECTION OF TRAFFIC DETOUR o -I Cr GENERAL NOTES rn W H O O 0 N r 6 wAx. GROUND OVERLAP o W y ZSTUB) SUPPORTI��T Q H z v xAXExux Z LUOVERLAP z D O D i 4' O HEIGHT ��• Z H 70 Cn GENERAL NOTES 4• Z 2 N Q H Q�F O 0 APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS 0 z 0 0 0 p W 0 Z O D 2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR ¢�(L- p x CC 0 O N BOLTS MUST BE 4" APART. TME GROUND SUPPORT (STIR) SHALL NOT Q O Z 0 �• m v INSTALL THE GROUND SUPPORT (STUB) BETWEEN THE SIGN SUPPORT AND THE APPROACHING TRAFFIC IN THE ADJACENT TRAVEL LANE. EXTEND HIGHER THAN 4" ASOVE THE GROUND. ATTACH THE SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRLATE HARDNARE PROVIDED BY THE MANUFACTUREp OF THE BREAKAWAY SYSTEM. p �• Hy (� < N 9 D-1 O D OVERALL LENGTH OF THE SHEAMMAY SYSTEM IS 6". } 11 EL Iir­ r z M _ z v M H-) W O G) GENERAL NOTES 3 LB. U -CHANNEL SPLICING REQUIREMENTS Hi O N_1711- ALL TRAFFIC CONTROL DEVICES, INCLUDING BREAKAWAY SYSTEMS FOR GROUND MOUNTED SIGN 1- WHEN SIGN IS REMOVED AT THE END OF PROJECT, REMOVE THE GROUND SUPPORT (STUB). N N SUPPORTS, COMPLY WITH ALL NCHRP REPORT 350 REQUIREMENTS AND SHALL BE APPROVED BY Z IH G) THE DEPARTMENT. ALL APPROVED TRAFFIC CONTROL DEVICES ARE ON THE DEPARTMENT'S WEB 2- WHEN SPLICING A U -CHANNEL SUPPORT, INSTALL THE GROUND SUPPORT (STUB) APPROXIMATELY w Ma Z SITE AT: https://apps.dot.state.nc.us/vendor/approvedproducts. 36" TO 42" INTO THE GROUND WHILE LEAVING NO MORE THAN 4" ABOVE THE EXISTING GROUND F CA ELEVATION. REMOVE ENOUGH SOIL FROM AROUND THE GROUND SUPPORT (STUB) TO PERMIT N 2- INSTALL THE BREAKAWAY SYSTEM TO FUNCTION PROPERLY IN ACCORDANCE WITH THE DIRECTION ACCESS TO THE HOLES FOR THE BREAKAWAY SYSTEM. ONCE THE BREAKAWAY SYSTEM IS OF TRAFFIC ADJACENT TO THE SIGN. TIGHTENED, REPLACE THE SOIL AND TAMP. GENERAL NOTES < 3- FOR PERFORATED SQUARE TUBING BREAKAWAY SYSTEMS, FOLLOW THE MANUFACTURER'S 3- OVERALL LENGTH OF THE BREAKAWAY SYSTEM IS 6". BOLTS MUST BE 4" APART. ATTACH THE U N RECOMMENDATIONS FOR ANCHOR EMBEDMENT DEPTHS AND POST ATTACHMENT REQUIREMENTS. SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRIATE H co HARDWARE SUPPLIED BY THE MANUFACTURER OF THE BREAKAWAY SYSTEM. 1- REFER TO 2009 MUTCD. 4- INSTALL U -CHANNEL BREAKAWAY SYSTEMS SO THE GROUND SUPPORT (STUB) IS INSTALLED ON THE APPROACH SIDE OF TRAFFIC WHILE THE SIGN SUPPORT IS ATTACHED/SPLICED BEHIND THE GROUND SUPPORT (STUB). HEET 2 OF 3 SHEET 2 OF 3 1 1 1 0.0 1 1110 . 0 1 SEAL SEAL \��\ III CgRO pFESS/ 028419 . 10/28/2016 :O FNGI NO\ O� �\\, o Z z ov 00 v� <-( DISTANCE BETWEEN Du D 0� POSTED SPEED LIMIT Z= M O ,N1 m0m�U7 (MPH) LL -TEL z "Z =D 0 70 -I LATERAL CLEARANCE: OOUx = Z O 0 = D m - m Z D SEE 8 RGAAD 3' MINI UM FROM TRAVEL LANE. 'SEG W Q Q LL = U Q O (n O O -a '11 FOR APPROVED SIGN PLACE SIGN BEYOND SHOULDER SUBSTRATE MATERIAL 500 500 Z 1-4 r ,) 00.4 POINT IF IT CANNOT BE INSTALLED PLUMB. IF SION IS PLACED WITHIN COD I— W W J CZ G D > A LANE CEO 11 OR ON THE TRAVELWAY THE CLEARANCE 0 0 Z P.4 -I J APPLIES MOM THE OPEN LANE N ~ > CJ) Z r Q H N�LLO J W r' O n= Z r p O O U cc Z O N MOUNTING HEIGHT DIMENSIONS: LL�•'� ED r. FOR IND -LANE, Trp -WAY ROPOIYAYS INCLUDING w ~ THOSE WITH CONTINUOUS LEFT -TURN LANES, 0 C THE HEIGHT BETWEEN ROADWAY TO SIGN SHALL Z Z O m BE 1' MINIMUM. Z Z FOR ALL OTHER ROPAYAYS THE HEIGHT BETWEEN L ZROADWAY TO SIGN SHALL BE 5' MINIMUM. LL LQLi y„�;;,;;;,;;;, - - - ,,---------------------------------------------- Q 0 Q Z3� m W = TRAVEL LANE PAVED SHOULDER Z pJ J m `_� Z Q O � D SHOULDER POINT IF SUPPLEMENTAL PANEL I3 REQUIRED < p O W N I- Z USE A 5' MINIM HEIGHT TO MAIN SIGN Q M v WITH A 3' NINIMUM HEIGHT TO PANEL xo a � r o Q Od po -DI N O LL Q 3 r - m O s r 0 x x Z D GENERAL NOTES rn W H r m C C B -R J w 2- ANCHORS SHALL BE 3" X 3" 7 GAUGE STEEL. 3- CONNECTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. = x 0 y Z QNc� Q H z v D O C) z D O D i z y GENERAL NOTES 4• Z 0 1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO O m APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS DRUM$, BARRIER, OR OTHER OBJECTS. U�v 2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR ¢�(L- CATEGORY II DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR N ONE ANOTHER. 3- ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST AT https://apps.dot.state.nc.us/vendor/approvedproducts. HEET 1 OF 1 SHEET 1 OF 1 1 1 10. 02 1 1 1 0.02 ADVANCE WARNING SIGN OF o m o� z ov RECOINENDED �H Z DHLIO� Cn <-( DISTANCE BETWEEN �Q POSTED SPEED LIMIT (FEET) D,O.100 (MPH) HpCOU x Z o Or om < SS IM ��� 200 u-_1dI-'NZ 350 350 350 I�Z-i=D 500 500 O¢Ux CONTROLLED ACCESS ROADS 1000 1500 270D h-�1 y O 00:E M 0 Z"o_-� O Q H N�LLO J � � r' O n= Z m D m S Z n O O U cc Z O N • ADD LL�•'� ED C7 W ~ ANCHOR DETAIL N ~ 1>-1 CL SHE (n R Z r --I Yo r W Q N c N 0 'C W r p M w 7C ANCHOR — zh Q 0 Q Z3� U v U) m O * N w z Hy r ITI Z 0a Z ~ LU LU HEAVY DUTY ANCHOR 1-4) O ZH Z STATIONARY OR PORTABLE SIGNS xo a � Waw O N LL a r 0 DISTANGE TO 4TH SIGN L REPEAT FOR ANY CONSECUTIVE SIGNS L DISTANCE l0 3RD SIGN L DISTANCE TO 2ND SIGN L DISTANCE TO 1ST SIGN r r r r Z Z Z N GENERAL NOTES O= C C B H Z 2- ANCHORS SHALL BE 3" X 3" 7 GAUGE STEEL. 3- CONNECTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. mzCl) V HEET 3 OF 3 QNc� 11110.011 1110 . o 1 z p p co D O D i v REPOINTCE in O cc U�v ¢�(L- N Z Lu O H Cj)il% _ H Z O H-) W O Z -n O C.7 Cl) 9 W Lu U m R1 GENERAL NOTES < U N H co 1- REFER TO 2009 MUTCD. 2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED. 3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS HEET 4 OF 4 SHEET 4 OF 4 110 1 .1 1 11101.111 OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC. ADVANCE WARNING SIGN OF SPACING CHART RECOINENDED �H Z DHLIO� Cn O DISTANCE BETWEEN SIGNS POSTED SPEED LIMIT (FEET) xm>>M z (MPH) �vLLLLx x Z o Or om < SS 200 200 200 40-60 350 350 350 66 500 500 500 CONTROLLED ACCESS ROADS 1000 1500 270D h-�1 y O v m Z 00 �H Z DHLIO� Cn O QF� HDCOU m;z 3: � O 21t" x 21t” 0 12 GAUGE POST CJa=Z Oct) =Z xm>>M z �vLLLLx x Z o Or om O POST TO ANCHOR FASTENER DETAIL FO -I U) F oZ J (70 M;z O LL _ DO�Q D D H i xnxINUN O s" POST Z r� > r (L 0) Z i N NATURAL GROUND O 3,. MINIMUM 1 Lu f p y O O � � r' O Z 0 m D m S Z n 2k" 3" cc Z O N LL�•'� ED Z C7 W o> X ANCHOR DETAIL 1-1Z w SHE Q O Lu --I Yo WENT DEPTH Q N c 3B" - 42° 0 'C W M w 7C ANCHOR — zh Q 0 Q Z3� U v Q U m O * w z Hy r ITI Z 3" x 3" x 7 GA. _ Z ~ O HEAVY DUTY ANCHOR 1-4) O C N T( co�� 0 (••( LLL Waw O N a N GENERAL NOTES 1- POSTS SHALL BE 212" X 21F2" 12 GAUGE STEEL. 2- ANCHORS SHALL BE 3" X 3" 7 GAUGE STEEL. 3- CONNECTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. HEET 3 OF 3 SHEET 3 OF 3 11110.011 1110 . o 1 v 44$ MCIQ 4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS m z y 000 H s O U O H Z �= D STOP/SLOW PADDLE FLAGGER AND PADDLE PLACEMENT o� N x z x0 Z D m BORDER AREA H U Q WO = .. =OOP -z Hy a r m BOpOER �? H- x Z W �D O Ox D � � 1 V �0— U�cc edIp 6GNTOELEVATEDT'RDNROUNDOTTOM 18" � OF SIBX ZE STOP:SLOW: mLEGED-WHITEPEFLECiO11I2EDLEGND-&ACKREFLECTORIZED 69x0ER-MHSTExEFLECTONIZEO6ONDERAREA-BLACKREFLECTORlZEO BACKGROUND-PEDREFLECTORIZEOB4CKCROUND-ORANGEREFLECTORI2EDp�yy-----------------------------'O r TRAVEL LANESHLL I"1 SHOULDER 67 N V) NOTE: FOR OPEMTI ONS THAT ARE RESTPICTEO FROM DISK TO DAWN ONLY, POINT Z W x WE REFLECTOpIZEO LEGENDS, BIDDERS AND BACKGROUNDS. H -I r z p W m� 0 00 <z z N D (i O C3 ZGENERAL NOTES = J O 1- USE HAND SIGNALING DEVICES SUCH AS STOP -SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. U � H USE STOP -SLOW PADDLES AS THE PRIMARY DEVICE. J TI gg O 2- FABRICATE STOP -SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL. Z � PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND Lu LEVEL. 3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION (REFER TO STD. 1101.11 SHEET 2). 4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS. 5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HEET 1 OF 1 SHEET 1 OF 1 11150.011 6- ALL FLAGGERS MUST BE CERTIFIED BY AN NCDOT APPROVED SOURCE. 11150.011 SEE S v z m v M � 9PECIFICATION3 � Q 1G-1 • Z FOR APPROVED SIGN %g" HEX HEAD HOT DIPPED Q SUBSIWpTE MATERI PL. Q F D HU -N O y GALVANIZED STEEL AND HARDWARE Z� 1110 ~00 mm� SIGN FACE Cn LLOJOd=Z "Z__1=> LATERAL CLEARANCE: C Z - _ � Z >M CURB & GUTTER W Q W x HU�O(,D V �' CURB 8 GUTTER U O SECTIONa�.THDUT Q = O NYLON WASHER "U" CHANNEL POST W z ,� -o r Ti RDML = 6' MIN. 7 uAeaN=z'xIN. 31B" O.D. �B" I. CnHWOJ C) _ � Z /g ' THICK, REQUIRED � O C j Q� � D FOR ENCAPSULATED LOCKWASHER Z h � Lu CA > PAVED SHOULDER LENS SHEETING SIGNS. NUT N )- H H , RURAL B' MIN. T d ZURBAN - 2' MIN. � 1 0 p WITH PAVED SHOULDER T RURAL 6' tlIN. E .0. P . URBAN = z' MIN. ASSEMBLY DETAIL � � U ELEYpTION C Y� TD BOTTox Z ' m 1' LESS THAN OF SIGH T' MIN. ,R.� Q Z MAIN SIGN � v Q Z N O xelcxr OLL '••' W oOHr-L yJ = Z U PAVED -SHOULDER Z W m D = TRAVELWAY 1•"1 Z J 1-1 ¢ D�Nw D 36" - 42" p F O D EYBEOMEM � Q 36" - 42" � w,. J r � � EMBEDMENT Q O D7Cv "L p3aS z v Q D O > GENERAL NOTES U rz,.., =Qw O Im Z 1- DIMENSIONS SHOWN ARE MINIMUM VALUES. WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL (n Z x r L;7 DEVICES SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS THAT DETRACT FROM THEIR VISIBILITY, L --I O �, m N T MOUNT THE SIGNS AT AN APPROPRIATE HEIGHT SUCH THAT THEY ARE CLEARLY VISIBLE TO � (••( z D 1••LARGER 10 OR MORE 4 O APPROACHING TRAFFIC. Z F• N � N � 2 SIGNS THAT FEET IN ORTESYSNEMSOMAY SUPPORTLARGERAREAS w N O ON A SINGLE SUPPORT. FOLLOW MANUFACTURER'S RECOMMENDATIONS. THESE SYSTEMS SHALL BE O m NCHRP 350 COMPLIANT AND NGDOT APPROVED. 3- SEE STANDARD SPECIFICATION 1089-1 FOR WORK ZONE SIGNS. 4- SEE STANDARD SPECIFICATION 1089-2 FOR WORK ZONE SIGN SUPPORTS. HEFT 1 OF 3 5- SEE ROADWAY STANDARD DRAWING 903.20 FOR WOOD POSTS. SHEET 1 OF 3 11110.01 6- SEE STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS. 1110 . 0 1 MAYBROOK DRIVE EXTENSION TRAFFIC CONTROL DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. Th is specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES PERMIT # DATE: AUGUST 2016 MCE PRO). # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PRO). MGR. CLW DEPARTMENT M&C FILE NUMBER SCALE (;29 HORIZONTAL: DRAWING NUMBER NTS VERTICAL: C30 NA STATS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 1 MAYBROOK DRIVE EXTENSION TRAFFIC CONTROL DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. Th is specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES PERMIT # DATE: AUGUST 2016 MCE PRO). # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PRO). MGR. CLW DEPARTMENT M&C FILE NUMBER SCALE (;29 HORIZONTAL: DRAWING NUMBER NTS VERTICAL: C30 NA STATS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION MAYBROOK DRIVE EXTENSION TRAFFIC CONTROL DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. Th is specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES PERMIT # DATE: AUGUST 2016 MCE PRO). # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PRO). MGR. CLW DEPARTMENT M&C FILE NUMBER SCALE (;29 HORIZONTAL: DRAWING NUMBER NTS VERTICAL: C30 NA STATS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION DEPARTMENT M&C FILE NUMBER SCALE (;29 HORIZONTAL: DRAWING NUMBER NTS VERTICAL: C30 NA STATS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION STATS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION (15 cm) W '111�IIII�ID a of W � 0 OLu LU ¢U'Q F w W 7 z m n W a f- Z a\ ✓��`%� IIIII ,tf—feT e 1 1■,°I HULLED COMMON 25 LBS/ACRE =�w~ Z BERMUDAGRASS 1� �.1 ZOafO W W0UW OQILd❑ 125 LBS/ACRE ;V Wo TALL FESCUE AND 00 ULLI N in W w �1 JULY 1 — AUG 15 OR (BROWNTOP MILLET); 1 low SORGHUM—SUDAN 30 LBS/ACRE 1 H~ ��U w W 0 C7 DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER ....�/i��i•�1 FESCUE MAY BE SHADED OUT. r=5810 rove vn r=5 810411 ♦11180441 .88S' Z)W O ■�♦1•� �•�•�•�♦�• •x•1.0, ------1®1111®If. WW0 u) LIJ L� _j00¢0HQ��m ¢of0 Ulm cn¢LL2iO O �o0(n(n - (\I (h Z SERICEA LESPEDEZA (SERICEA LESPEDEZA); SEPT 1 — MAR 1 (UNHULLED) AND 35 LBS/ACRE (TALL TALL FESCUE: FESCUE); NOV 1 — MAR 15 AND ABRUZZI RYE 25 LBS/ACRE *** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAYBE SHADED OUT. II, ill I— — — } G_ ly m X of CL �2 I—W pw'04 �N wa =III ❑ LLL(n OWIW. 04 04.11 0404C 0-00 54-W-4 04 04 04 N0WO W J10114 511014 1 07101 (n J W 01102 60 Z EL W WLW °L U U m O W ('i LL ~ U Q L J W W !LU LL W U J a a z W- cn � z U H J LL 0 -In W W ❑=1- LL J LU U W = LouQ LU H I F U / H j ¢ O C7 �t=F W MENJOOOxs w - w -W Wm _ a ~ VU(n W a o moo 9Z ZW LL LL Q U)MEN W W z�w U W ❑ 0,E I TMEN 0 z ❑viz J F QLLO _ � UZC7 NONE (n LL UWZ vi �Oz2z ❑ ❑ z 11014 W O W J z W W J III ;f*,f4 IRS LL W (n (n LL 64N 04 10430. Z N M 11 81184141004 10184 1801 LLMEMO r U Q IIIII U O -o III' W L17 (D W o Q = W z_W Z J O O Z W c1J U U W Z Q w CITY OF RALEIGH Z 11 PUBLIC WORKS DEPARTMENT W LL ZREVISIONS DATE: 911113 NOT TO SCALE W STANDARD TEMPORARY (SEDIMENT/SILT) FENCE SW -20.01 (15 cm) W '111�IIII�ID a of W � 0 OLu 300 LBS/ACRE F w W 7 z m n W a f- Z a\ ✓��`%� IIIII ,tf—feT e 1 1■,°I HULLED COMMON 25 LBS/ACRE =�w~ Z BERMUDAGRASS 1� �.1 ZOafO W W0UW OQILd❑ 125 LBS/ACRE ;V Wo TALL FESCUE AND • i� • • 1■■, BROWNTOP MILLET �1 JULY 1 — AUG 15 OR (BROWNTOP MILLET); 1 low SORGHUM—SUDAN 30 LBS/ACRE 1 HYBRIDS*** (SORGHUM—SUDAN) ONE ,��-1 ♦84 DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER ....�/i��i•�1 FESCUE MAY BE SHADED OUT. r=5810 rove vn r=5 810411 ♦11180441 .88S' Z)W O ■�♦1•� �•�•�•�♦�• •x•1.0, ------1®1111®If. WW0 'llI�IIII� _j00¢0HQ��m ¢of0 Ulm cn¢LL2iO O �o0(n(n - (\I (h Z SERICEA LESPEDEZA (SERICEA LESPEDEZA); SEPT 1 — MAR 1 (UNHULLED) AND (15 cm) ������•Wpl�O. W '111�IIII�ID a of W � 0 OLu 300 LBS/ACRE F w W 7 z m n W a f- Z a\ ✓��`%� IIIII ������•Wpl�O. FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) '111�IIII�ID W W L °_ Z O H U W �►- -,6W5 X450040,043 R�113. 011►�0 111►'��'������' i�6MOO '���MN, 300 LBS/ACRE ..��,*,R��,.�1, NONINCA TALL FESCUE & 300 LBS/ACRE M �� Ts n MAR 1 — APR 15 ,tf—feT e 1 1■,°I HULLED COMMON 25 LBS/ACRE =�w~ Z BERMUDAGRASS mzW ZOafO W W0UW OQILd❑ 125 LBS/ACRE ;V Wo TALL FESCUE AND (TALL FESCUE); • • 1■■, BROWNTOP MILLET 35 LBS ACRE / JULY 1 — AUG 15 OR (BROWNTOP MILLET); 1 low SORGHUM—SUDAN 30 LBS/ACRE O 22' UL1 HYBRIDS*** (SORGHUM—SUDAN) ONE ,��-1 ♦84 DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER ....�/i��i•�1 FESCUE MAY BE SHADED OUT. r=5810 rove vn r=5 810411 ♦11180441 .88S' Z)W O ■�♦1•� �•�•�•�♦�• •x•1.0, ------1®1111®If. WW0 'llI�IIII� :1 U F 0 '.0 z m Q K LL U W � O Q Z ] J U 7 z L r 0 w7~m a � o 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECPS EXTENDED BEYOND THE UP—SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECPS BACK OVER SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECPS. 3. ROLL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY (FOR SLOPES LESS THAN 3:1) ACROSS THE SLOPE. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM T", STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" —5" (5 CM —12.5 CM) OVERLAP DEPENDING ON RECP'S TYPE. 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'S WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECPS. TEMPORARY STABILIZATION FOR SLOPES GREATER THAN 10 FEET NTS SEAL I REV.NO. W Z LL w > W O U) } J z O z O H 0 W H O Of CL W W of I- 0 LL ui I- O z CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 NOT TO SCALE STANDARD TREE PROTECTION DETAIL SW -20.03 SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) o Z 0 U) W W L °_ Z O H U W PLANTING RATE W O z a o W W C7 Z Z 300 LBS/ACRE — NOV 1 MAR 1 TALL FESCUE & 300 LBS/ACRE �z= Q �� Ts n MAR 1 — APR 15 ,tf—feT e AUG 15 — JUNE 30 HULLED COMMON } J z O z O H 0 W H O Of CL W W of I- 0 LL ui I- O z CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 9/1/13 NOT TO SCALE STANDARD TREE PROTECTION DETAIL SW -20.03 SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) DATES TYPE PLANTING RATE AUG 15 — NOV 1 TALL FESCUE 300 LBS/ACRE — NOV 1 MAR 1 TALL FESCUE & 300 LBS/ACRE �z= Q ABRUZZI RYE MAR 1 — APR 15 TALL FESCUE 300 LBS/ACRE AUG 15 — JUNE 30 HULLED COMMON 25 LBS/ACRE =�w~ Z BERMUDAGRASS mzW ZOafO W W0UW OQILd❑ 125 LBS/ACRE ;V Wo TALL FESCUE AND (TALL FESCUE); �0ao OWO� W ~C) BROWNTOP MILLET 35 LBS ACRE / JULY 1 — AUG 15 OR (BROWNTOP MILLET); J Q Q W W SORGHUM—SUDAN 30 LBS/ACRE O 22' UL1 HYBRIDS*** (SORGHUM—SUDAN) *** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12 IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT. v v M CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com z iY W a W ❑ W Z O Q U W U ^W LL U) Z O H U r U) Z O U O°O° C°O °00 0 o oO� 00Od 0 o0O0 00 0W0 poo °00 0 oo�� ,, O o 0qq0o p° o gq ° �o oo 0 00° ^ o w 0 °� ❑Q ❑❑ o00 0 CIS (V 0 ca 0W000 LU > o �° q, 0 0 �0& 0 0 0 I LLI o Q Q dJ �o 0 0 0 (n 00ooh ° N ° ��Q o ° ° ° 'UoO 00000 000 0 0 0 0 CPO 0- ❑ V p 0O p o0 ❑0❑ ❑ OO"'o El ° ooFo El 0000 0oS0 0 0 0 0 on o g� cep 66 0° o ° �o00° ° 0 goo 000 OO O08 0 0 0 090 p ° X80 008 ° ° 0 000(0(0 0 °CO° 0 0 8 ),0:, 0�0 8O°CD°VV 0 o goo0 0 00 0 SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) DATES p 2F 0 W PLANTING RATE EJB, TJJ WW 0<O-z<¢d081= SHK, BRL W o 0 �x ~OQw¢JOw00 ¢m <J �z= Q 00-0 �� ��Illl-Y WO�� a¢wi ��¢ IL Off¢ 0 0 O W U_ 0J m 0 O a� W J > a W 3: = I- n (n 0~ �O�Lum�>I-❑ OOH =�w~ Z w�Dx0�0"f'D mzW ZOafO W W0UW OQILd❑ 0W < ;V Wo C)Dz-0�=�O c�20 ���(n0 Ud0 w0� �0ao OWO� W ~C) m0HpO2�Q� CO�p�����`Y woo O QUO �z2 00 �w �z7z� O W m? z O Q N 2 N O J Q Q W W O O U~~ > Z H Z O 22' UL1 Z U OJW I-ZUOOC7QZ LL Q O 00 Od0H D m p W Q W Q d m d J d W ZQ H W m W(AC�UdC7 C,m0 0HZWz��W(�� Z)W O W W mmCQ 0 m0z >_ ozO0 WW0 0 _j00¢0HQ��m ¢of0 Ulm cn¢LL2iO O �o0(n(n - (\I (h Z SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1) DATES TYPE PLANTING RATE EJB, TJJ SERICEA LESPEDEZA SHK, BRL MAR 1 — JUN 1 (SCARIFIED) AND USE 50 LBS/ACRE O THE FOLLOWING iD ❑� W O COMBINATIONS: Q MAR 1 — APR 15 TALL FESCUE 120 LBS/ACRE MAR 1 —JUNE 15 OR ADD WEEPING 10 LBS/ACRE 0 C)f LOVEGRASS OR ADD HULLED MAR 1 — JUNE 30 COMMON 25 LBS/ACRE z BERMUDAGRASS W 120 LBS/ACRE TALL FESCUE AND (TALL FESCUE); BROWNTOP MILLET 35 LBS/ACRE JUNE 1 — SEPT 1 OR (BROWNTOP MILLET); SORGHUM—SUDAN 30 LBS/ACRE HYBRIDS*** (SORGHUM—SUDAN) 70 LBS/ACRE SERICEA LESPEDEZA (SERICEA LESPEDEZA); SEPT 1 — MAR 1 (UNHULLED) AND 35 LBS/ACRE (TALL TALL FESCUE: FESCUE); NOV 1 — MAR 15 AND ABRUZZI RYE 25 LBS/ACRE *** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAYBE SHADED OUT. SEEDBED PREPARATION NTS (D U MCE PROD. # z z EJB, TJJ U SHK, BRL 0_ LL Z z LL Z O W iD ❑� W O W Q Q w U IL E2 3 Z) Q LL 0 C)f W W J m LL Ll— z W W rr U W Of ❑ *00 - 4OoV°aO Qe�V II— I z II I= 11111 W -_ 2 II, } G_ =11111 X of CL �2 I—W �N wa =III ❑ 0 U (If I..L W J Z 0 0 J Uj rL.f_ v Z U �0 W 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5. CONTINUE TILLAGE UNTIL A WELL — PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. * APPLY: AGRICULTURAL LIMESTONE — 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS FERTILIZER — 1000 LBS/ACRE (10-10-10) SUPERPHOSPHATE — 500 LBS/ACRE (20%) MULCH — 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR — ASPHALT EMULSION AT 300 GAL./ACRE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS z z O w 2 0 a a J O a m N O w x Z LL J F ❑ J Qu) W = _ LL m F L O F j � O D m = H 2 L 1- i W > Z O LL wW � 0L 0 A. BURY THE TOP END OF THE STRIPS IN A TRENCH 4 INCHES OR MORE IN DEPTH. W > z O I- U W U w m = F W LLL Q U U W z W ❑ > 3:z W z Lo it O LL O❑ W W = J ¢ z 0 d U MCE PROD. # z DRAWN EJB, TJJ U SHK, BRL CK 00 ❑w LL Z z LL Z O 0�❑ iD ❑� W O W Q (D w U IL E2 O Z) Q LL 0 C)f W J m LL Ll— CITY OF RALEIGH PUBLIC WORKS DEPARTMENT REVISIONS DATE: 111112012 DRAWN BY: WDP WDP 10-9-2012 STANDARD SILT FENCE OUTLET SW -20.24 v,n=11- ' 1 1 • •C i�i,��ei,f�ei,f�ei,i'�piGpi�i ---------- ";,m, --- i 'ei� ei' moi.. s`'�i'�t �:'.'i'��i'�ei'�t'i'��% • ei ei e ��;.'��t;.'�G`i'�'o%�'eii��?r ei,'�I�S,'�?ieq•�OS!%i'e°','S'�i�o. 1 • • ,;'�,e;'�?';'��e;'�t%$� ��.��ei'�ee�•1' '�`i•��i �,�ei!��oiti,'�.�Y�:��r/i,'��? �:II-'ei i!:�¢%i!q%i!�Oi'i %' �••' �,�ti��� ";,m, 1=11=.11 i eiei eiei ��ei eioi eiei oiei ei,� ��ei eiei ��� 1=11=II- di,•i'e�ei epi'oi,f'ei,�'t,.�?i,�4i,.�'�i,$'ei,�?i II:1_I1111TII ii`�p` \� ei,�e%i �'� �'ei'��i,'��i ��ti'��i��e� • • ' 1 • ' • LINER INSTALLATION IN DITCHES NTS III Wks -1 I 1:111 � ��������t����������1 ��lq6 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: AUGUST 2016 MCE PROD. # 0592-0046 DRAWN EJB, TJJ DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. CLW ATU S: SCALE HORIZONTAL: NA VERTICAL: NA FINAL DESIGN M&C FILE NUMBER C31 DRAWING NUMBER C31 REVISION 0 I 00 66"0 FRP 0 I r� I 0 i� 8" 4.M1 12" DIP VENT F ---------- BOX--- — —� � � I _Ck�V I I PRECAST SIPHON I 36"4 DIP OUTLET I I BOX 13'-8"x10'-0" N I II TICaLL Ir v, d (� BOX 48"x48" ALUMINUM HATCH I L— — — — — — — — — — — — 10'-0" 1 - TOP PLAN 1/4"=V-0" 20"O DIP I r I 48"SDI P I I _j I I � rri I 18 4.M1 4.M1 48"x48" ALUMINUM HATCH EXISTING GRADE EL 196.8'± RUBBER BOOT (TYP.) 766"0 FRP II 12" DIP VENT 0 _I PRECAST SIPHON OUTLET BOX 13'-8"x10'-0" 8" (TYP.) 1/4" GALV. BIRD/INSECT SCREEN CONNECTED WITH FLANGE RING OL TOP EL 200.13 If EXISTING GRADE EL 196.8'± 48"0 D I P 36"O DIP II INV EL 187.20 INV EL 186.14 20"0 DIP INV EL 186.39 SEE PLAN FOR GROUT SLOPES f T SLAB ;.Y EL 184.13 TOP EL 200.13 `3. PRECAST SIPHON EXISTING GRADE EL 196.8± OUTLET EXISTING GRADE EL 196.8± T i BOX 13'-8"x10'-0" 8" (TYP.) 8" COMPACTED ABC COMPACTED SUBGRADE 1'-0" (TYP.) INV EL 186.14 0 8" COMPACTED ABC COMPACTED SUBGRADE BOX _ GROUT I 3 SECTION 4 - SECTION S� EL: 186.64 1/4"=l'-0" 1/4"=1'-0" GROUT I 36"0 DIP ..''-:EL:186.39` I N -77ITI FLAT 20"ODIP 66 0 FRP I N;' � BOX Z SECTION @ EL 186.147 I_ GROUT I 48"0 DIP EL: 187.20 GROUT EL: 187.47 I L— — — — — — — — — — — — 8" 101-011 8" 2 - BOTTOM PLAN 1/4"=V-0" LREVISIOA 4.M1 SEAL CAJI�"'/ ........... 0i fr,,r t`'�,}`�' LAT�;tti� v v McIOW&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn �OFRACITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��, °••a••" o SANITARY SEWER y C IMPROVEMENTS MECHANICAL SIPHON OUTLET STRUCTURE PLAN AND SECTIONS INV EL 187.20 INV EL 186.14 1'-0" (TYP.) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL 00 CLW, JSL PROJ. MGR. BRL 8" COMPACTED ABC COMPACTED SUBGRADE BOX _ GROUT I 3 SECTION 4 - SECTION S� EL: 186.64 1/4"=l'-0" 1/4"=1'-0" GROUT I 36"0 DIP ..''-:EL:186.39` I N -77ITI FLAT 20"ODIP 66 0 FRP I N;' � BOX Z SECTION @ EL 186.147 I_ GROUT I 48"0 DIP EL: 187.20 GROUT EL: 187.47 I L— — — — — — — — — — — — 8" 101-011 8" 2 - BOTTOM PLAN 1/4"=V-0" LREVISIOA 4.M1 SEAL CAJI�"'/ ........... 0i fr,,r t`'�,}`�' LAT�;tti� v v McIOW&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn �OFRACITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��, °••a••" o SANITARY SEWER y C IMPROVEMENTS MECHANICAL SIPHON OUTLET STRUCTURE PLAN AND SECTIONS INV EL 187.20 INV EL 186.14 1'-0" (TYP.) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL 000"T I HORIZONTAL: AS NOTED VERTICAL: NA M&C FILE NUMBER M1 DRAWING NUMBER M1 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON F `0 m -o w a rn m 0 N Cq N O N I 0 36"0 DIP 20"0 DIP 48"0 DIP :2 U --- N1-5 I N 4.M2 12" DIP VENT -- ------------ BOX —4 PRECAST I I SIPHON INLET BOX 13'-8"x10'-0" I I i 48"x48" ALUMINUM HATCH I I I Lf 8 8 I I CD I NII 0592-0046 ----------- ------------ 10'-0" 4.M2 4.M2 I Fr7 4.M2 1 - TOP PLAN 1/4"=V-0" 66"0 FRP 0 I I CD I NII 0592-0046 DRAWN � DESIGNED J 8" 2 - BOTTOM PLAN 1/4"=V-0" DESCRIP11ONS LREVISIONSJ SEAL 0 E.., CARSEAL 4 - rf-11144 LAT 1/4" GALV. BIRD/INSECT SCREEN CONNECTED WITH FLANGE RING TOP EL 202.10 EXISTING GRADE EL 198.0± -12" DIP VENT 0 I 8" (TYP.) PRECAST SIPHON INLET BOX 13'-8"x10'-0" 4 48"x48" ALUMINUM HATCH I EXISTING GRADE EL 198.0± ::Z 48"0 DIP =; WEIR #2 EL 190.69 INV EL=188.10 36"0 DIP INV EL 188.77 — — — — WEIR 1 EL 189.15 (BEYOND) f INV EL 187.23 20"0 DIP ;' SEE PLAN FOR GROUT SLOPES INV EL 187.48 T/SLAB EL 186.10 8" COMPACTED ABC COMPACTED SUBGRADE 3 - SECTION 1/4"=V-0" RUBBER BOOT (TYP.) v v MCKM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 66"0 FRP �OFRA<t� CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��. °•'••" o �� SANITARY SEWER y caR IMPROVEMENTS TOP EL 202.10 8" (TYP.) PRECAST SIPHON EXISTING GRADE EL 198.0± INLET BOX EXISTING GRADE EL 198.0± 13' - 8"x10'-0" f 6 : 0 W =' 6„ a - V -10" (TYP.) �j \ ` 8" COMPACTED ABC COMPACTED SUBGRADE 4 - SECTION 1/4"=V-0" MECHANICAL SIPHON INLET STRUCTURE PLANS AND SECTIONS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL HORIZONTAL: AS NOTED VERTICAL: NA M&C FILE NUMBER M2 DRAWING NUMBER M2 TATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON 15'-0" I 11'-5 7/16" SEAL DESCRIP11ONS IREVIISIONS 1 - LAYOUT PLAN o, 1/4"=V-0" 'PTti v v MCKIN4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn -ING —IN—PLACE -IOLE RING AND R 0 T N mot, o L2 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS NOTES: 1. EXISTING STRUCTURES, PIPING, EQUIPMENT AND APPURTENANCES ARE SHOWN ARE FOR REFERENCE ONLY. CONTRCTOR SHALL VERIFY FIELD CONDITIONS. 2. REPAIR EXISTING STRUCTURES. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION. MECHANICAL EXISTING STRUCTURES JUNCTION BOX #1 & #2 AND SIPHON BOX #1 & #2 OVERALL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING _ FIRE URBAN FORESTRY_ SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROD. MGR. BRL SCALE r M&C FILE NUMBER HORIZONTAL: AS NOTED VERTICAL: NA DRAWING NUMBER STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON CV I r C, DESCRIPTIONS REVISIONS 1 -PLAN 'Qrti / SEAL 1111111111110,/ SEAL N ... o tssio „v�-- 4 L A T 1NQ v v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 2 - SECTION 1 /4"=1'-0" NOTES: 1. EXISTING STRUCTURES, PIPING, EQUIPMENT AND APPURTENANCES ARE SHOWN ARE FOR REFERENCE ONLY. CONTRCTOR SHALL VERIFY FIELD CONDITIONS. 2. REPAIR EXISTING STRUCTURES. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION. MECHANICAL EXISTING JUNCTION BOX #1 PLAN AND SECTION CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY_ SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # F DATE: -1114 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C M4 FILE NUMBER HORIZONTAL: AS NOTED VERTICAL: NA DRAWING NUMBER AEI STATUS: FINAL DESIGN REVISION ft NOT FOR CONSTRUCTION 11'-4" 2.M5 0- 0 CD Z Cn X W 1 EXISTING JJJJJ JJJJJ JJJJJ JJJJJ 1 JUNCTION JJJ BOX #2 EXISTING I 72" RCP 1 I I � _ I � 1 I I EXIST. 72"x72" SLIDE GATE, TYP I I ---I —J 1 EXISTING 1 72" RCP I EXISTING CAST -IN-PLACE MANHOLE RING AND COVER 1- PLAN - JUNCTION BOX #2 tilo, 1/4"=V-0" Rrti 5.M5 EXIST. 7 RCP 1 )1-1 n" 2 - SECTION - JUNCTION BOX #2 1/4"=V-0" 12" DIP VENT ALUMINUM HATCH--\ 8" JLVI L VI\VV I I V IIV VLI\ 1 J fy Q w J U 1 A „ 8" 10'-0" 8" 0592-0046 DRAWN ALUMINUM HANDRAIL DESIGNED SHK, BRL CHECKED CLW, JSL PROD. MGR. BRL CAST -IN -P MANHOLE F AND COVER PRECAST 11 JUNCTION E ALUMINUM LADDER EXISTING GRADE BBER BOOT, TYP. EXISTING EXISTING 66" RCP EXIST. 72" RCP I INV EL 3. INV.= 174.3 3 - SECTION 1/4"=V-0" NOTES: LACE ING )'X12' OX RADE TOP EL=188.87,JlII,I I 1 JJJJJJJJJJ - - JJJJJJJJJJ 1. EXISTING STRUCTURES, PIPING, EQUIPMENT AND APPURTENANCES ARE SHOWN ARE FOR REFERENCE JJJJJJJJJJ JJJJJ_ I iii J_ I 1 1 I PRECAST 10'x20' 1/4" GALV. BIRD/INSECT ONLY. CONTRCTOR SHALL VERIFY FIELD CONDITIONS. 1 EXIST. VENT, JJJ INLET STRUCTURE SCREEN CONNECTED WITH jll:dJJEXISTING FLANGE RING 2. REPAIR EXISTING STRUCTURES. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION. TYP. JJJJJJJ 1 JJJJ�JJJ SIPHON JJJJJJJ y BOX #2 1'-0" EXIST. I EXISTING GRADE EL 11 EXISTING 1 MANHOLE RING AND EXIST. 48"x 48" RUBBER BOOT, 1 COVER ALUM. DOUBLE EXISTING GRADE 1 EXISTING DOOR HATCH EL 180.0 TYP. JJJJJ SIPHON CONCURRENT REVIEW APPROVAL JJJJJ BOX #2 CONCRETE 1 2 1 — — — — CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION � 1/2" EXPANSION I ENCASEMENT JOINT MATERIAL AT I I Plans for the proposed use have been reviewed for general 2'-0" FACE OF WALL I I compliance with applicable codes. This limited review, and MAX I authorization for construction is not to be considered to represent 172"0 RCP total compliance with all legal requirements for development and 11 1/4' END — construction. The property owner, design consultants, and contractors IT are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, w I INV EL=173.49I I nor shall it be construed to permit any violation of City, State or - 1 Federal Law. All Construction must be in accordance with all Local, J 1 36 0 1 INV EL 173.00 1 1 State, and Federal Rules and Regulations. _14TRANSPORTATION SERVICES I PUBLIC UTILITIES o_ EL=171.50 STORMWATER PLANNING ZONING I+ 8" COMPACTED ABC FIRE 0 COMPACTED SUBGRADE URBAN FORESTRY SITE ACCESSIBILITY 4 PLAN - SIPHON BOX #2 o, 1/4"=V-0" �rti SEAL DESCRIP11ONS LREVISIONSJ 5 - SECTION - SIPHON BOX #2 1/4"=V-0" v v MCK M & C M E D 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn hof R,44 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK �O°��. °• ••" o SANITARY SEWER y C IMPROVEMENTS MECHANICAL EXISTING JUNCTION BOX #2 &SIPHON BOX #2 PLANS AND SECTIONS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROD. MGR. BRL 000"T I HORIZONTAL: AS NOTED VERTICAL: NA M&C FILE NUMBER M5 DRAWING NUMBER M5 >TATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON 4'-0" 30'-0" (CASING PIPE EXTENSION) [ TYP. ] E.O. C.I.P. REINF. CONC. FTG. (REF. NOTE 5) [ TYP. ] 30'-0" 3.S1 (TYP.) 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" i n' -n" PIER & FTG. i E.O. C.I.P. REINF. CONC. FTG. (TYP.) E.O. C.I.P. REINF. CONC. PIER (TYP.) PIER & FTG. 1" CHAMFER ® ALL EXPOSED VERT. & HORZ. SURFACES (TYP. EA. PIER) 2 - DETAIL - TYP. PIER / FTG. PLAN SCALE: 3/16"=1'-0" SEAL 1 - PLAN - AERIAL SANITARY SEWER PIPE SUPPORTS SCALE: 1/16"=l' -O" ,�l�l++l7llrlrllrr� Y i SEAL 024995 rfl°++1111111i1++�k1�n /, +I C I c ;TL. ANCHOR BOLT (GALV'D) JG PIPE [TYP.] IER PIPE PIPES & PIER REINF. CONC. PIER (TYP.) ID VVIUL �.S. STRAP / NEOPRENE PAD ASSEMBLY (TYP.) 4 - DETAIL - TYP. CASING PIPE / PIER CONNECTION SCALE: 1/4"=V-0" v v MCM4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 84"0 STL. CASING PIPE (REF. NOTE 2) [GALV'D] STL. CASING PIPE CLOSURE PL ASSEMBLY (TYP. EA. E.O. PIPE) PIPE, PIER & FTG. 72"0 FRP CARRIER PIPE (REF. NOTE 3) CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS N rn 1 0 I �n 0 I N -j 3.. J � 0 m - -1d (TYF TIE DWL. HOOKS TO BTM. REINF. (TYP.) AERIAL PIPE SUPPORTS PLAN NOTES: 1. REFERENCE ELEVATION FOR THE VARIOUS AERIAL PIPE SUPPORT ASSEMBLIES IS THE T.O. CONCRETE FOOTING. THE PIPE SUPPORT ASSEMBLIES T.O. CONC. FTG. EL=0'-0". FIELD COORDINATE THE EQUIVALENT VERTICAL DATUM/SUBGRADE ELEVATIONS BASED UPON T.O. CONC. FTG. ELEVATIONS PROVIDED, PIPE SLOPE & PIPE SUPPORT PIER HEIGHT REQUIREMENTS. CORRESPONDING SUBGRADE ELEVATIONS BASED UPON N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR ADDITIONAL INFORMATION. 2. STEEL CASING PIPE SECTION IS 84" OUTSIDE DIA. & �" THK. IN CONFORMANCE w/ ASTM A572, GRADE 42 STEEL (Fy = 42 KSI). 3. REFERENCE CIVIL DWG.'s & PROJECT SPECIFICATIONS FOR ADD'L FRP PIPE MATERIAL, FABRICATION & INSTALLATION REQUIREMENTS. 4. COORDINATE SUBGRADE PREPARATION w/ THE REQUIREMENTS OF THE PROJECT GEOTECH REPORT. FOOTING DIMENSIONS BASED UPON 1,000 PSF ALLOWABLE BEARING PRESSURE IN ACCORDANCE w/ THE REQUIREMENTS OF THE PROJECT GEOTECH REPORT. 5. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL MATERIAL SPECIFICATIONS, FABRICATION & INSTALLATION REQUIREMENTS. PIER, PIPE & FTG. BELOW 84"0 STL. CASING PIPE (CARRIER PIPE NOT SHOWN FOR CLARITY) (2) 3" WIDE x THK. S.S. STRAPS w/ 2j" WIDE x4" THK. NEOPRENE PADS ADHERED TO STRAP PIPE (2) #5 BENT BARS ASSEMBLIES STD. 90' �(N.S. & F.S. PIER) HOOK �Ktr. FLAN) 3 - SECTION - TYP. PIER / FTG. SCALE: 1/4"=l' -O" 72" SANITARY SEWER AERIAL PIPE SUPPORT h V-6" WIDE x J" THK NEOPRENE PAD #8 DWL.'s w/ STD. 90' HOOKS SPA. 8" O.C. (N.S. & F.S. PIER) T.O. CONC. FTG. EL 0'-0" (VARIES) EL 174.23' (MIN.) EL 174.37' (MAX.) [REF. PLAN] #8 REINF. BARS SPA. @ 9" O.C. EA. WAY (T&B) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL N N N N 17 M M d -t -q- C.I.P. REINF. CONC. N C.I.P. .. Ln `. oo `. v r\ O ra PIER & FTG. PIPE +Icy +Icy +Icy +I�_ +IC_ +Icy_ +Icy +I0 O SUPPT. ASSEMBLY Z= O 00 Z= O 00 Z= 00 Z- 00 Z- 00 Z- N 00 Z= N 00 Z-- 0 0 1 (TYP. 8 PLCS.) ° U -I ° o 41 U -I ° o � U I ° o -- U I ° o 41 U I ° o -- U I ° o -� U I ° o � U I o [REF. DETAIL 2. S1 ] �' o f U' o -j �' o f �' 0 J V' 0 J �' 0 J U' 0-j �' 0 J c� �Ld cj �Ld c� VLSI c� �w c� �Li c� �Li c ->j F-�Li c-0 F-�Li i n' -n" PIER & FTG. i E.O. C.I.P. REINF. CONC. FTG. (TYP.) E.O. C.I.P. REINF. CONC. PIER (TYP.) PIER & FTG. 1" CHAMFER ® ALL EXPOSED VERT. & HORZ. SURFACES (TYP. EA. PIER) 2 - DETAIL - TYP. PIER / FTG. PLAN SCALE: 3/16"=1'-0" SEAL 1 - PLAN - AERIAL SANITARY SEWER PIPE SUPPORTS SCALE: 1/16"=l' -O" ,�l�l++l7llrlrllrr� Y i SEAL 024995 rfl°++1111111i1++�k1�n /, +I C I c ;TL. ANCHOR BOLT (GALV'D) JG PIPE [TYP.] IER PIPE PIPES & PIER REINF. CONC. PIER (TYP.) ID VVIUL �.S. STRAP / NEOPRENE PAD ASSEMBLY (TYP.) 4 - DETAIL - TYP. CASING PIPE / PIER CONNECTION SCALE: 1/4"=V-0" v v MCM4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 84"0 STL. CASING PIPE (REF. NOTE 2) [GALV'D] STL. CASING PIPE CLOSURE PL ASSEMBLY (TYP. EA. E.O. PIPE) PIPE, PIER & FTG. 72"0 FRP CARRIER PIPE (REF. NOTE 3) CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS N rn 1 0 I �n 0 I N -j 3.. J � 0 m - -1d (TYF TIE DWL. HOOKS TO BTM. REINF. (TYP.) AERIAL PIPE SUPPORTS PLAN NOTES: 1. REFERENCE ELEVATION FOR THE VARIOUS AERIAL PIPE SUPPORT ASSEMBLIES IS THE T.O. CONCRETE FOOTING. THE PIPE SUPPORT ASSEMBLIES T.O. CONC. FTG. EL=0'-0". FIELD COORDINATE THE EQUIVALENT VERTICAL DATUM/SUBGRADE ELEVATIONS BASED UPON T.O. CONC. FTG. ELEVATIONS PROVIDED, PIPE SLOPE & PIPE SUPPORT PIER HEIGHT REQUIREMENTS. CORRESPONDING SUBGRADE ELEVATIONS BASED UPON N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR ADDITIONAL INFORMATION. 2. STEEL CASING PIPE SECTION IS 84" OUTSIDE DIA. & �" THK. IN CONFORMANCE w/ ASTM A572, GRADE 42 STEEL (Fy = 42 KSI). 3. REFERENCE CIVIL DWG.'s & PROJECT SPECIFICATIONS FOR ADD'L FRP PIPE MATERIAL, FABRICATION & INSTALLATION REQUIREMENTS. 4. COORDINATE SUBGRADE PREPARATION w/ THE REQUIREMENTS OF THE PROJECT GEOTECH REPORT. FOOTING DIMENSIONS BASED UPON 1,000 PSF ALLOWABLE BEARING PRESSURE IN ACCORDANCE w/ THE REQUIREMENTS OF THE PROJECT GEOTECH REPORT. 5. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL MATERIAL SPECIFICATIONS, FABRICATION & INSTALLATION REQUIREMENTS. PIER, PIPE & FTG. BELOW 84"0 STL. CASING PIPE (CARRIER PIPE NOT SHOWN FOR CLARITY) (2) 3" WIDE x THK. S.S. STRAPS w/ 2j" WIDE x4" THK. NEOPRENE PADS ADHERED TO STRAP PIPE (2) #5 BENT BARS ASSEMBLIES STD. 90' �(N.S. & F.S. PIER) HOOK �Ktr. FLAN) 3 - SECTION - TYP. PIER / FTG. SCALE: 1/4"=l' -O" 72" SANITARY SEWER AERIAL PIPE SUPPORT h V-6" WIDE x J" THK NEOPRENE PAD #8 DWL.'s w/ STD. 90' HOOKS SPA. 8" O.C. (N.S. & F.S. PIER) T.O. CONC. FTG. EL 0'-0" (VARIES) EL 174.23' (MIN.) EL 174.37' (MAX.) [REF. PLAN] #8 REINF. BARS SPA. @ 9" O.C. EA. WAY (T&B) CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: AS NOTED VERTICAL: AS NOTED M&C FILE NUMBER SC101 DRAWING NUMBER S1 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION e®®� - - Jl 1W ft low 0 1511111 All ® ■ 0000 OWNS, 000 I r I' I I , V TC7 „00 �I TRAFFIC 1. CONTROL GENERAL NOTES BEGINNING OF WORK AND STREET CLOSINGS: 15. WHEN NOT IN USE DURING WORK HOURS OR AT NIGHT, EQUIPMENT SHALL NOT BE 0592-0046 THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE NC DEPARTMENT OF PARKED IN SUCH A MANNER AS TO BLOCK THE MOTORISTS' VIEW OF TRAFFIC DESIGNED TRANSPORTATION, DIVISION 5, DISTRICT 1 AT 919-715-5778, AND THE CITY OF SIGNS AND SIGNALS AND SHALL BE AT LEAST 10 FEET AWAY FROM THE TRAVEL CLW, JSL RALEIGH PUBLIC WORKS DEPARTMENT AT 919-996-3030 OF ANY WORK WHERE LANE. THE NUMBER OF TRAVEL LANES IS REDUCED FROM NORMAL CONDITIONS. THE TC 1 CONTRACTOR SHALL INSTALL THE PROJECT ADVANCED WARNING SIGNS. THESE 16. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE TWO SIGNS SHALL BE IN PLACE FOR ONE WEEK BEFORE CONSTRUCTION ACTIVITY DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE BEGINS. THE SIGNS SHALL BE REMOVED WITHIN SEVEN DAYS OF CLOSING THE EFFECTIVELY USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; REFLECTORIZED CONSTRUCTION ENTRANCE. DRUMS MUST BE USED AT NIGHT. 2. CONTRACTOR WILL BE RESPONSIBLE FOR ALL PERMANENT SIGNING. ALL SIGNS 17. TRAFFIC SHALL NOT BE ROUTED ACROSS CENTERLINE WITH CONES OR DRUMS SHALL BE INSTALLED ON METAL `U" POSTS. ALL PERMANENT ROAD SIGNS DURING NON -WORKING HOURS. CONTRACTOR MUST BE ON SITE OR CHANGE SHALL BE TYPE `E"SIGNS WITH A BACKGROUND OF TYPE III SHEETING. PAVEMENT MARKINGS APPROPRIATELY. 3. CONTRACTOR TO ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO 18. THE CONTRACTOR DOING THE WORK SHALL PROVIDE FLAGGERS AND/OR POLICE ALTERING ANY TRAFFIC PATTERN. CONTROL WHEN REQUIRED. CONTRACTOR MAY ALSO BE REQUIRED TO PROVIDE A UNIFORMED OFFICER TO CONTROL TRAFFIC WHEN WORKING IN AND AROUND A 4. RIGHT OF WAY USE PERMIT: THE OWNER WILL OBTAIN RIGHT OF WAY PERMIT(S) SIGNALIZED INTERSECTION. FROM NCDOT FOR APPROVAL TO WORK IN STREET RIGHT-OF-WAY(S) OF NORTH CAROLINA, AND CITY OF RALEIGH WHERE APPLICABLE.. 19. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS 20. WHEN PERSONAL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC 6. ANY CONTRACTOR OR PROJECT MANAGER THAT IS WORKING ON A CITY PROJECT CONTROL PLANS, ROADWAY STANDARD DRAWINGS OR AS DIRECTED BY THE SHALL SUBMIT A NOTIFICATION TO THE RW OBSTRUCTION APPLICATION FOR ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT EMERGENCY/MAINTENANCE WORK PRIOR TO THE START OF THE WORK. REMAIN WIHT THE CLOSED TRAVEL LANE. 7. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL 21. WHERE LANE CLOSURES ARE REQUIRED, REMOVE LANE CLOSURE DEVICES FROM BE IN PLACE. THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED. 8. THE CONTRACTOR SHALL REPAIR ALL DAMAGED INFRASTRUCTURE IN THE RIGHT-OF-WAY AND RESTORE IT TO PREVIOUS OR BETTER CONDITION. 22. DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 -FT OF THE EDGE OF TRAVELWAY WHEN WORK IS BEING PERFORMED BEHIND A LANE CLOSURE ON 9. THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO ADJACENT PROPERTIES AND THE OPPOSITE SIDE OF THE TRAVELWAY. RESTORE IT TO PREVIOUS OR BETTER CONDITION. 23. IN SITUATIONS NOT COVERED IN THIS DESIGN, THE PROTECTION OF THE WORKERS 10. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE VISUALLY IMPAIRED ON SITE WILL DICTATE THE MEASURES TO BE TAKEN CONSISTENT WITH THE CITY AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND OF RALEIGH'S WORK AREA TRAFFIC CONTROL REQUIREMENTS. ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLAINT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES 24. THE CITY ENGINEER OR DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION OR (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON THEIR REPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MAINTENANCE ACTIVITY WHICH IS NOT PROPERLY SIGNED OR BARRICADED AS REQUIRED BY THIS STANDARD AND MUTCD UNTIL SUCH REQUIREMENTS ARE MET. 11. TRAFFIC CONTROL PLAN: THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL AS DESCRIBED HEREIN UNLESS THE CONTRACTOR SUBMITS AN ALTERNATE 25. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION TRAFFIC CONTROL PLAN TO THE ENGINEER AND IT IS APPROVED BY THE SITUATIONS. IT IS INTENDED ONLY TO BE USED AS A GUIDELINE. SPECIFIC ENGINEER. THE ENGINEER MAY DIRECT THE CONTRACTOR TO MODIFY TRAFFIC SITUATIONS MAY REQUIRE ENGINEERING JUDGEMENT IN THE PLACEMENT OF TRAFFIC CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFIC OR PEDESTRIANS ARE NOT CONTROL DEVICES BECAUSE OF LIMITED VERTICAL AND/OR HORIZONTAL SIGHT MOVING SAFELY OR EFFICIENTLY. DISTANCE. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR 12. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION CONSTRUCTION OR MAINTENANCE OPERATIONS, AND SHALL BE REMOVED OR MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES. RELOCATED AS THE WORK IS FINISHED OR WORK CONDITIONS CHANGE. THE CONTRACTOR DOING THE WORK SHALL PATROL THE WORK SITE AS REQUIRED TO 26. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND OPERATING AT ARE USUALLY USED FOR SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC. ALL TIMES. ADVANCED WARNING SIGNS (CONSTRUCTION AHEAD) SHALL BE MOUNTED ON U -POST PERMANENT TYPE MOUNTING 7 DAYS PRIOR TO BEGINNING CONSTRUCTION. 13. ALL TRAFFIC CONTROL SIGNS FOR THE WORK AREA SHALL BE REFLECTORIZED. THE REFLECTIVE MATERIALS USED SHALL BE EQUAL OR BETTER THAN TYPE I, LEVEL A 27. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING RATED CAPACITY OF ALL REFLECTIVE SHEETING. EXISTING BRIDGES AND CULVERTS TO DETERMINE WEIGHT/AXLE LOADING LIMITATIONS PRIOR TO USE. 14. AT NIGHT, ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REQUIRED TO CALL ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF 28. ALL TRAFFIC CONTROL SIGNS SHALL COMPLY WITH MUTCD STANDARDS AND SHALL OBSTRUCTIONS AND HAZARDS. BE ON U -POST WITH PERMANENT TYPE MOUNTING. DESCRIP11ONS C4, R�1���� SEAL 4 - ref 4/� OVERALL LOCATION MAP SCALE: 1"=600' LOCAL NOTES 1. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. COORDINATE CLOSURE AND TEMPORARY ACCESS ROUTES WITH OWNER'S REPRESENTATIVE, EMERGENCY PERSONNEL, PROPERTY OWNER AND TENANT, IF OTHER THAN PROPERTY OWNER. 2. CONTRACTOR IS RESPONSIBLE FOR RESTRICTING TRAFFIC AND PROVIDING SAFE ACCESS TO BUSINESS AT ALL TIMES. 3. IF THE ROAD IS CLOSED THEN IT SHALL BE BLOCKED TO THRU TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY OWNER/ENGINEER. 4. CONTRACTOR SHALL MAINTAIN TEMPORARY SIDEWALK FOR PEDESTRIAN TRAFFIC. DRUMS, CONSTRUCTION SECURITY FENCE, AND CAUTION TAPE SHALL BE UTILIZED TO SEPARATE THE EXCAVATION AREA FROM THE SIDEWALK. 5. CONTRACTOR TO CONSTRUCT TEMPORARY EXTENSION OF MAYBROOK DRIVE TO NEW HOPE ROAD PRIOR TO CLOSING OF MAYBROOK DRIVE. 6. CONTRACTOR TO DESIGNATE ON STREET PARKING AND PROVIDE TEMPORARY GRAVEL AND GRANITE SCREENING SIDEWALKS WHEN CONSTRUCTION ZONE PROHIBITS ACCESS TO LOCAL RESIDENCE. CITY OF RALEIGH TO NEGOTIATE TEMPORARY EASEMENTS ON PRIVATE PROPERTY TO ALLOW TEMPORARY SIDEWALK CONSTRUCTION. PAVEMENT REPAIR NOTES 1. ALL RESIDENTIAL AND COMMERCIAL ACCESS STREETS TO BE USED DURING CONSTRUCTION SHALL BE EVALUATED FOR EXISTING CONDITIONS AND DOCUMENTED PRIOR TO USE. 2. ANY DAMAGE DUE TO CONSTRUCTION TRAFFIC AND EQUIPMENT USE ON RESIDENTIAL STREETS SHALL BE REPAIRED PER NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CITY OF RALEIGH REQUIREMENTS. 3. CONTRACTOR SHALL REWORK ALL DAMAGED CURB & GUTTERS, SIDEWALK, AND STREETS PER PLANS AND SPECIFICATIONS. 4. CONTRACTOR SHALL SAW -CUT, REMOVE AND REPLACE DAMAGED PAVEMENT WITH PERMANENT ASPHALT PATCH TO MATCH EXISTING GRADE. SEE DETAILS. v v MCRD,4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn Y S. qa TC8 p CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS .-- TC9 ' P s' \TC10 ` - � � l WALNUT CREEK SOFTBALL \ \00 COMPLEX ` / u SIGN LEGEND LEGEND ROAD EXISTING ROAD/PAVEMENT TRUCKS ENTERING TEMPORARY CONSTRUCTION ENTRANCE HIGHWAY CLOSED CONSTRUCTION ACCESS ROUTE R11-2 (60"00") W14-12 (36"06") EX. R/W LINE AD ROAD CLOSED EX PROPERTY LINE RO CLOSED TO TEMPORARY CONSTRUCTION FENCE AHEAD THRU TRAFFIC STATIONARY SIGN R11-4 (60"x30") TYPE III BARRICADE W20-3 (48"x48") EOG EDGE OF GRAVEL DETOUR M4-1OR (48"x18") CONCRETE WASHOUT AREA ROAD CLOSED 500 FT DETOUR M4 -10L (48"x18") W20-3 (48'°x48") NEXT LEFT SP -4L (42"x12") DETOUR NEXT RIGHT AHEAD SP -4R (42"x12") W20-2 (48"x48") ROAD CLOSED TO THRU TRAFFIC DFfOUR TYPE III BARRICADE WITH R11-4 & M4 -10R GREIWAYCLOSED TO THRU TRAFFIC oerou► TYPE III BARRICADE WITH GREENWAY CLOSURE SIGNAGE CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL VERTICAL: SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1"=600' VERTICAL: TC 1 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON �l MH #1 STA: 1+72.53 RIM: 186.58 MH #2 STA: 4+93.78 RIM: 184.80 \ • �� S ONS,�RUC?10DIS uRawa C LIMITS OF . WITHII'1 ♦ _MH 3 � ♦ STA: 9+43.74 S ♦ RIM: 185.10 EXISTING SANITARY SEWER EASEMENT \ \ CONTRACTOR TO PROVIDE � PROTECTION OF EXISTING SANITARY �♦ SEWER (TYP). ` . ♦ \ CONSTRUCTION STAGING IS RESTRICTED TO THE AREA INSIDE OF THE LIMITS OF DISTURBANCE. TRUCKS / O HOPKINS, RB ENTERING 1820 BETHLEHEM RD HIGHWAY KNIGHTDALE NC, 27545-9336 \� , 37183-1732795222 W14-12 (36"x36") STONE RELIEF / CONSTRUCTION OUTLET , STAGING TRUCKS ENTERING G SANITARY SEWER EASEMENT CONTRACTOR TO COORDINATE ACCESS TO EXISTING GATE WITH CORPUD. GATE SHALL BE CLOSED AND LOCKED IMMEDIATELY FOLLOWING USE. STONE RELIEF OUTLET HIGHWAY , ONCRETE WASHOUT AREA W14-12 (36"x36") � WAKE COUNTY BOARD OF EDUCATION FAMILITIES BLDG 1551 ROCK QUARRY RD CONSTRUCTION RALEIGH NC, 27610 37183-1732696797 ACCESS \ �o 6 " -'h NOTE: SEE SHEET TC13 FOR TRUCKS DETAILS ON SIGN PLACEMENT ENTERING HIGHWAY AND SPACING TEMPORARY CONSTRUCTIO ENTRANCE W1 4-12 (36"xis") yT / s s 'AO TRUCKS HIGHWAY AFM POOLE RD. (SR 1007` W14-12 (36"x36") SEAL WOODARD, LEAMON HEIRS 5133 GRASSHOPPER RD RALEIGH NC 27610-9396 000852 00—E-1732780525 v � r •, 5r o • r A ' MH #4 STA: 13+00.73 RIM: 185.35 R MH #5 STA: 18+36.02 RIM: 189.71 CONSTRUCTION STAGING IS RESTRICTE TO THE AREA INSIDE OF THE LIMITS OF DISTURBANCE. SEE SHEET C2 FOR LIMITS OF DISTURBANCE AND EROSION 1 CONTROL REQUIREMENTS. TEMPORARY CONSTRUCTION EASEMENT �M� F , \ S -- P, --- SS= X.�. 11� . 'A SS SS SS CONSTRUCTION ACCESS WITHIN LIMITS OF DISTURBANCE ss O-. TEMPORARY CONSTRUCTION EASEMENT (SEE SHEET C2 FOR PROPOSED GRADING, LIMITS OF DISTURBANCE AND EROSION CONTROL REQUIREMENTS.),*, ALMUS JACKSON JEFFERYS JR REVOCABLE TRUST ALMUS JACKSON JEFFREYS JR TRUSTEE 6004 POOLE RD RALEIGH NC 27610-4525 015350 1 02043 1732587444 SS i" OA O o O �G Cs RIM: M H #6 STA: 24+35.02 RIM: 187.04 O BARWELL ROAD CONSTRUCTION ACCESS SCALE: 1"=100' v v MCM4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS x. \ NOTE: 1. CONTRACTOR SHALL PROVIDE PROTECTION OF EXISTING AND NEW Ami' SANITARY SEWER AGAINST DAMAGE « 4W FROM CONSTRUCTION ACTIVITY AND LOADING ON THE BELOW GROUND PIPINGt,_ CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT NORTH PERMIT # BARWELL ROAD CONSTRUCTION ACCESS AND LAYDOWN /STAGING AREA CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN I �Sr irr �Q I T F S cC0 MH #8— STA: 27+80.78 >- RIM: 190.20 O � o Z � c FAY F -©• fa MARTIN, CHARLES EUGENE MARTIN BUCK AIL P L. BARBARA P 3105 HODGE RD KNIGHTDALE NC 27545-8701 007200 �; 00610 "' 1 _ 1732592042�� I e e , V � ,j :•' lir CREEL�CT. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 JEFFREYS, A J III JEFFREYS, 0592-0046 DRAWN CHRISTY D \ ALMUS JACKSON JEFFERYS JR 5822 POOLE RD CLW, JSL REVOCABLE TRUST ALMUS JACKSON RALEIGH NC 27610-4525 JEFFREYS JR TRUSTEE 006178 6004 POOLE RD 0040 RALEIGH NC 27610-4525 1 1732584766 015350 01039 \ 173280665 BARWELL ROAD CONSTRUCTION ACCESS SCALE: 1"=100' v v MCM4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS x. \ NOTE: 1. CONTRACTOR SHALL PROVIDE PROTECTION OF EXISTING AND NEW Ami' SANITARY SEWER AGAINST DAMAGE « 4W FROM CONSTRUCTION ACTIVITY AND LOADING ON THE BELOW GROUND PIPINGt,_ CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT NORTH PERMIT # BARWELL ROAD CONSTRUCTION ACCESS AND LAYDOWN /STAGING AREA CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN I �Sr irr �Q I T F S cC0 MH #8— STA: 27+80.78 >- RIM: 190.20 O � o Z � c FAY F -©• fa MARTIN, CHARLES EUGENE MARTIN BUCK AIL P L. BARBARA P 3105 HODGE RD KNIGHTDALE NC 27545-8701 007200 �; 00610 "' 1 _ 1732592042�� I e e , V � ,j :•' lir CREEL�CT. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1 "=100' VERTICAL: TC2 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON F `o v w a L0 N 0 N N N 0 �e !LAKE TROUT LN. L AREq l MH #8--j STA: 27+80.78 RIM: 190.20 I III 'I'`I V4 -10R 18"x18") EMOVE EXISTING CURB, GUTTER, AND SIDEWALK AND - REPLACE FOLLOWING CLOSURE OF DETOUR. I TEMPORARY 18' WIDE GRAVEL DETOUR DURING CONSTRUCTION \ OF MH #8. \ -Tu _ SS 18 EMOVE EXISTING CURB, GUTTER, AND SIDEWALK AND REPLACE FOLLOWING CLOSURE OF DETOUR. 19 15 DE OUR AH AD r - - W20-2 ( "x48") NOTE: SEE SHEET 1 �, ` DETAILS ON SIGN P F\ r AND SPACING `( WNW LAKE TROUT LANE CROSSING SCALE: 1"=40' (SEE SHEET C3 FOR PLAN) NORTH DESCRIP11ONS REMSIONS VINTAGE ROAD CROSSING 2 SCALE: 1"=40' (SEE SHEET C4 FOR PLAN) r-000� NORTH W20-3 (48"x48") 06 SEAL A�f���i 4 - �:,��'• NCIN�Z�� •'�Az— ref �/� jf /�� LAT 111�� 1,01,X -Ile \4009 9?-. :moi.• - _ y.�» ` SEE SHEET TC12 FOR DETOUR ROUTE INFORMATION / I /--ROAD CLOSED DURING TC 1 FOR DETOUR ROUTE INFORMATION.N SEE SHEET W20-3 (48"x48") 1 /.SU Varsity Urive, Suite 5UU Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn Id CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 76 N �f%A 1'1 f11 e%OMM MI 1131W/2 9+^KIQTMI If•TIf%ki W20-3 (48"x48") \ 82 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # LAKE TROUT LANE, TATTEN HOE COURT, AND VINTAGE ROAD CROSSING CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN \ \� O O PP CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL NA SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1 "=40' VERTICAL: TC3 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON DESCRIP11ONS REMSIONS KOAU V-11IIIIIIIIIIIIN SED TEABROOK CT. I� A EAD .No MR (`7 SEE SHEET TC12 FOR U W20-3 (8"x48") DETOUR ROUTE F-- I INFORMATION. LU I NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT AND SPACING 91 51+00 52+00 >f,'17 MH #14J STA: 50+79.74 RIM: 189.93 84 87 ROAD CLOSED DURING CONSTRUCTION. RESIDENTS TO PARK ON STREET AND CONTRACTOR TO PROVIDE TEMPORARY GRAVEL AND GRANITE SCREENING SIDEWALK AROUND CONSTRUCTION ZONE. WILL POSSIBLY NEED ON BOTH SIDES UNTIL ROAD IS REPAIRED. SEE SHEET TC11 FOR DETOUR ROUTE INFORMATION. TYPE III BARRICADE WITH —2 ALMUS JACKSON JEFFERYS JR REVOCABLE TRUST ALMUS JACKSON JEFFREYS JR TRUSTEE 6004 POOLE RD RALEIGH NC 27610-4525 015350 02043 1732587444 53+00 3g L 92 SS MH \ s \ M H #15 STA: 52+37.92 STOMAN, CLINTON R STROMAN, LONNIE R 5424 TRESTLEWOOD LN RALEIGH NC, 27610-4568 008880 01898 1733205170 RIM: 192.04 \ t Jh` ` 55+00 /1 5q ss \ 102 \ ` \ \ SS T O P\ \ SS Z O P� \ ,SU) ,� cn R AD SED R11-2 (60"x30") SP -4R (42"x12") OAD CLOSED \ \ \ m \ AHEAD A \ A n \ W20-3 (4 "x48 \ \ 0 \ Z \ 4 95 \ G) \ m k O SEE SHEET TC11 FOR DETOUR NOTE: SEE SHEET TC13 FOR �0 ROUTE INFORMATION DETAILS ON SIGN PLACEMENT AND SPACING EAGLECHASE HOMEOWNERS ASSOCIATION 1713 MAYBROOK DR RALEIGH NC, 27610-4547 015986 01384 1733204167 WRIGHT, GERALD L WRIGHT, DONNA 1709 MAYBROOK DR RALEIGH NC, 27610-4547 013653 01937 1733205277 TEABROOK LN. & TRESTLEWOOD LN. CROSSING SCALE: 1"=40' SEAL CA R�fAll/ 414 MCKM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn BATTLE, CHRISTOPHER L "IT f BATTLE, PAULETTE 1716 MAYBROOK DR RALEIGH NC, 27610-4564 009416 02386 1733203198 ROAD CLOSED R11-2 (60"x30") \ FITCH, JUDY B NEXT LEFT 1712 NC, 27 1 DR RALEIGH NC, 27610-4546 012699 SP -41- (42"x12") 02562 1733203226 W20-3 (48"x48") " NORTH CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # TEABROOK LN. AND TRESTLEWOOD LN. CROSSING CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON M&C FILE NUMBER SCALE TC1 HORIZONTAL: DRAWING NUMBER 1 "=40' VERTICAL: TC4 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON SP -4R (42"x1;7K NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT AND SPACING MH #19 STA: 69+75.86 RIM: 192.88 —MH #20 STA: 71 +47.21 IM: 197.23 72+00 c�S / /SZ / / / r 01/ 1sa , SEAL ���11f f l i N!1/tr SEAL .•`'��F�'`� . CA ROC' --* .v�-- ¢ - Zz "I -C3 LAY1NQ'% 1,P) II DCROSS CT. MAYBROOK DRIVE SCALE: 1"=40' 1 NORTH I DETAILS ON SIGN PLACEMENT W20-3 (48"x48") M AND SPACING EXT LEFT _C 3P -4L (42' x12") s S' EXT RIGHT SP -4R (42"x12") L'1 SP -4L (42"x12") WITH SS R11-2 Z m D 1 A SS SS / ® I rn/1 Im Z_ -R I _ z CLOSED AHEAD cl 0 1= LANE TO MAYBROOK DRIVE TEMPORARY 'e W20-3 (48"x48") I m EXTENSION. SEE TC12 FOR DETOUR ROUTE m INFORMATION._ z NEXT LEFT SS SS 0- SSX 2P-41 OILr') NEXT RIGHT SP -4R (42"x12") ROAD CLOSED AHEAD NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEME" I AND SPACING OLLING STREET CLOSURE FOR MAYBROOK DRIVE FROM ` STATION 60+50 TO 84+00. DO NOT BLOCK MORE THAN 2 DRIVEWAYS AT THE END OF THE DAY. PROVIDE ON -STREET / PARKING AND TEMPORARY GRANITE SCREENING SIDEWALK TO CONNECT ON -STREET PARKING OR EXISTING SIDEWALK Ili TO DRIVEWAY OF EACH RESIDENCE THAT HAS A BLOCKED / 1s9 DRIVEWAY. 1j0 MAYBROOK DRIVE SCALE: 1"=40' NORTH v v MCK11\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS WHEN LOCKWOOD FOLLY LANE IS CLOSE LOCAL RESIDENTS WILL NEED TO USE DETOUR ROUTE TO POOLE ROAD VIA DRUM INLET PLACE TO MAYBROOK DRIVE. SEE SHEET TC12 FOR DETOUR ROUTE INFORMATION. 191 MH #22 STARIM: 92.601 Nor W20-3 (48"x48") 0 0 NEXT LEFT 1s. SP -4L (42"02") NEXT RIGHT ZSP -4R (42"x12") r—TYPE III 7g+00 � ES SS TYPE III BARRICADE WITH R11-2 � S app R NOTE: SEE SHEET TC13 FOR CLOSED DETAILS ON SIGN PLACEMENT AHEAD AND SPACING SS 1>8 W20-3 (48"x48") NEXT LEFT BRIGHTWELL LN. SP -4L (42"x12') NEXT RIGHT SP -4R (42"x12") CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MAYBROOK DRIVE, FIELDCROSS CT. NORTHPINES DR., DRUM INLET PL., PRONGHORN LN., LOCKWOOD FOLLY LN., & BRIGHTWELL LN. CON STR U CTI ON ACCESS AND TRAFFIC CONTROL PLAN IE WITH R11-2 WHEN BRIGHTWELL LANE IS CLOSED LOCAL RESIDENTS WILL NEED TO USE ALTERNATE ROUTE TO POOLE ROAD VIA PRONGHORN LANE TO MAYBROOK DRIVE. U / DATE: JANUARY 2016 MCE PROJ. # 0592-0046 J EJB NOTE: SEE SHEET TC13 FOR Imo. CHECKED DETAILS ON SIGN PLACEMENT PROJ. MGR. ROAD AND SPACING VERTICAL: CLOSED TCV J AHEAD I�/ AL RESIDENTS Z —CC :W HOPE ROAD (BROOK DRIVE G W20-3 (48"x48"; fETOUR ROUTE INFORMATION. NEXT LEFT SP -4L (42"x12") WITH SS R11-2 Z m D 1 A SS SS / ® I rn/1 Im Z_ -R I _ z CLOSED AHEAD cl 0 1= LANE TO MAYBROOK DRIVE TEMPORARY 'e W20-3 (48"x48") I m EXTENSION. SEE TC12 FOR DETOUR ROUTE m INFORMATION._ z NEXT LEFT SS SS 0- SSX 2P-41 OILr') NEXT RIGHT SP -4R (42"x12") ROAD CLOSED AHEAD NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEME" I AND SPACING OLLING STREET CLOSURE FOR MAYBROOK DRIVE FROM ` STATION 60+50 TO 84+00. DO NOT BLOCK MORE THAN 2 DRIVEWAYS AT THE END OF THE DAY. PROVIDE ON -STREET / PARKING AND TEMPORARY GRANITE SCREENING SIDEWALK TO CONNECT ON -STREET PARKING OR EXISTING SIDEWALK Ili TO DRIVEWAY OF EACH RESIDENCE THAT HAS A BLOCKED / 1s9 DRIVEWAY. 1j0 MAYBROOK DRIVE SCALE: 1"=40' NORTH v v MCK11\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS WHEN LOCKWOOD FOLLY LANE IS CLOSE LOCAL RESIDENTS WILL NEED TO USE DETOUR ROUTE TO POOLE ROAD VIA DRUM INLET PLACE TO MAYBROOK DRIVE. SEE SHEET TC12 FOR DETOUR ROUTE INFORMATION. 191 MH #22 STARIM: 92.601 Nor W20-3 (48"x48") 0 0 NEXT LEFT 1s. SP -4L (42"02") NEXT RIGHT ZSP -4R (42"x12") r—TYPE III 7g+00 � ES SS TYPE III BARRICADE WITH R11-2 � S app R NOTE: SEE SHEET TC13 FOR CLOSED DETAILS ON SIGN PLACEMENT AHEAD AND SPACING SS 1>8 W20-3 (48"x48") NEXT LEFT BRIGHTWELL LN. SP -4L (42"x12') NEXT RIGHT SP -4R (42"x12") CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MAYBROOK DRIVE, FIELDCROSS CT. NORTHPINES DR., DRUM INLET PL., PRONGHORN LN., LOCKWOOD FOLLY LN., & BRIGHTWELL LN. CON STR U CTI ON ACCESS AND TRAFFIC CONTROL PLAN IE WITH R11-2 WHEN BRIGHTWELL LANE IS CLOSED LOCAL RESIDENTS WILL NEED TO USE ALTERNATE ROUTE TO POOLE ROAD VIA PRONGHORN LANE TO MAYBROOK DRIVE. U / DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL VERTICAL: SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1 "= 40' VERTICAL: TCV NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION Y i , d VIOLET BLUFF CT. SHALL NOT BE CLOSED DURING �� • �� CONSTRUCTION BECAUSE THIS ROAD HAS NO OUTLET. PROVIDE FLAGGERS DURING CONSTRUCTION OPERATION TO MAINTAIN TRAFFIC FLOW. CLEAR ROADWAY TO ALLOT J 213 SAFE TRAFFIC FLOW AT THE END OF THE WORK DAY. 200 201 202 203 204 205 206 207 OLLING STREET CLOSURE FOR MAYBROOK DRIVE FROM STATION 60+50 TO 84+00. DO NOT BLOCK MORE THAN 2 LO I J DRIVEWAYS Al THE END OF THE DAY. PROVIDE ON - V STREET PARKING AND TEMPORARY GRANITE SCREENING SIDEWALK TO CONNECT ON -STREET PARKING TO MATCHLINE -SEE SHEET TC7 EXISTING SIDEWALK TO DRIVEWAY OF EACH RESIDENCE W THAT HAS A BLOCKED DRIVEWAY. W = I 215 216 217 216 I 219 MH #23 / LS MH #8 STA:83+22.88 C STA: 82+93.44 .01 P 1140/11, RIM: 201.21 RIM: 202.90 PP MH �22A rLS IMH #9 / po .01 / W III I I `STA: 81+25.55 I STA: 82+14.01 / '� is& / k i LS M H #7 LP I LS M H #6 I—LS M H #5 STA: 81+25.51 STA: 82+14.01 STA: 82+93.44 RIM: 192.30 RIM: 195.98 RIM: 200.43 u ° 220 221 222 2za WALNUT BLUFFS LANE SHALL NOT BE CLOSED DURING CONSTRUCTION BECAUSE THIS ROAD HAS NO OUTLET. Of 22s PROVIDE FLAGGERS DURING CONSTRUCTION OPERATION 23, / TO MAINTAIN TRAFFIC FLOW. CLEAR ROADWAY TO ALLOW SAFE TRAFFIC FLOW AT THE END OF THE WORK / DESCRIPTIONS / o / DAY. / OP� CBPP / P7 / 232 I / / / / 200' R/W / DUKE NERGY TRANSMISSION R/W t D131271, PG. 85 �_•R , lw� TRUCKS ENTERING / HIGHWAY / TOTAL OF 4 SIGN SPACED @ 350' W14-12 (36"x36") / 1`,���►�l t �A►��tr',,ff SEAL .v�-- ¢ - LAY 1N0 MAYBROOK DRIVE SCALE: 1"=40' Q g!4� SCREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS / ON TRUCKS ENTERING HIGHWAY W14-12 (36"x36") OTAL OF 4 SIGNS "PACED @ 350' SEE SHEET TC11 FOR DETOUR ROUTES ALONG NEW HOPE ROAD. MAYBROOK CROSSING DRIVE CONSTRUCTION ACCESS. 46 Roo colo SS1N GSR NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT • AND SPACING AIM CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MAYBROOK DRIVE & MAYBROOK CROSSING DR. CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN wo Z M �Cn M cn Im 00 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING URBAN FORESTRY— SITE ACCESSIBILITY F DATE: -1114 JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL TC6 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION SCALE M&C FILE NUMBER TC1 HORIZONTAL' DRAWING NUMBER 1 "= 40' VERTICAL: TC6 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION / / O PP (.fl 100' TEMPORARY CONSTRUCTION U / / ENTRANCE PER DETAILS I- I Z / � / MH #24 Lw I / i STA: 88+88.39 RIM: 198.51 U) SSF SS PF — SSF SSFF s SSF F/7PF °F'°► U-1 SSF SW °i ce—alar U-1 I Z / '- °x U 88+00 26 i 89+00 90+00 U-1 91+ Z z —j TPF TP F _L UI BROWN, ROBERT H 5609 POOLE RD RALEIGH NC 27610-3124 00315 1722985086 002966 NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT AND SPACING 200'± TO NEXT INTERSECTION i zxz DESC_. REMSIONS "\/X \\ jX W20-333 (48"x48") /" W14-12 (36"x36") SEAL CARO Q�o�.ssr0,�f ref 4/� /NC OWN, WILLIAM J JR 6 KELSO CT CARY 27511-6549 002966 00313 1722970983 NOTE: SEE SHEET TC13 FOR / R DETAILS ON SIGN PLACEMENT AND SPACING / i 0 T a� 700'± TO NEXT INTERSECTION i BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 013856 02383 1722779064 TYPE III BARRICADE WITH GREENWAY 226 KELSO , CA I m MH 9 / CLOSURE SIGNAGE NC 27511-654 00313 17228747 EXISTING GRAVEL TRAILHEAD PARKIN S 00296, TO BE USED AS CONSTRUCTION STAGING. \ TEMPORARY 18' WIDE GRAVEL CONSTRUCTION ACCESS FROM NEW HOPE ROAD DURING CONSTRUCTION. o EXISTING 20' CITY OFRALEIGH E ° o PP / SANITARY SEWER EASEMENT WALNUT CREEK GREENWAY AND CONNECTORS BLUFFS AT WALNUT CRE K BROWN, ROBERT H 5609 POOLE RD RALEIGH NC 27610-3124 00315 1722985086 002966 110901w -n-,: 7:7N7TRO O NEW HOPE ROAD CONSTRUCTION ACCESS r4a\ SCALE: 1"=40' � NORTH v v McICM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # NEW HOPE ROAD CONSTRUCTION ACCESS CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1 "=40' VERTICAL: TC7 NA ;TATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON GREENWAY CLOSURE - NEW HOPE ROAD SCALE: 1"=60' L \ n NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT AND SPACING 'S r BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 002966 00313 1722970983 CONSTRUCTION ACCESS FROM N HOPE ROAD VIA MAYBROOK CROSSI DRIVE. NO PEDESTRIAN ACCE _- — ALLOWED TO CONNECT WITH WALE CREEK GREENW t D fi m — R/W LLQ ■■■■■ W MAYBROOK CROSSING DR. n n u m m W w ogo CONSTRUCTION 0 ACCESS R Z JANUARY 2016 I FROM NEW HOPE ROAD J EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. U I- Q �I m x —71 Z M r Z ■ DESCRIP11ONS INSTALL 100' TEMPORARY CONSTRUCTION ENTRANCE PER DETAILS T. CARO �1���� SEAL .ss10 ZZ ref 41 ....... jf/�IE11LA 111��� 1d_x! v v McKlIV&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn R/W GREENWAY WALNUT CREEK GREENWAY AND CONNECTORS FROM NEW HOPE ROAD CLOSED TO WALNUT CREEK SOFTBALL AHEAD COMPLEX TO REMAIN CLOSED DURING CONSTRUCTION OF SANITARY SEWER PROJECT WHILE THE SEWER IS BEING CONSTRUCTED FROM NEW HOPE ROAD UNTIL PROJECT IS COMPLETED AT THE SOFTBALL COMPLEX. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS V EXISTING 40' CITY OF RALEIGH ' SANITARY SEWER EASEMENT ' EXISTING 24' DIP SANITARY FORCEMAIN (CONTRACTOR TO PROTECT) 1 -MH #1 (71) STA: 1 +44.61 RIM: 201.19 r� EXISTING 100' WIDE CITY CONSTRUCTION STAGING AND ACCESS BROWN, WILLIAM J JR GREENWAY CLOSURE -NEW HOPE RD. CONSTRUCTION ACCESS &STAGING - MAYBROOK CROSSING DR. CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 002966 00313 1722874774 MH #28 STA: 106+16.18 RIM: 196.24 NOTE: 1. CONTRACTOR SHALL PROVIDE PROTECTION OF EXISTING AND NEW SANITARY SEWER AGAINST DAMAGE FROM CONSTRUCTION ACTIVITY AND LOADING ON THE BELOW GROUND PIPING CONSTRUCTION ACCESS AND STAGING - MAYBROOK CROSSING DR. SCALE: 1"=60' CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER AS SHOWN VERTICAL: TC8 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON GREENWAY CONNECTOR CLOSURES AT 1-440 / WALNUT CREEK AMPHITHEATER SCALE: 1"=40' 254 LOCKHART, ISRAEL 59 \ FAYSTON ST DORCHESTER MA 02121-1905 000931 00603 1723609076 ..:....:. 1s _ O �. MH #40 STA: 144+94.76 RIM: 205.14 JUNCTION BOX #3 STA: 149+94.05 RIM: 199.52 M H #42 STA: 150+29.03 RIM: 201.52 HABITAT FOR HUMANITY DOWLING RIDGE HOMEOWNERS ASSN 2420 N RALEIGH BLVD RALEIGH NC 27604-2235 011948 02063 1723507787 SEAL SEAL A � 1 CA R�fAll/ .ss10 3, 9j ref 41 EXISTING RIGHT OF WAY EASEMENT x� 1 WILSON, ANNIE 1616 BETHEL RD RALEIGH NC 27610-4410 001091 00013 1723605680 WALNUT CREEK GREENWAY AND CONNECTORS— FROM NEW HOPE ROAD TO WALNUT CREEK SOFTBALL COMPLEX TO REMAIN CLOSED DURING CONSTRUCTION OF SANITARY SEWER PROJECT WHILE THE SEWER IS BEING CONSTRUCTED FROM NEW HOPE ROAD UNTIL PROJECT IS COMPLETED AT THE SOFTBALL COMPLEX. �G TYPE III BARRICADE WITH GREENWAY CLOSURE SIGNAGE v v MC1<19\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn PEDESTRIAN BRIDGE TYPE III BARRICADE WITH GREENWAY CLOSURE SIGNAGE 100 RALEIGH CITY OF PO q BOX 590 RALEIGH NC 27602-0590004804 00218 1722581540 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS A � _ lv TRIANGLE GREENWAYS COUNCIL 520 POLK ST RALEIGH NC, 27604-1960 011757 00909 1723401388 TYPE III BARRICADE WITH GREENWAY CLOSURE SIGNAGE 2So. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # GREENWAY CONNECTOR CLOSURES AT I-440 /WALNUT CREEK AMPHITHEATER CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL TC9 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION M&C FILE NUMBER SCALE TC1 HORIZONTAL: DRAWING NUMBER 1 "=40' VERTICAL: TC9 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION .Y + : >�< MH #48—,,, 'r STA: 1 +83.99 RIM: 200.50 'lx' A/ ,• I JUNCTION BOX #4 STA: 169+55.14 RIM: 202.54 SS M H #46 STA:1 +00.00 RIM: 200.50 i 0 PROPOSED 60' SANITARY / SEWER EASEMENT I 0 SS pp-) Rv X 161' REUSE WATER NE E Rv Rv TYPE III BARRICADE WITH GREENWAY CLOSURE SIGNAGE �J �J 0 0 WALNUT CREEK GREENWAY FROM NEW HOPE ROAD TO WALNUT CREEK SOFTBALL COMPEX TO REMAIN CLOSED DURING �"� CONSTRUCTION OF SANITARY SEWER 0 0 PROJECT DURING THE TIME THE SEWER IS BEING CONSTRUCTED FROM NEW HOPE SS ROAD UNTIL PROJECT IS COMPLETED. SSS EX. SANITARY SEWS el INSTALL 100' TEMPORARY 0 ss -CONSTRUCTION TRANCES PER DETAIL 0 ■ 1� CO ■ - NST ■ - —__ . RUCTI ■ — — ON T • PA RAFF ■ TTE IC • RN ■ ■ ■ CONCRETE WASHOUT AREA —M H #47 STA: 1 +35.13 RIM: 200.50 EXISTING PARKING AREA INSIDE LIMITS OF DISTURBANCE TO BE FENCED IN W/ CHAIN LINK FENCING FOR CONSTRUCTION STAGING. 0 0 0 0 0 GRA VEL PARKING LOT 0\ -TEMPORARY CONSTRUCTION EASEMENT (SEE SHEET C15 FOR BOUNDARY) 0 0 GRA VEL PARKING LOT SEAL 0 SEAL CAR�1I��� 4 - �:,��' • ........ •-... 0 c `, C C C �� FkT /NTFR j c pN SF Ti wALNUT CREEK GREENwgY 0 0 } s5 ss XISTING PARKING TO REMAI OPEN DURING CONSTRUCTION TO PROVIDE PARK AND TRAIL R USERS WITH ACCESS TO WALNUT CREEK TRAIL AND SOFTBALL COMPLEX. 00 0 CHAIN LINK GATES FOR ACCESS RESTRICTION TO CONSTRUCTION AREAS NNy TEMPORARY CONSTRUCTION ACCESS ROUTE WALNUT CREEK SOFTBALL COMPLEX CONSTRUCTION STAGING AND ACCESS VIA SUNNYBROOK ROAD SCALE: 1"=60' v v MCK9\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn 100 YR FP vC L RU J C� TRUCKS R(i ENTERING ��` HIGHWAY C Rv C J\, ���, 4- 36"x36•') o - o CITY OF RALEIGH WALNUT f CREEK SOFTBALL COMPLEX 1201 SUNNYBROOK RD, RALEIGH NC, 27610 NORTH CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 100 YR FP 5� Sp. \ TRUCKS ENTERING HIGHWAY R� w� V414-1 36"x36' • ONSTRUCTION INGRESS AND EGRESS FROM SUNNYBROOK ROAD VIA EXISTING ENTRANCE ' DRIVE. NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT AND SPACING CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # WALNUT CREEK SOFTBALL COMPLEX CONSTRUCTION STAGING AND ACCESS VIA SUNNYBROOK ROAD CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN NOTE: 1. CONTRACTOR SHALL PROVIDE PROTECTION OF EXISTING AND NEW SANITARY SEWER AGAINST DAMAGE FROM CONSTRUCTION ACTIVITY AND LOADING ON THE BELOW GROUND PIPING. 2. WORK HOURS SHALL BE LIMITED DURING SOFTBALL SEASON. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1 "=60' VERTICAL: TC 1 0 NA STATUS: FINAL DESIGN REVISION t_ NOT FOR CONSTRUCTION I �\ OD DR. �� \ T ALSERW 0 MH #10 j� �� CLTSEI STA: 35+45.67 DETOUR �O AH AC RIM: 190.87 �� 0, ® � M4 -10R (48"x18») O• W20 -'S 48" ToF � � DETOUR \ ❑� \ o ® N� M4 -10R (48"x18") MH #13 6, 2 O STA: 45+89.43 RIM: 187.23 ° TATTEN OE CT. TYPE I • A 80 0 .f o _1 MH #11 4 STA: 0+00.00 MH #12 0 RIM: 188.94 L ° STA: 4+25.64 RIM: 189.47 1 . w EX. DUKE POWER ENERGY EASEMENT / NOTE: SEE SHEET TC13 FOR DETAILS ON SIGN PLACEMENT AND SPACING OA L SED O MH #16 ID %RICADE WITH R11\2 STA: 56+94 RIM: 196.39 0,w w ° doO ° G F�o MH #14 STA: 50+79.74 RIM: 189.93 < '. �-9 " U G,1\. G) z �O , b I I , �, —M H #15 < STA: 52+37.92 `RIM: 192.04 Of ° R AD v SED E III BARPICADE WITH R11-2 NEXT RIGHT I ` SP- R\ (42"x12") �F Q�'4' '_1\11' s,, m� HERE ROAD N 0p CLOSED TYPE III BARRICADE WITH R11-2 1 C�� r NEXT LEFT SP -4L (42"x12") FV TALON RIDGE WY. _ - _ \, Lij °° I S 01 v, O 7� W:0' >_ ' r a 4 M4 -10R (48"x18") ter_ m L 0, 00 DETOUR 4 M4 10R (48"x`18") ® 01 3 „ N IST 40 .I-, VINTAGE ROAD, TRESTLEWOOD LANE, & TEABROOK COURT CLOSURES - DETOUR ROUTES SCALE: 1"=200' L • A 1A CA R��'�i SEAL Z� 4 - LAI t�t��ki` v v McICM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn L Sia.-- � • ��Ra°•�i ,.. � �� 00.o� , M4 -10R -4 CONTRACTOR TO INSTALL VARIABLE ELECTRONIC MESSAGE BOARD TO SAY "NEW HOPEROAD CLOSED FOR CONSTRUCTION STARTING (ENTER DATE); USE POOLE ROAD AND BARWELL ROAD DETOUR" AT LEAST ONE WEEK PRIOR TO CLOSURE TO NOTIFY PUBLIC. 1 1 Q -10 i \ ROAD CLOSED AHEAD \ W20-3 (48"x48") M4 -10R (48%18") NIXT RIGHT � ��` SP -4R (42"x12") NOTE: SEE SHEET TC13 FOR w14-10Lfi (48"x18") % ROAD DETAILS ON SIGN PLACEMENT 1 CLOSED AND SPACING R11-2 (60"x30' NIXT LEFT SP -4L (42"x12" ROAD CLOSED LU 2,500 FT" I.. W20-3 (48 x48) I 1 1 n NOTE: SEE SHEET TC13 FORkm�` �44 �I iso, �` ® 2 • WN M4 -10L x1b AND SPACING T;4 DETAILS ON SIGN PLACEMENT CLOSED ,It , j� SAY "NEW HOPE ROAD CLOSED FOR CONSTRUCTION STARTING (ENTER DATE); USE POOLE ROAD AND BARWELL ROAD DETOUR" AT LEAST ONE WEEK PRIOR TO CLOSURE TO NOTIFY PUBLIC. k I, NEW HOPE ROAD CLOSURE DETOUR ROUTES r4o� SCALE: 1"=1000' NORTH �OFRA<t� CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��. °•'••r" o �� SANITARY SEWER y caR IMPROVEMENTS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # VINTAGE ROAD, TRESTLEWOOD LANE, TEABROOK COURT AND NEW HOPE ROAD CLOSURE DETOUR ROUTES CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN W20-3 (48"x48") CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # DETOUR ROUTE TABLE ROAD CLOSURES EJB DETOUR ROUTE # STREET NAMES VINTAGE RD. CLOSURE PROJ. MGR. 5 > 2 POOLE > MAYBROOK > TRESTLEWOOD >> TEABROOK > TALSERWOOD > VINTAGE 1A > 1B TALSERWOOD > TEABROOK >> TRESTLEWOOD > MAYBROOK/POOLE TRESTLEWOOD LN. CLOSURE 3B > 1B TRESTLEWOOD >> MAYBROOK/POOLE 1B > 3A MAYBROOK >> TRESTLEWOOD TEABROOK CT. CLOSURE 2 > 5 TEABROOK > TALSERWOOD > VINTAGE >> POOLE > MAYBROOK 1B > 4 > 1A TRESTLEWOOD > MAYBROOK >> POOLE > VINTAGE >> VINTAGE > TALSERWOOD > TEABROOK NOTE: CONTRACTOR SHALL PLACE DETOUR SIGNS IN PROPER LOCATIONS PER THE MUTCD GUIDELINES FOR EACH DETOUR IN USE. L • A 1A CA R��'�i SEAL Z� 4 - LAI t�t��ki` v v McICM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn L Sia.-- � • ��Ra°•�i ,.. � �� 00.o� , M4 -10R -4 CONTRACTOR TO INSTALL VARIABLE ELECTRONIC MESSAGE BOARD TO SAY "NEW HOPEROAD CLOSED FOR CONSTRUCTION STARTING (ENTER DATE); USE POOLE ROAD AND BARWELL ROAD DETOUR" AT LEAST ONE WEEK PRIOR TO CLOSURE TO NOTIFY PUBLIC. 1 1 Q -10 i \ ROAD CLOSED AHEAD \ W20-3 (48"x48") M4 -10R (48%18") NIXT RIGHT � ��` SP -4R (42"x12") NOTE: SEE SHEET TC13 FOR w14-10Lfi (48"x18") % ROAD DETAILS ON SIGN PLACEMENT 1 CLOSED AND SPACING R11-2 (60"x30' NIXT LEFT SP -4L (42"x12" ROAD CLOSED LU 2,500 FT" I.. W20-3 (48 x48) I 1 1 n NOTE: SEE SHEET TC13 FORkm�` �44 �I iso, �` ® 2 • WN M4 -10L x1b AND SPACING T;4 DETAILS ON SIGN PLACEMENT CLOSED ,It , j� SAY "NEW HOPE ROAD CLOSED FOR CONSTRUCTION STARTING (ENTER DATE); USE POOLE ROAD AND BARWELL ROAD DETOUR" AT LEAST ONE WEEK PRIOR TO CLOSURE TO NOTIFY PUBLIC. k I, NEW HOPE ROAD CLOSURE DETOUR ROUTES r4o� SCALE: 1"=1000' NORTH �OFRA<t� CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��. °•'••r" o �� SANITARY SEWER y caR IMPROVEMENTS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # VINTAGE ROAD, TRESTLEWOOD LANE, TEABROOK COURT AND NEW HOPE ROAD CLOSURE DETOUR ROUTES CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN W20-3 (48"x48") CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL VERTICAL: STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON SCALE M&C FILE NUMBER TC1 HORIZONTAL: DRAWING NUMBER 1"=40' VERTICAL: TC 1 1 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON O 4-10R (48"x18"y' ,o X1802 1'A M4 -10R (48"x18") , -� 00 / .� M4 -10R (48"x18") , 1 \ , �+ \ / TYPE III ARRICADE WITH R11-2 4 d \A 4-10L 48 x18") \ s 1a f VIC AN a , r M4 -10R (48"x18") t r NI 90 DUKE POWER ' ENERGY EASEMENT M4 -10L (48"x18") <_ I 000 HERITAGE MANOR DR,. \ \ \ 0 a p w Ljj 200 R/W5 p: a DUKE ENERGY T ANSMISSION R/W I DB127 PG. 85 CONTRACTOR TO INSTALL VARIABLE ELECTRONIC�e Ij MESSAGE BOARD (HERE AND AT MAYBROOK/POOLE) TO SAY "MAYBROOK DRIVE ., CLOSED SOUTH OF TRESTLEWOOD, HERITAGE, MANOR DRIVE DETOUR AVAILABLE." AT LEAST ONE ' WEEK PRIOR TO CLOSURE TO NOTIFY PUBLIC. I ": o - aby ` 4 R J A t •E � P 70 • �,. � � ®��� l�ti �,� OLD OGLE RD. _ -. M1 � �w jAA MAYBROOK DRIVE CLOSURE - DETOUR ROUTE SCALE: 1"=200' NORTH LREVISIOA v v Mc K 1 U\4 & C M E D 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn .A I � a O LOCKWOOD FOLLY LN. ZZP ;� 2q6 <S' �NGyO O RN LN Vv/Nkv, �. , 00 O s ' TO NEW HOPE ROAD TO POOLE RD iy mss,. tK JJfG t Q � ' O w r 200' R W DUKE ENERGY TRANSMISSION /W DB1271, PG. 85 NORTH HERITAGE MANOR DR PRONGHORN LN., BRIGHTWELL LN., AND LOCKWOOD FOLLY LN. DETOUR ROUTE SCALE: 1"=200' of R,44 CITY OF RALEIGH- PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��. °• ••” o SANITARY SEWER y C IMPROVEMENTS DETOUR ROUTES CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # DETOUR ROUTE TABLE ROAD CLOSURES DETOUR ROUTE # CHECKED STREET NAMES MAYBROOK ® DRUM INLET/PRONHORN BRL 3 NEW HOPE > MAYBROOK > MAYBROOK VERTICAL: 3 2B 4 NEW HOPE > MAYBROOK > MAYBROOK >> LOCKWOOD FOLLY > DRUM > > INLET >> MAYBROOK MAYBROOK BETWEEN DRUM 3 > 113 > 4 NEW HOPE > MAYBROOK > MAYBROOK >> BRIGHTWELL > MILROY > INLET/PRONGHORN AND LOCKWOOD PRONGHORN >>MAYBROOK 4 > 2A > 3 MAYBROOK >> DRUM INLET > LOCKWWOD FOLLY >> MAYBROOK > FOLLY/BRIGHTWELL MAYBROOK > NEW HOPE 4 1A 3 MAYBROOK >> PRONGHORN > MILROY > BRIGHTWELL >> MAYBROOK > > > MAYBROOK > NEW HOPE MAYBROOK ® LOCKWOOD 5 > 4 EVA MAE > WINWAY > NORTHPINES >> MAYBROOK FOLLY/BRIGHTWELL AND BETWEEN LOCKWOOD FOLLY/BRIGHTWELL AND MAYBROOK DR. 4 > 5 MAYBROOK >> NORTHPINES > WINWAY > EVA MAE NOTE: CONTRACTOR SHALL PLACE DETOUR SIGNS IN PROPER LOCATIONS PER THE MUTCD GUIDELINES FOR EACH DETOUR IN USE. NORTH HERITAGE MANOR DR PRONGHORN LN., BRIGHTWELL LN., AND LOCKWOOD FOLLY LN. DETOUR ROUTE SCALE: 1"=200' of R,44 CITY OF RALEIGH- PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °��. °• ••” o SANITARY SEWER y C IMPROVEMENTS DETOUR ROUTES CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL AS STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON M&C FILE NUMBER SCALE TC1 HORIZONTAL' DRAWING NUMBER AS VERTICAL: TC 1 12 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON 0 TAPER LENGTH DETAIL B 2E 2'. DETAIL A C O r BNd1pER TAPEA .. .... . ... ... END WORK EXIT RAMPS a' Q D p ® ROM WORK 4BOX24" 4B"%412 B� MAIN ROADWAY WORK ZONE Q F r-pM Cn ITT -i 500' CONSTRUCTION loon' - - - - - - - - - - EZ-E2C=iV LL —I Hti Z Z S FH --i D LIMITS PLACE S.- BEY01G 9HDNLDER MMBTMTE ETERNAL p @ Ln S Op7Dn--i _ Z D m -D 1:1 IT CANNOT BE [MBTALLE➢ ` ^ WQQLL V (/) 0 O J H CONSTRUCTION LIMITS Oq y. .NWq H 0,= p CS TS Q I --I ,. « — « — — — — — — — — — — — « — 2 Z�OIr-I q7 � �EwO J n22Z K ;v? DO ;Q H " D D D ENo ROAD WOM 4B'O'X24" Z Hti — — — f y NOTE: SIGN NOT REQUIRED IF MVAXCE WARNING SIGNS HAVE BEEN PLACED ALONG -Y- LINE F D ALTERNATE ORANGE & WHITE 1..1 cn E THAT RA11P INTERSECTS. IFI IIIIUCTION LIMITS ARE AT ENG DF RAMP, PLACE SIGN N FH T Zi IGS AT END OF RAMP. , w nT lootCONSTRUCTION 500' LIMITS 3G r MINIMUM / / 1 �—TYPICAL IS 9G 105 12G DETAIL C O EOM GOADWORK020-2a 4g -X24- O 2" WORK 9P 45 BETWEEN STRIPES CD -LL 48' ENTRANCE RAMPS Z N AND FREE OF MY COLORED PAINT Iti N O- MAIN ROADWAY WORK ZONE - - - - - - - - - - Z GENERAL NOTES 1- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS. Zm -n m Gs a Ir -I - - - ' Cr C'3 LL N = �N v W 45 5� CDNSTRUCTI OX LIMITS /� CdC Z V G r C S 2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS COVERED. IF LIMITS ARE NEAR RAMP TERMINAL SIGNS SHOULD H Z ��I/1x 450 z D BE PLACED NEAR TERMINAL H LO Z Z 3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR WORRKK AH61D Q Z Lig G M m SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAY ONLY 260-1 48"X48" 4 vi v 0 DIE USE APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED. Z L7 GENERAL NOTES w IA R> v 4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. 1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL, OR PREFORMED WEIGHTED BASE Q N Z v N 5- USE 3LB STEEL U -CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL 1094-1(B), Q Z Q ~ DETAI L D D U -CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL _Y_ LINES C/3 > J Z 540 NON -RETROREFLECTIVE DRUM SURFACES. SHOW THE LETTERS AND NUMBERS USING A BSO 3 G: Z TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U -CHANNEL POST ARE ALSO MAIN ROADWAY WORK -EU) 2 H _ _T ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U -CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110. I I 0.OA0 azo za ENo 11T 111 NWIOEM M V W LL O 715 -1 48„X24, 0.0M WORK 420x B 4a z Z Gi w 6- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01. 500' 50 0' W Z 539 I I N (n 7- DO NOT BACK BRACE SIGN SUPPORTS. -Y- LINE IISHEET 1 OF1 B- TWO-WAVRED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI -LANE ED IF THE EARRICADE IS STRUCK BY A VEHIOLE. O FACILITIES ES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE tt 11 Bo0' ENGINEER. elD 020-2a O IoM ROM W00.0. W00.0. CONSTRUCTION 4B"X24" 3 LEGEND HSTATIONARY SIGN —DIRECTION OF TRAFFIC FLOW W20-1 LIMITS 4a"x4a" DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS ANG INCREASE SIGN SPACING TO 1000'+J-. HEET 2 OF3 SHEET 2 OF 3 1101.01 v TAPER LENGTH Z Ua TOP 111” (n C DIAMETER BNd1pER TAPEA .. .... . ... ... DF� NOT TO EXCEED BASE DIAMETER Q Q ® F m (n ORANGE ULTRA VIOLET w 0 C27 . z LL J F ITT = --1STABILIZED Hti --i =r IMPACT RESISTANT PLASTIC Z 0 0 S O nLU O 0 STZDITT PLACE S.- BEY01G 9HDNLDER MMBTMTE ETERNAL HU62OO ,. O O -D 1:1 IT CANNOT BE [MBTALLE➢ Q 2 z Vr�T 2 I -I ow n �D TIRE BALLAST U))I- 0om� D 11 Z ti 20 11 15 HEXTERNAL DI ME 35"(MIN) TO 35"(A) Td 00 Lu Z N B" STRIPES TYPICAL CIRCUMFERENTIAL T 0 eD 25 15 ALTERNATE ORANGE & WHITE 36 45 RETROREFLECTIVE STRIPES, 05 IGS 2 ORANGE & 2 WHITE COVERING 125 30 ENTIRE OUTSIDE 3G m MINIMUM / / 1 �—TYPICAL IS 9G 105 12G Z 3" TYP 155 Too 2" LLLL 45 BETWEEN STRIPES CD (n ALL RUBBER COLLARS MUST BE BLACK IN COLOR Z 2 AND FREE OF MY COLORED PAINT Iti (n i BALLAST COLLAR SHOULD HAVE GOOD GDNTAGT WITH THE BARREL FLANGE AND BALLAST OUTER EDGE MUST LAY FLAT WITH ROM SURFACE 50 > DRUMS THAT USE TIRE SALLASTS ME MANUFACTURED C] Z v SPECIFICALLY FOR THAT PURPOSE. DO NOT USE TIRE BALLASTS WITH OTHER DRUM DESIGNS. Q C 45 45 90 C M 150 a 3 v 450 z D v 50 50 2 150 � D 21" MIN. TO 24" MAX. rn 550 DIAMETER 2 � Z L7 GENERAL NOTES " J -n 1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL, OR PREFORMED WEIGHTED BASE Z O METHODS. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER. DO NOT PLACE BALLAST w ED ON TOP OF THE DRUM. 120 150 2- IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON 340 360 420 460 540 NON -RETROREFLECTIVE DRUM SURFACES. SHOW THE LETTERS AND NUMBERS USING A BSO 720 NON-RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT. 56 130 3- USE TYPE 3 OR HIGHER HIGH INTENSITY PRISMATIC SHEETING. 260 320 309 A55 520, 4- SEE THE DEPARTMENT'S APPROVED PRODUCT LIST 650 715 AT https://apps.dot.state.nc.us/vendorlapprovedproducts. 5- REFER THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION. 70 HEET 1 OF 1 SHEET 1 OF 1 11130 W 0 1 1130 W 0 1 v p m _'10 H' Z wCAOO E_n co ITT 0Z _ sv>>m Tz S Cn00 z,�mr-7T 00� nnD 0 0 en 0 Z "rl m �c H m 0 H C) H � 02 m Z `� EnC7 Z m z �D0 OQ 0 M r a i M A ZEn H ED m No r— Z L7 D H N ..♦ -71 O 0 W 2 r - M (A EXAMPLE OF nLn & "W" DESIGNATIONS SHLD, NO. W► NOW • • W SHLD. TAPER LENGTH CRITERIA FOR CHANNELIZING DEVICES IN WORK ZONES TYPES OF TAPERS TAPER LENGTH UPS71REAL TAPER QUICK REFERENCE -. "L" 019TANCE TABLE --I. TAPER ............................................... 1 WIx1NM .I-- TAP EW ........ .. .... Y;, 4 WIMIMM BNd1pER TAPEA .. .... . ... ... .. .....N L - TWO MY TRAFFIC TAMA........ .. .. .. ... .. 460 IN FEET MAX.— I} W"TREAM TAPER ..... ... . ......... .. ..... .. ...... 100 AEP' —1" GENERAL NOTES 1- TABLE FDR 'L" DISTANCE IS BASED ON CHANNELILATION TAPER FORMULA FROM THE M.U.T.C.D, WHERE: SPEED LIMIT FORMULA 40 MPH DR LESS L16W= WN S`3 60 45 MPH OR GREATER LMIN W X S L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE) W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE) S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN INH 2 "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS AND TRANSITIONS. CHANNEL IZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS, BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS. SEAL LREVISIONSJ a� H- �a FZ-1 OE CJ 00(l CC Z LL 'Z�SO,C=-r cn W _ LK 7 Z Hy OL H UU w O O W J CID t7 p 4 LL PJ H Q Z Z W CC Hti Z W N Z CCN O Uj 2 2 © 0 U Lu o v Q ZW LU `HLA~ Lu < Hti C70 > Hy w ZLL J LLI LL cc llo- CAR SEAL A E55lp�f��'9 r. V-2 4 - op 4 0 v TYPE III BARRICADE TYPE III BARRICADE Z O CT )Eo QUICK REFERENCE -. "L" 019TANCE TABLE 206 1090 N--1 H Z a p� EHO DF ROADMY APPLICATIONS MAXIMUM (SEE NOTE 8) Q OS.. B.. MINIMUM LONGITUOINAL DISTANCE "L" (FEET) (ROUNDED VALOIS) m0m=- 46° 15• u J�H-IZ @ O w r•)'—I _TI Z D m POSTED sot" 2 Z ^ LL Q D O' MO NIMIIW FRn TRAVEL LANE. ECAT 10x6 POR 0POKOTAATExMA B.NON H- ( ) 0 (=+} LATERAL ■TOTN "!" IFEET) PLACE S.- BEY01G 9HDNLDER MMBTMTE ETERNAL Q I- iM F Z Z Hti r m © -D 1:1 IT CANNOT BE [MBTALLE➢ B {MPSI] f 2 3 i 5 6 7 R 9 10 11 12 20 11 15 2tl 30 35 - 50 5s 50 7D RS eD 25 15 25 36 45 65 65 75 BS 05 IGS 115 125 30 15 3G 45 W IS 9G 105 12G 135 150 155 Too 35 25 45 65 115 105 125 145 165 165 205 225 245 40 30 55 50 110 135 100 275 240 270 245 320 45 45 90 13S 150 225 270 315 NO 405 450 445 540 50 50 100 150 200 250 300 350 440 450 500 550 690 SS 56 110 165 220 275 330 101 4411 4111 550 605 559 60 60 120 150 240 1 340 360 420 460 540 600 BSO 720 Ss 56 130 195 260 320 309 A55 520, 615 650 715 760 70 70 149 219 254 1 350 b2'G 409 569 539 TO4 774 540 GENERAL NOTES 1- TABLE FDR 'L" DISTANCE IS BASED ON CHANNELILATION TAPER FORMULA FROM THE M.U.T.C.D, WHERE: SPEED LIMIT FORMULA 40 MPH DR LESS L16W= WN S`3 60 45 MPH OR GREATER LMIN W X S L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE) W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE) S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN INH 2 "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS AND TRANSITIONS. CHANNEL IZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS, BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS. SEAL LREVISIONSJ a� H- �a FZ-1 OE CJ 00(l CC Z LL 'Z�SO,C=-r cn W _ LK 7 Z Hy OL H UU w O O W J CID t7 p 4 LL PJ H Q Z Z W CC Hti Z W N Z CCN O Uj 2 2 © 0 U Lu o v Q ZW LU `HLA~ Lu < Hti C70 > Hy w ZLL J LLI LL cc llo- CAR SEAL A E55lp�f��'9 r. V-2 4 - op 4 0 v TYPE III BARRICADE TYPE III BARRICADE Z O CT )Eo T7 N•-4 � 206 1090 N--1 H Z a p� EHO DF ROADMY APPLICATIONS MAXIMUM (SEE NOTE 8) Q OS.. B.. �mc7v m0m=- 46° 15• u J�H-IZ @ O w r•)'—I _TI Z D m LAT€RAL CLEARANCE: l IM IT 2 Z ^ LL Q D O' MO NIMIIW FRn TRAVEL LANE. ECAT 10x6 POR 0POKOTAATExMA B.NON H- ( ) 0 (=+} CO Q 'D PLACE S.- BEY01G 9HDNLDER MMBTMTE ETERNAL Q I- iM F Z Z Hti r m © -D 1:1 IT CANNOT BE [MBTALLE➢ w LL 0 J [jJ tH n PLDWe. IE 6TdN IP PIACFD nTHIx A WE CLDMME DR ON TRE p 4' CID X • ECZ D T—ILMY THE LYEARMCE Z " > APPLIES FG. THE DPEM LANE -,b O O Cn D 1wn Z (� (n �CC r. MOUNTING HEIGHT DIMENSIONS: HOW m -LAN, TWD. MT RO4OMR: y 7NCLRGNM3 ILI d IMM IRTH CO TIMU00% LEFT TWT] LARE9, C j SNE THE HETpE IETNEEx ROALM Y TD 91ON SHALL Z Z Ai m V 8E r W-ZaSm. - Z OrS Z H FOR ALL Ong RLNLiR19 TNI -El— 011MUEN Q m WPRMY TO 11TO'I SHALL BE S ■IMI.MLM. LL w > ..............................-_-_.-------.____--_-___. -I co 2 Cn �1 TRAVEL LANE PAVED SMOULDER Z 3 W cc O SHOULDER POINT LL = D — IE SLRPLENEMTAL EMIL IE REMIREO ® O w -I Z LSF A ]_ W141MN www TD MIN 11W w O D /RA WITH A 0' MIN [ELM HE]OHT TO wAMEI J FWW W 06 1 O 5- USE TYPE VII OR HIGHER PRISMATIC RETROREFLEGTIVE SHEETING ON BOTH SIDES OF THE a m p BARRICADE RAILS. J Z Go 11 Z 6- BARRICADE MUST BE NCHRP 350 FOR CATEGORY II DEVICES AND NCDOT APPROVED WITH STABILIZER C7 W r M BAR OR ADEQUATE LATERAL BRACING. HM J w HN > v 2- FABRICATE STOP -SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL, = 2 n(nCz) 7- ASSEMBLY OF THE GENERIC BARRICADES MUST BE SELF CERTIFIED BY THE ASSEMBLER. Q r I..1 LEVEL. IIL n� _71 8- BARRICADES USED TO CLOSE A ROADWAY SHALL EXTEND ACROSS THE ENTIRE ROADWAY. WHERE Z � a cc LOCAL TRAFFIC MUST BE MAINTAINED, THEY MAY BE PLACED IN A STAGGERED PATTERN. co Co M Z 7D O GENERAL NOTES Lu 0 H 0. Z n 1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO 0 rn APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTEO BEHIND TRAFFIC CONTROL DEVICES SUCH AS � T DRUMS, BARRIER, OR OTHER OBJECTS.. CD O 2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EMCEED THE RECIUIREME14TS OF NCHRP 350 FOR Z 2 CATEGORY II DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR w ONE ANOTHER. 3• ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST AT https:/lapps.dot.state.nc.us/vendorlapprovedproducts. HEET 11OF11 AT https://apps.dot.state.nc.uslvendorlapprovedproducTs. 1110.021 v o TYPE III BARRICADE TYPE III BARRICADE o H 206 1090 65 36 EHO DF ROADMY APPLICATIONS MAXIMUM (SEE NOTE 8) Qy OS.. B.. < U_ 3 D> y -n = 46° 15• FZ Q CX5 V mpm��I r- LL_j0- z D t2" NA%. B' TVP. O p orD = C)C:, 0 570 2135 ^ 55 646 2285 u.IQZLL U) 2 O 5'TT 730 2460 470 ZUSyo • 620 2580 Ll J [j) H 2� 30 D 5' MIN. .ALTERNATE ORANGE & WHITE STRIPES v. P. ALTERNATE ORANGE & WHITE STRIPES -,b O O Cn D 1wn z F4 FRgI eRtlLIIO t0 aOf1Tl! OF aTME v 0a (n �CC m s n) STAB] LI2EP BAR flEOUIRE07 STABILIZER SAR REOUIREON (SE£ NOTE bj (SEf NOTE 81 w p r BOWER MA TT FLEDT�N ZED eLn RFA BLAGN REFLECTION2FB x. - ... -- -- -­------------------ WALMn0u10.RE0 .EPN-ECTIN11LEb BaexGRDun-eX,,vWRE neFLECTq@tap TRAVEL LANE PAY 0 SHOULDER cr LL 1--I GENERAL NOTES 0 U) W = 1- HORIZONTAL RAILS FOR MAY BE OCNSTRUCTED OF APPRGVED COMPOSITE, HOLLOW/CORRUGATED ,V mOen EXTRUDED RIGID POLYOLEFIN, HIGH DENSITY POLYETHYLENE, OR OTHER NCDOT APPROVED MATERIAL. N Z 2- BARRICADE SHALL BE LIMITED TO A MAXIMUM LENGTH OF 8 FT UNLESS NCHRP 350 CRASH TESTED C y > FOR CATEGORY II DEVICES AND NCDOT APPROVED. W m Z 3- ONLY NEDOT APPROVED COMPOSITE AND ROLL -UP SIGNS MAY BE MOUNTED ON THE BARRICADE RAILS. ¢ O O MOUNT SIGNS TO BARRICADE RAILS TG ENSURE SIGN WILL NOT BECOME DETACHED UNDER NORMAL LL r WIND AND TRAFFIC CONDITIONS. A H REFERENCE POINT C3 C4 2 4- SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT FROM THE GROUND TO THE BOTTOM OF THE SIGN Z I -r FWW W UNLESS SIGNS R11-3 OR R11-4 ARE REQUIRED BY THE PLANS OR DIRECTED BY THE ENGINEER. AIC VR a —{ 5- USE TYPE VII OR HIGHER PRISMATIC RETROREFLEGTIVE SHEETING ON BOTH SIDES OF THE 2 W Z BARRICADE RAILS. J Z Go 11 a H ➢ 6- BARRICADE MUST BE NCHRP 350 FOR CATEGORY II DEVICES AND NCDOT APPROVED WITH STABILIZER ,_,,,, LA. 2 BAR OR ADEQUATE LATERAL BRACING. Q w HN > v 2- FABRICATE STOP -SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL, cc TIT2 7- ASSEMBLY OF THE GENERIC BARRICADES MUST BE SELF CERTIFIED BY THE ASSEMBLER. Q H~-•1 v LEVEL. IIL 77 8- BARRICADES USED TO CLOSE A ROADWAY SHALL EXTEND ACROSS THE ENTIRE ROADWAY. WHERE H- Q co LOCAL TRAFFIC MUST BE MAINTAINED, THEY MAY BE PLACED IN A STAGGERED PATTERN. co Co Z 9- STRIPESON WORK ZONE BARRICADE RAILS SHALL BE ALTERNATE ORANGE AND WHITE U) U-) RETRORE FLECTIVE STRIPES, SLOPED DOWNWARD TOWARDS THE SIRE WHICH TRAFFIC IS TO PASS OR H TURN IN DETOURING. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLC:PE DOWNWARD .J T TCWARD THE CENTER OF THE BARRICADE OR BARRICADES. CD O 1 1 5 0.0 1 Z 2 10- USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES. w 11- SEE THE DEPARTMENT'S APPROVED PRODUCTS LIST AT https://apps.dot.state.nc.uslvendorlapprovedproducTs. 12- PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION'S NCHRP 350 APPROVAL LETTER NUMBER ON BARRICADE FRAME. 13- PLACE SANDBAGS OR OTHER APPROVED BALLASTING METHODS ON THE FEET OF THE FRAME. DO NOT PLACE SANDBAGS ON TOP OF A STRIPED RAIL OR STABILIZER BAR. DO NOT BALLAST BARRICADES BY HEAVY OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE IISHEET 1 OF1 SHEET 1 OF 1 11145.01 IF THE EARRICADE IS STRUCK BY A VEHIOLE. 1 145. 0 45.0 1 DO -n C m 'n z �T "M ITT (7 Irl E0 CU3 D Z� m �2 90 r,> W w M O Q 0 O E"� CE7 (n Z O > ya m Ow r M (n DESIGN SPEED (MPH) MINIMUM SIGHT DISTANCE STOPPIMS BIGHT DISTANCE PASSING SIGHT DISTANCE (FfBT] 1PEfT) MINIMUM LONGITUDINAL SUFFER SPACE (FEET) 30 206 1090 65 36 250 1254 120 40 305 1410 165 45 360 1625 195 54 425 1035 240 55 405 +055 2600 ab 570 2135 345 55 646 2285 405 70 730 2460 470 75 620 2580 540 Bo 910 2560 6l5 GENERAL NOTES 1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS. 2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOR WET AND LEVEL PAVEMENTS. 3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2 -LANE, 2 -WAY ROADWAYS STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED. 4- USE Or MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT Or PAVEMENT MARKING PASSING/NO-PASSING ZDNES FOR 2 -LANE, 2 -WAY ROADWAYS. v v McKEW&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn o� H < UL _j Q ��ONO.1 �=~zw U) LLOJ aLIDUl z z EH �N a ►fir LU O O CA J w o d L_ 4 CD ~ Z Z a � U) I�-/ix cc L3 U.11 j a � Z w a H Z Q IL M Q (� Lu LL LL LL w Co a CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # v FIT JANUARY 2016 z a H _ DRAWN W H 2 W€c@1ENOE@ ¢ ¢ . r- r mCn LL " SODS ; 2-1 s STOP/SLOW PADDLE FLAGGER AND PADDLE PLACEMENT v v 0 z Z = -n 2 D IIT RLY CC Z ^ SOO BORDER AREA 15"_ H- C.7 CC O _Z Z" -t1 r -E1 EJCn�D BcmDER ,34'A _ ~ Z LLl �M��OZ+'W SSD 350 Z .Hy 350 aro 1CUD' NZ■1UJ� (i() I O L O_ d L1J Z {��J � M" 'I. TVA' SIM, S:4'" �QI I� BODE T@ lE ELErNTE@ i LSI o ( 55) 1wn ls90 FRgI eRtlLIIO t0 aOf1Tl! OF aTME v 0a STOP slow �CC m LEGE n- I E 1CTp 12E9 LEDE RL R€FLECT pjXfD cr Z O BOWER MA TT FLEDT�N ZED eLn RFA BLAGN REFLECTION2FB x. - ... -- -- -­------------------ WALMn0u10.RE0 .EPN-ECTIN11LEb BaexGRDun-eX,,vWRE neFLECTq@tap TRAVEL LANE PAY 0 SHOULDER cr LL 1--I SHOULDER NOM: FOR OPEMTIOwN THAT ARE METRICTEO FROM OMEN TO OAMM ONLY, POINT 0 U) W = ME 1EFLECTIMIZEO REGIMEN, SONI EAS ,V mOen N Z C y > W p = pr- 1E/ D A M v REFERENCE POINT Z 10 z O O D ei> Z GENERAL NOTES J = Go 11 {,] 1- USE HAND SIGNALING DEVICES SUCH AS STOP•SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC. ,_,,,, LA. USE STOP, SLOW PADDLES AS THE PRIMARY DEVICE. J -n 'Q w 2- FABRICATE STOP -SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL, C D Z LII TIT2 PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND LII LL 760 LEVEL. U I.-, M 3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION IREFER TO STO. 1101.11 Cn N SHEET 2). a- F3 (n 4• ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS. 5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HEETr 1 D_ F 1 SHEET i or 1 6- ALL FLAGOERS MUST BE CERTIFIED BY AN NCOOT APPROVED SOURCE, 1 1 5 0.0 1 CU En JANUARY 2016 Z CHARY DRAWN EJB D W€c@1ENOE@ Zcc HN.4 nX mT=.� @I STANCE BETWEEN "v0 _ LL _j H� -H D O0W= swamISH- - z RLY j Li- CC t} 2 z,=�Cn mE_M ¢�=~zw cnl-•LLOJ . OpH r]=-wz 1109 avU SSD 350 Z .Hy 350 66 ~ H (i() I O 600 O_ d L1J Z O ( 55) 1wn ls90 P7Go 0a �CC HSTATIONARY OR PORTABLE SIGNS o Q� � I"- r- y 71 DIO.AMCE Tp 1. Dim I... OCAF,tT FDR A1ti pOyGECUTNVE BIGNR L DlBTw10E TO 9RO B[Gx 010TNYCE TO EIG BIYI L 0]RTAIC.E TO vWT S] � � Z Z H C 1-1i'�cn mOen GHz Z C y Dz raw o W cn p = nO a CE CC M 37 REFERENCE POINT d 'Q Cr 10 Z � I.W. Lrnl� 1-4 Z FSH-• = Go 11 O Z C/) O LL Z TIT2 LII LL 760 - U I.-, M GENERAL NOTES Cn N a- F3 (n 1• REFER TO 2009 MUTCD. 2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED. 3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARTOUS CONDITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC. HEFTn4 Qr 4 hz� �OFRA�� CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK o SANITARY SEWER y C IMPROVEMENTS ADVANCE WARNING SICK JANUARY 2016 SPACING CHARY DRAWN EJB DESIGNED W€c@1ENOE@ CHECKED CLW, JSL @I STANCE BETWEEN 83QN8 POSTED SPEED LIMIT (WPM I 1FEEE1• RLY R.�A 5 48 204 1109 200 44-eG 350 3S0 350 66 6W 544 600 caNTWOLe€D AecE es RDAs ( 55) 1wn ls90 P7Go DETAILS CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SH K, BRL CHECKED CLW, JSL PROJ. MGR. BRL M&C FILE NUMBER SCALE TC1 HORIZONTAL: NA VERTICAL: NA 'STATUS: DRAWING NUMBER TC 13 FINAL DESIGN REVISION NOT FOR CONSTRUCTION p NOTE: WING BARRICADES WITH SIGN 1111-3 Z p m H NOTE: USE SIGN R11-+ IF SHOULD ALSO BE USED AT SIDE ROADS 1 MILE 011 LE88 TO ROAD CLOSED 1111-q BETWEEN THE DETOUR POINT AND THE ROAD CLOSURE. TO "POINT OF CLO&1RE. (%� } H Z DPTIONAL: iHRU TRAFRC �} D H ® M O Cn m ROAD SO'R'T' 30" 8" X-30" ROAD cLaseD ROAD LL "Z ITT -I 1--I Z D AHOEAD ae" x ae" CLOSED -J, O O CA = O D f71 M4-10q(SHpYN) NE%T HFT 42" X 12" OR Y4 -10L w W Q Q W = •• Z= Om 1 B" Q U= OCl) H Z 2 O TYPE III WING BARRICADES TYPE III BARRICADE(S) H = LL Z W �Or 4 t CAF OJ ®o a D LENS SHEETING SIGNS. CU Z Iti = CO i O 1N a H 0 H U Z N y y WORK AREA 500'- 500'x 1500'x12 MILE- 500'i 500'x T LU 0 W . r eoW. � .ITN PAVED fi101lICER E.D.P. uPew . l' WIN. W 0 ROADROADROADCLOSED ROAD 4­2 MIN. 1 CLOSEDCLOSEDCLOSEDm EAD00000 FFQ NW20-3 Z 4B" X 48" x 48" 48" X 4B" 4B" % 48" OPTIONAL: - VI20-3 M20-3 W20-3CJ ® W 40" X 4B" LL CC Z CA CLOSE AHEAD 0 0- c� c O LN 8,,20-3 x 4B" Cc Z N T = 11 41 L••1 = m m NEAT MGHT 42" X 12" J D7 OA m D GENERAL NOTES < V 0 w Z .A Z 1- IF NECESSARY USE THIS STD. FOR TWO-LANE, TWO-WAY, AND MULTILANE DIVIDED AND UNDIVIDED 0 O D ROADWAYS. Cr O 0 AOA 0 1,X W20.7A 118" % 48„ 4B" X 4S" �„ X �„ Z O M 0 2- INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, 0 Z O m p O O = AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS (STATE OR CITY FORCES) UNLESS OTHERWISE DESIGNATED IN THE PLANS. PROVIDE A MINIMUM 21 CALENDAR AY NOTICE TO STATE FORCES BEFORE A ROADWAY IS } Lu cc c D F 600'. CAm r = O M CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL DETOUR ROUTE SIGNS, INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY I W O Z OTHER PARTIES AFFECTED BY THE ROAD CLOSURE. = O ® C H )L co M 3- INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE J Z m BARRICADES BEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND Z -1 BARRICADES WITHIN THE SAME CALENDAR DAY. Lu � U r. D 4- USEADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN LO PJ O L�H R11-4 "ROAD CLOSED TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED = Z y z D C 0 BEYOND THE DETOUR POINT. CO 0 " CL J M 0 5- DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD". Z LU cr W = y 6- POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE LEGEND W = O DIRECTION TOWARD WHICH TRAFFIC MUST TURN IN DETOURING. STATIONARY SIGN 7- USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY OR FOR � DIRECTION OF TRAFFIC FLOW EMERGENCIES. 0 HEFT 1 OF 9 �EET 1 OF 9 11101.03 /� 11 .03 v - Z p m Z O O � G� ' RG ,Li.GsnIN. g1C" HEX HEAD HOT DIPPED �} H Z r(0O0V7 GALVANIZED STEEL AND HARDWARE Q N¢CU O --1 C0 SIGN FACE LATERAL CLEARANCE: LL J O h -I HZ�=n O X -IROAD aB^x 30^ O0C11. l) cc O C.) =mDDm CLOSED mm Z HL)=00CD CJ) 2f�OC)T7 IFIWNY • I. YIN. 0.0. 3'$'• I .D. , UHLLO J Li = M Z TYPE III BARRICADE(S)5 � Q= `LDD LENS SHEETING SIGNS. Z - CO i O 1N a H 0 F WORK AREA Pn..0 • a• YON. f W . r eoW. � .ITN PAVED fi101lICER E.D.P. uPew . l' WIN. W 0 w MIN. 1 ASSEMBLY DETAIL 0 0 = W o a a a a Z I=y a m0 TO WIN r W 0 Z m Cp C B A BUFFER SPACE Q v w x IP" o c N ¢ = m m BE SW D 3 Z EXPECT PREPARED W j=} r DELAYS TO STOP �� O ® ~ W20-tB U N Z .!W u% = 1,X W20.7A 118" % 48„ 4B" X 4S" �„ X �„ Z O N y= Q O Lu � r m Cn .:.5.._� = V W y F 600'. o z _ N T o0 5 u) Cr ® N GENERAL NOTES 0 Q J O 7D0 OT Q O CU zOp DEVICES SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS THAT DETRACT FROM THEIR VISIBILITY, MOUNT THE SIGNS AT AN APPROPRIATE HEIGHT SUCH THAT THEY ARE CLEARLY VISIBLE TO ZCac CLOSED W2X APPROACHING TRAFFIC. p M C) DETOUR LOL r. D 2- MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR LO PJ O L�H U -CHANNEL SUPPORTS. PFRFORATFO SOUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS = Z y z D C 0 GENERAL NOTES CO 0 " CL J M 0 1- USE THIS DETAIL FOR OPERATIONS SUCH AS ERECTION AND REMOVAL OF OVERHEAD SIGNS, BRIDGE Z LU cr W = y GIRDERS, OR OTHER TYPES OF CONSTRUCTION WHERE THE ENTIRE TRAVELWAY MUST BE CLOSED TO W = O TRAFFIC. 0 D 5- SEE ROADWAY STANDARD ORMING 903,20 FOR WOOD POSTS. 6- SEE STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS, m p 2- IMPLEMENT THIS TYPE OF ROAD CLOSURE DURING PERIODS OF LOW TRAFFIC VOLUMES. DEPLETE 1 1 0.0 1 11110.03 D THE EXISTING TRAFFIC QUEUE BEFORE RECLOSING THE ROADWAY TO TRAFFIC IF MULTIPLE m 5- INITIALLY LOCATE THE CHANGEABLE MESSAGE SIGN APPROXIMATELY 2-3 MILES IN ADVANCE OF CLOSURES ARE REQUIRED. LEGEND O Cn 3- TRAFFIC CONTROL DEVICES ARE SHOWN FOR ONE DIRECTION OF TRAFFIC APPROACHING THE ROAD cn IF THERE IS NOT AN EXISTING CLOSURE, THE SAME DEVICES APPLY FOR THE OPPOSITE TRAFFIC DIRECTION. b PORTABLE SIGN N CmJ' EXPECTED TO BACK UP. CHASE VEHICLE (A) 4- REFER TO STD. 1101.11 FOR SIGN SPACING AND BUFFER SPACE. f FLAGGER 010 -DIRECTION OF TRAFFIC FLOW 5- LAW ENFORCEMENT MAY BE USED TO SUPPLEMENT FLAGGER, AS DIRECTED BY THE ENGINEER. STOP SIGN, INSTALL 9TDP AHEAD SIGNS WITH STOP SIGN AND STOP BAR. MEET SOF 9 SHEET S OF 9 1 1 0 1 .03 110 1 .0 31 o - Z M v� t --t Z o � C. I --I Z9iNiR ' RG ,Li.GsnIN. g1C" HEX HEAD HOT DIPPED <Q Q �T OOF) O O 'T1om GALVANIZED STEEL AND HARDWARE Z Z U r1OC7 M__4 z D SIGN FACE LATERAL CLEARANCE: LL DL " Z _ _ 2> m CURB A GUTTER W Q W H- U O {ry Cn 0 O Z ZE -0 SECTIONS DUNG a VFTTT. .1W. NYLON WASHER -�Y 9� "U"' CHANNEL POST „ H Z ~ Z Lj • C7 O, -r IFIWNY • I. YIN. 0.0. 3'$'• I .D. , CJD )° LL O J C i= W Z !,a" THICK, REQUIRED FOR ENCAPSULATED LOCKWASHER © O CO Q aW[irKllT LENS SHEETING SIGNS. Z ,�cr m Z PAVED anOULDO! NUT F CJ) Iti Pn..0 • a• YON. 1>-I T d 0 ZuPeAM . r eoW. � .ITN PAVED fi101lICER E.D.P. uPew . l' WIN. W 0 w =-n D D m 1 ASSEMBLY DETAIL qg"x1BLu � = W F, a 0 7 E,O. P. ELEYATLOII t •yA/ U Z I=y a m0 TO WIN r W 0 Z m V LEON TRNN Ol 11011 T' NIX. _ C5 _ Z w x IP" H O G7 1--I r °� KIONT 1 W UJ (Ii J T Z M a 2 - PAVED sHOULDER TRAVELWAY U U LU J < O (P z < y = WORK AREA H cc N LU 1 Z Fp p DIP^ - 4W' E1aEDPEWT 3W"y• CZ 0 < y= Q O Lu � C:G) M= D %� p .:.5.._� Q oJ6 0 m F 600'. Z `Z = _ N T o0 5 u) Cr -M= GENERAL NOTES Q LU C7 M Z 1- DIMENSIONS SHONN ARE MINIMUM VALUES. WHEN SIGNS ARE MOUNTED BEHIL� TRAFFIC CONTROL x r fi5 Ui DEVICES SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS THAT DETRACT FROM THEIR VISIBILITY, MOUNT THE SIGNS AT AN APPROPRIATE HEIGHT SUCH THAT THEY ARE CLEARLY VISIBLE TO I --r O O JO CLOSED W2X APPROACHING TRAFFIC. p C) DETOUR Z eZi W D Z 2- MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR Z Z (iIi O U -CHANNEL SUPPORTS. PFRFORATFO SOUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS CA O m ON A SINGLE SUPPORT,F04LOW MANUFACTURER'S RECOWENDATIIONS. THESE SYSTEMS SHALL BE 0 LL C F NCHRP 350 COMPLIANT AND NODOT APPROVED. 48" x 48" !8" 3• SEE STANDARD SP€CIFICATION 1069-1 FOR WORK ZONE SIGNS. Z CD o O '" 4- SEE STANDARD SPECIFICATION 1069.2 FOR WORK ZONE SIGN SUPPORTS. > C C) STOP R,-, 48^ X 4G" 5- SEE ROADWAY STANDARD ORMING 903,20 FOR WOOD POSTS. 6- SEE STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS, m HFFI 1 0'F5- $HEET 1 1 0.0 1 11110.03 /1�OF/�3 SEAL LREVISIOA SEAL �CAR i AT t�t��ki` v JANUARY 2016 Z m Z p m DESIGNED SEE NOTE 6 = 1"•I Z DHOZ O G Q CO O CROSSROADS (SHOWN) "T' H } Q F -L Z SPEED- PHE E OF PILOT ANO TRAFFIC IN FRONT CHASE VEHICLES OF PILOT VEHICLES H O T,'} W J H Z ROAD )R INTERSECTION - D FO -t O :q O D L7 T PILOT CAR CLOSEDT�4T + } Z = = O Ot F O m Cn � W < LL = U O W<<LL Q U CE O T� +8 as"'xsD" - W J O m Z L- = z W CAFWOJ d Z O C5 = Lu U')H- W O J O D CLOSED Y4 -10R (SHOWN) w =-n D D m 1 - FT► - - - - - - - - MIL'711,'d MILIII}.l 1^ 4 - B e�l.fe - - qg"x1BLu V? oz = F, a 0 7 10'- _ Z I=y a m0 LU 0 r r W 0 TYPE III BARRICADE(S) ~ LLL F F F F F CAF O =LLHtiJ D EAD PILOT VEHICLE SHCULO REACH STOP 20-18POINT BEFORE MORK IS BEGUN 48" X SUPPORT ZO�Er s z 0 3 Z y = WORK AREA H H OZ TWAFEIOM OF �' DETOUR acc H H � O N Q O Lu � C:G) M= O ~ �' O d s --I a N F 600'. F F F F 600'. 600'. 6001. T o0 r D D CLOSURES, ERECTION AND REMOVAL OF OVERHEAD SIGNS, BRIDGE GIRDERS, OR OTHER TYPES OF ENGINEER. USE NO MORE THAN TWO (2) MESSAGE DISPLAYS WITH ANY CYCLE. 0 U Q D v Z CONSTRUCTION WHERE THE ENTIRE TRAVELWAY MUST BE SLOW ROLLING OR CLOSED TO TRAFFIC. y ROAD v 7- START ROLLING ROAD BLOCK BY HAVING ALL VEHICLES LEAVE THE OUTSIDE SHOULDER AND 0 < J m W O > CLOSED W2X = O m W p ROAD DETOUR 4 ROAD +B" x qe" = N M M Z CLOSED AHEAD CLOSED • O W NOT PLACE IN EFFECT LONGER THAN 20 MINUTES BEFORE RE -OPENING THE ROADWAY UNLESS BLOCK. CLOSE ON-RAMPS/LOOPS OR STOP TRAFFIC ON SAME BETWEEN PILOT VEHICLES (B) AND W20-3 W20-2 W20-3 W3.1 _1 LL C F r r 48" x 48" !8" x 4B" 9B" x 48" 4S" x +B' a" X 24" Z CD o O '" ♦i Z 0 CO O N M > C C) STOP R,-, 48^ X 4G" Z N FH m ALL NECESSARY SIGNING BEFORE IMPLEMENTING THE ROLLING ROAD BLOCK.CD J M M O O c = Z CO x 5- INITIALLY LOCATE THE CHANGEABLE MESSAGE SIGN APPROXIMATELY 2-3 MILES IN ADVANCE OF W P a ITT M IA Lo O IF THERE IS NOT AN EXISTING Q / \ Or �I N CmJ' EXPECTED TO BACK UP. CHASE VEHICLE (A) Z STOP SIGN, INSTALL 9TDP AHEAD SIGNS WITH STOP SIGN AND STOP BAR. = D D HEET 3 OF/'►3 0 FLASHING ARROW BOARD, TYPE "C" 1 1 1 .O 1 0 O v W PORTABLE SIGN ANN OF TRAFFIC FLOW 0 Q W HEET 9 OF 9 SHEET 9 OF 9 1101.0 3 11101.03 = O 0 RECOMMENDATIONS FOR ANCHOR EMBEDMENT DEPTHS AND POST ATTACHMENT REQUIREMENTS. SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRIATE p 0 0 GENERAL NOTES C Z a =c O SHEET 2 OF 3 1- IF NECESSARY USE THIS STD FOR CROSS-ROADS AS SHOWN OR FOR "T" INTERSECTIONS ON < W r D TWO-LANE, TWO-WAY AND MULTILANE UNDIVIDED AND DIVIDED ROADWAYS. O Q Lu 00 O N 2- INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, M " (A Z AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS CO O O Z C !7 WILL BE MADE BY OTHERS (STATE OR CITY FORCES) UNLESS OTHERWISE DESIGNATED IN THE Ey PLANS. A MINIMUM 21 CALENDAR DAY NOTICE IS REQUIRED TO BE PROVIDED TO STATE FORCES CJD FC U m M O BEFORE A ROADWAY IS CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE Z W N y TO INSTALL DETOUR ROUTE SIGNS, AND TO INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT W PERSONNEL, SCHOOLS, OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE. 3- INSTALL SIGNS BEFORE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADESBEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND BARRICADES WITHIN THE SAME CALENDAR DAY. 4- POSITION BARRICADES SUCH THAT THE STRIPES ARE SLOPED DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN IN DETOURING. LEGEND 5- USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY, OR FOR F STATIONARY SIGN EMERGENCIES. IN THIS CASE, NO STOP BAR IS NECESSARY. DIRECTION OF TRAFFIC FLOW HEET 2 OF 9 SHEET 2 OF 9 11101. D3 110 1 v JANUARY 2016 Z m m p� EJB DESIGNED SEE NOTE 6 = 1"•I Z DHOZ ~ Z PROJ. MGR. Q CO O MESSAGE MESSAGE MESSAGE VEIDLE NO. 1 NO. 2 CHASE INTERIM IXBEHIND Q ZDHO = :C1 ITT Z m = SPEED- PHE E OF PILOT ANO TRAFFIC IN FRONT CHASE VEHICLES OF PILOT VEHICLES H O T,'} W J H Z H D �tlEA� TO STOP O 0 C15 = O D L7 T PILOT CAR ZQ = m Z D= CHANGEABLE MESSAGE INITIAL RaRInoN $ICN FOLLOW },1E OF PILOT AND PILOT VEHICLES IN GOTH LANES W < LL = U O W<<LL Q U CE O T� Q20 -a CHASE VEHICLES OF TRAFFIC 38" X 18" = v1 F=I-Z Z=_®O �pH L- = z W CAFWOJ SOIL REMOVAL) Lu U')H- W O J O D W y MD DL1d WORK AREA P� Oa HOC Z 1 - FT► - - - - - - - - MIL'711,'d MILIII}.l 1^ 4 - B e�l.fe - - z Cy F � � F, a 0 7 Z U O f A LU 0 r r W 0 Z N IQ 1 MILE IN. IQ IQ"2�4.1" (STUB) LOCARS FDR STOP CONDITION ONLY, EAD PILOT VEHICLE SHCULO REACH STOP 20-18POINT BEFORE MORK IS BEGUN 48" X SUPPORT .is Z c C'i F • O ("( z 0 3 Z Q o W o a m TWAFEIOM OF �' DETOUR acc H H � O 0 Q O Lu � C:G) M= O ~ �' O d s --I a GENERAL NOTES 3 J O J ~ O __j 1- THIS DETAIL IS INTENDED TO BE USED FOR OPERATIONS SUCH AS INSTALLATION OF LANE 6- DISPLAY CHANGEABLE MESSAGE SIGN (CMS) MESSAGES AS SHOWN OR AS DIRECTED BY THE �_ ° r D D CLOSURES, ERECTION AND REMOVAL OF OVERHEAD SIGNS, BRIDGE GIRDERS, OR OTHER TYPES OF ENGINEER. USE NO MORE THAN TWO (2) MESSAGE DISPLAYS WITH ANY CYCLE. 0 U Q D v Z CONSTRUCTION WHERE THE ENTIRE TRAVELWAY MUST BE SLOW ROLLING OR CLOSED TO TRAFFIC. 0 O W v 7- START ROLLING ROAD BLOCK BY HAVING ALL VEHICLES LEAVE THE OUTSIDE SHOULDER AND 0 < J m W O > 2- THE NUMBER OF PILOT VEHICLES SHALL EQUAL THE NUMBER OF LANES. THE NUMBER OF CHASE ACCELERATE TO NORMAL ROADWAY SPEEDS. WHEN NORMAL ROADWAY SPEEDS ARE ATTAINED, THE = O m W p VEHICLES SHALL BE ONE LESS THAN THE NUMBER OF PILOT VEHICLES. PILOT VEHICLES (B) WILL POSITION THEMSELVES SIDE BY SIDE AND THEN DECELERATE TO THE Q Z D 0 0 Z SPECIFIED ROLLING ROAD BLOCK SPEED. THE CHASE VEHICLE(S) (A) WILL CONTINUE TO 0 0 p 3- IMPLEMENT THIS TYPE OF ROAD CLOSURE DURING PERIODS OF LOW TRAFFIC VOLUMES, AND DO TRAVEL AT NORMAL ROADWAY SPEEDS BEHIND ANY VEHICLES IN FRONT OF THE ROLLING ROAD J Q 0 O F -I M O O D NOT PLACE IN EFFECT LONGER THAN 20 MINUTES BEFORE RE -OPENING THE ROADWAY UNLESS BLOCK. CLOSE ON-RAMPS/LOOPS OR STOP TRAFFIC ON SAME BETWEEN PILOT VEHICLES (B) AND F- cc Fy cc r r OTHERWISE SPECIFIED IN PLANS OR PERMITTED BY THE ENGINEER. IF MULTIPLE CLOSURES THE WORK AREA. LAW ENFORCEMENT MAY BE USED AS A SUBSTITUTE FOR ANY VEHICLE(S). DO O f -t T WILL BE REQUIRED, A MINIMUM PERIOD OF 20 MINUTES SHOULD TRANSPIRE BEFORE RE -CLOSING NOT BEGIN CONSTRUCTION IN ANY LOCATION WITHIN THE WORK AREA UNTIL THE CHASE _ Q OF J = y Z THE ROADWAY. VEHICLE(S) (A) HAS CLEARED THAT LOCATION. ♦i Z 0 CO O N M > C C) 4- SIGNS ARE NOT REQUIRED TO BE DUAL MOUNTED FOR UNDIVIDED MULTILANE ROADWAYS. PLACE B- RADIO COMMUNICATION BETWEEN ALL VEHICLES AND GROUND CREWS IS REQUIRED. J a J m ALL NECESSARY SIGNING BEFORE IMPLEMENTING THE ROLLING ROAD BLOCK.CD J M 9- REFER TO ROADWAY STANDARD DRAWING 1165.01 FOR ATTENUATOR DELINEATION. Z W 0 Z CO x 5- INITIALLY LOCATE THE CHANGEABLE MESSAGE SIGN APPROXIMATELY 2-3 MILES IN ADVANCE OF W P ft1 THE WORK AREA. IF IT IS ANTICIPATED THAT TRAFFIC WILL BACK UP TO THE CMS, THEN LEGEND Lo O PLACE THE CMS IN A LOCATION APPROXIMATELY I'2 MILE OR MORE PRIOR TO WHERE TRAFFIC IS � CHANGEABLE MESSAGE SIGN (CMS) CJN iPLY N CmJ' EXPECTED TO BACK UP. CHASE VEHICLE (A) Z O D �[l PILOT VEHICLE WITH TMA (B) Ll.k Q HEET 3 OF/'►3 0 FLASHING ARROW BOARD, TYPE "C" 1 1 1 .O 1 (fj (96"X46" MIN.), "CAUTION MODE" W PORTABLE SIGN ANN OF TRAFFIC FLOW HEET 9 OF 9 SHEET 9 OF 9 1101.0 3 11101.03 M JANUARY 2016 MCE PROJ. # Z m p� EJB DESIGNED o� = 1"•I Z DHOZ CLW, JSL PROJ. MGR. Q F "Oro D w_ •. Z OF) DI.ECT IDN OF SIGN SUPPORT 4 . Z D Gl E�73RM OF 0 12 HOD] 0 0 2 Z fm -1 _ LLJ LL �U 0200 FIT ., m Z eI.ECFIm OF TAMrtt W<<LL Q U CE O T� 2 COO O 0 POST TO ANCHOR FASTENER DETAIL L- = z z ,� a m �' SOIL REMOVAL) Lu U')H- W O J C7 Yl 2 - -1 REPLACEMENT OF BREAKAWAY fL 0 O Co M A D _ s„ NATURAL GROUND y SYSTEW INSTALLATION z Cy F U F, a 0 7 Z R GROUND SUPPORT LU 0 r O I (STUB) SION M> ITT :a -1 Z SUPPORT .is Z c C'i F • O ("( Q �,�ny V! a m TWAFEIOM OF �' DETOUR acc (.7 Ha z 0 ANCHOR DETAIL I O ~ !1'•E r °" wX, GROUND D.E.LAP a LU • '� O CD SUPPORTO � STUB) �_ ° ®' GO 0 w wX11AW1 e' O Z UNI _ GM€PLAE4 0 rctonr Z 1J -I � LD 4 Dc C7 D Z Q 0 w SE 3" X 3" X 7 GA. Z A HEAVY DUTY ANCHOR cc CC C7 = p M%T0 PINT X a' A14,�i, [ GRPINB eMPrWFIT VYDl01 YLALL MOT E'rrom MILMYA 1IMW a [TIE OIwPD. RTTACII tiME afLXl IOPPMT < ' 0 p IT) �� ENOTAIL TE GROUND aUPPMT lnrl afil[[N TIE alert YO PMT AND IIE APINNNICHINO TRAFFIC IN THE APNKYMf TRAVEL LAME. To THE NACK Or THE :LOUD fiFidlT [[a1u1 FIFTH THE AIPI MLATE 11NAONNNE FWOFIOEO N THE-.;TL✓AER or TRF RNIAXARIY MTEW. OYEWALL LIMITH OF TIR MEA 1 0a1111 14 0'. Hy 'Z U __4 O <J Ai r Z H i Q fa ft1 GENERAL NOTES 3 LB. U -CHANNEL SPLICING REQUIREMENTS Lo O 1- ALL TRAFFIC CONTROL DEVICES, INCLUDING BREAKAWAY SYSTEMS FOR GROUND MOUNTED SIGN 1- WHEN SIGN LS REMOVED AT THE END OF PROJECT, REMOVE THE GROUND SUPPORT (STUB). CJN iPLY N CmJ' SUPPORTS, COMWITH ALL NCHRP REPORT 350 REQUIREMENTS AND SHALL BE APPROVED BY Z O D FF TH THE DEPARTMENT. ALL APPROVED TRAFFIC CONTROL DEVICES ARE ON THE DEPARTMENT'S WEB 2 WHEN SPLICING A U C AMNEL SUPPORT, INSTALL THE GROUND SUPPORT ('STUB) APPROXIMATELY Ll.k Q HEET 3 OF/'►3 SITE AT: Https:flapps.dot.state-nc.usivenoorlapproveciproAucts. 36" TO 42" INTO THE GROUND WHILE LEAVING NO MORE THAN 4" ABOVE THE EXISTING GROUND 1 1 1 .O 1 (fj ELEVATION. REMOVE ENOUGH SOIL FROM AROUND THE GROUND SUPPORT (STUB) TO PERMIT 2- INSTALL THE BREAKAWAY SYSTEM TO FUNCTION PROPERLY IN ACCORDANCE WITH THE DIRECTION ACCESS TO THE HOLES FOR THE BREAKAWAY SYSTEM. ONCE THE BREAKAWAY SYSTEM IS OF TRAFFIC ADJACENT TO THE SIGN. TIGHTENED, REPLACE THE SOIL AND TAMP. 3. FOR PERFORATED SQUARE TUBING BREAKAWAY SYSTEMS, FOLLOW THE MANUFACTURER'S 3. OVERALL LENGTH OF THE BREAKAWAY SYSTEM IS 6". BOLTS MUST BE 4" APART. ATTACH THE RECOMMENDATIONS FOR ANCHOR EMBEDMENT DEPTHS AND POST ATTACHMENT REQUIREMENTS. SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRIATE HARDWARE SUPPLIED BY THE MANUFACTUR€H OF THE BREAKAWAY SYSTEM. d- TN57ALL U -CHANNEL BREAKAWAY SYSTEMS SD THE GROUND SUPPORT (STUB) IS INSTALLED ON THE APPROACH SIDE OF TRAFFIC WHILE THE SIGN SUPPORT IS ATTACHEDf SPLICED BEHIND THE GROUND SUPPORT HEET 2 OF 3 SHEET 2 OF 3 11110-01 11110.011 (STUB). v v McKff\4 &CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn of R,4 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK °•L...� �" o �� SANITARY SEWER y C IMPROVEMENTS CD z N1,X2 .11 P ROAD FM ►" r 1�-I GL05EI7 CLOSED Q •S D(A00 2a CC 16- Nz. XX ZES=U MZ 2 -TYPE III IWMICADEs X N1" . +l' X Aa" C> Z D ID -L TRAIL END cc ZZ W Z LL "TT �85'� J6'� 1900' SIM. NG-PAee1K AYNNWLKM IAOZ LU ' Z h•I OD O m _ _ _ - _ _ _ _ _ RK AREA r r • WO • r r , - - - - - - - - - C!3 (- W J 0=w=O,-+Q .,� "500' NTN. NO PA531M0 APPRpNOr.. EW l --I Z -�I H BEGIN END IgIXFAS81N0 L_ ? Gn "' cuRv€ GunvE rRAli � °- o Z 1 .•w?F A NOTE 8 [ W IV Y 6 yy yy nn x nH A,A A ° ATA A"A W " M 2PAVERIENT MARKINGS FOR TEMPORARY DETOUR AND APPROACHES lk� 03c, - LL o=Cr Z "0 rWNFTE SOME IINE O J w M Cn .•... - � DWmLE rEILM Z O � M 11Nm n. y - [FTITE. IIT; 3'.J W T KIMG Q SMP 'MITE iIXf 11NF �. 0 M D CC it GENERAL NOTES A Q ¢c 0 O >1- THE SIGNS ON THIS STD. MAY BE APPLIED TO MULTILANE ROADWAYS. Q O OW D77 CJ 2- REFER TO STD. ITOI.11 SHEET 4 FOR SIGN SPACING. W CJ 3- USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN Q` } H-- n = R11.4 "ROAD CLOSED TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED co cc p i D BEYOND THE CLOSURE LIMITS. w 4 O ') Z 4- REMOVE PAVEMENT MARKINGS THAT ARE NO LONGER APPLICABLE IN CONJLRYC71ON WITH to O O O c O OP€NINGlCLOSING THE TEMPORARY DETOUR TO TRAFFIC.a CL Z _ 'TT 5- PLACE PAVEMENT MARKERS FROM A POINT 500 FT'- PRIOR TO THE BEGINNING OF THE TEMPORARY 'C7 N O MO DETOUR, ALONG THE TEMPORARY DETOUR, AND END APPROXIMATELY 500 PT. PAST THE END OF THE W Uj (n TEMPORARY DETOUR (PLACE MARKERS ON 20' SPACING)- p 6- USE REVERSE TURN SIGNS (WI -3L OR WI -314) INSTEAD OF THE REVERSE CURVE SIGNS SHOWN IF THE TEMPORARY DETOUR HAS SHARP CURVES (3OMPH OR LESS). PLACE CHEVRON SIGNS (W1.8) ALONG THE CURVES WERE THERE IS INSUFFICIENT ADVANCE WARNING DISTANCE TO PLACE THE SECOND SET. LEGEND 7- USE ADVISORY SPEED PANELS (W13.1) IF THE DESIGN SPEED IS AT LEAST IOMPH LESS THAN THE F STATIONARY SIGN POSTED SPEED LIMIT UNLESS A LOWER SPEED 15 DEEMED NECESSARY BY THE ENGINEER. B- IF THE TANGENT D$STANCE AL ONC3 THE TEMPORARY DETOUR IS LESS THAN 600FT, INSTALL THE • DRUM HEET 3 OF 9 WINCIING ROAD SION (W1 -SL OR WI -SR) AT THE LOCATION OF THE FIRST REVERSE. CURVE SIGN Oar DIRECTION OF TRAFFIC FLOW SHEET 3 OF 9 11101.03 (W1 -4L OR W1 -4R) AND OMIT THE SECOND REVERSE CURVE SION (WI -41. OR 91 -4111). 1 1 0 1.03 2" GRANITE SCREENINGS COMPACTED SUBGRADE CM IATA I IZIAT A V SIDEWALK NOTES: 1-SUBGRADE TO BE COMPACTED TO 95% FOR MAXIMUM DENSITY AS PER ASTM D1557. TEMPORARY SIDEWALK SECTION NTS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # 0Z M va JANUARY 2016 MCE PROJ. # o>_ DRAWN EJB DESIGNED F = 1"•I Z DHOZ CLW, JSL PROJ. MGR. Q F "Oro D Z = 1t OST EL �„ O 1 0 12 Z =-n>➢m _ LLJ LL �U 0200 F " ? .1r� 0 POST TO ANCHOR FASTENER DETAIL cU) LL0Uj W >➢ 0 4. OC Fy OOCA �a -c wXIYUYZ 0 , POST Y-4 a a CAO Z NATURAL GROUND C? IgWl�r 1H71 N- LU O O ) O I 0 , M> ITT :a -1 Z .is Z c C'i F • O ("( DO W O '31 O a~ rn xW (.7 Ha z m = ANCHOR DETAIL I Z Lu 0 (n0 n 7 LU • '� (n DEPTH , - - - - l ®' GO 0 w :33'� m O sl' I ANCHOR Q O Z O M 0 co Cr a Q r y M Z 3" X 3" X 7 GA. ! j X 0 HEAVY DUTY ANCHOR t -r O = 0 mN CD NLL Z a) g7 LU Q W GENERAL NOTES 1- POSTS SHALL BE 21'g" X 21t" E2 GAUGE STEEL. 2- ANCHORS SHALL BE 3" X 3" 7 GAUGE STEEL. 3- CONNECTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. HEET 3 OF/'►3 SHEET 3 OI 3 1 1 1 .O 1 1 1 1 /y . 1.I DETAILS CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER TC1 DRAWING NUMBER TC 14 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON FINISHED GRADE FINAL UNDISTURBED SOIL BACKFILL HAUNCHING 0'-20' OF COVER CLASS I MATERIAL TO 1/8 PIPE DIAMETER l' .0:'•':..: (4" MIN.) INITIAL / ::.:'•• ::.::•.''•:::: ::::.' `:: ABOVE PIPE INVERT BACKFILL 20'-40' OF COVER ' SPRING LINE CLASS I MATERIAL TO HAUNCHING CENTER OF PIPE " BEDDING o " �°�6 67 STONE /MINIMUM SIDE WHEN ROCK IS 12" O.D. OF PIPE 12" CLEARANCE ENCOUNTERED L24LO.D. OF PIPE 24" MAXIMUM SIDE OR UNDERCUT CLEARANCE IS REQUIRED NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN INITIAL BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL. 3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL OR SELECT FILL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 5. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL. 6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED. 7. EMBEDMENT ZONE INCLUDES BEDDING BELOW PIPE TO 6" ABOVE TOP OF PIPE. SS -1 - TRENCH BOTTOM AND BACKFILL DETAIL FOR DUCTILE IRON AND CONCRETE PIPE (SANITARY SEWER) N.T.S e n � . JOINT OF PIPE) a ° z -1 I =I 1 I 1=Iii-'' - - -' 11- 1/2 0. D. 3000 PSI O.D. of PIPE + 2'-0" �l MASONRY BLOCK/BRICK CONCRETE TO SUPPORT PIPE UNTIL ENCASEMENT MASONRY BLOCK/BRICK UNDISTURBE CONC. IS SET (MIN. 3 TO SUPPORT PIPE UNTIL SOIL (TYP.) PER JOINT OF PIPE) CONC. IS SET (MIN. 3 LONGITUDINAL SECTION PER JOINT OF PIPE) NOTES: TRANSVERSE SECTION 1. CONCRETE TO BE 3,000 PSI. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. 3. CONTRACTOR SHALL SUBMIT A PLAN INDICATING HOW LINE AND GRADE WILL BE MAINTAINED DURING PLACEMENT OF CONCRETE ENCASING TO AVOID FLOATATION OR DISPLACEMENT ISSUES. SS -5.2 - CONCRETE ENCASEMENT DETAIL AT STREAM CROSSING N.T.S CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # FINISHED GRADE FINAL BACKFILL / UNDISTURBED SOIL 6 CLASS I, II, OR III MATERIAL INITIAL 6" STONE COVER BACKFILL GEOTEXTILE FABRIC (SEE NOTE 10) SPRING LINE V,#67 STONE HAUNCHING PIPE GRADE I 6" BEDDING TAMP WELL O.D. 0 PIPE MINIMUM SIDE UNDER BOTTOM CLEARANCE HALF OF PIPE 0.75 X O.D. 0.75 X O.D. N OTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL. 3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 5. TOTAL TRENCH WIDTH SHALL BE A MINIMUM OF 1.5XO.D. OF PIPE. 6. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL. 7. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED. 8. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE PIPE FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING. 9. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE JOINED. 10. STONE BEDDING SHALL BE FULLY ENCLOSED IN A GEOFABRIC WRAP EXCEPT WHERE EMBEDMENT ZONE IS SURROUNDED BY TRENCH WALLS COMPRISED OF HARD ROCK. EMBEDMENT ZONE INCLUDES BEDDING BELOW PIPE TO 6" ABOVE TOP OF PIPE. SS -2 - TYPICAL TRENCH BOTTOM AND BACKFILL DETAIL FOR FIBERGLASS REINFORCED PIPE (SANITARY SEWER) N.T.S 4" HOT DIPPED GALV. VENT PIPE IF 42" OR LESS REQUIRED (PER PLANS) HEIGHT VARIES FLAT -TOP PRECAST (SEE VENT INSTALLATION AND SUPPORT SECTION DETAILS SS -16 AND SS -17) CITY OF RALEIGH CITY OF RALEIGH -\ 72" o I MIN. 2' ABOVE 100 -YR AND COVER ° CV 30" - 36" PRECAST CONCRETE 12" 12"' + INITIAL RISER SECTIONS. INTERIOR COATING MrN' PIPE MIN. 1'-9" 6" MASONRY a SIZE BLOCK/BRICK TO DIAMETER IL SUPPORT PIPE a a o UNTIL CONC. IS SET (MIN. 3 PER - 6 e n � . JOINT OF PIPE) a ° z -1 I =I 1 I 1=Iii-'' - - -' 11- 1/2 0. D. 3000 PSI O.D. of PIPE + 2'-0" �l MASONRY BLOCK/BRICK CONCRETE TO SUPPORT PIPE UNTIL ENCASEMENT MASONRY BLOCK/BRICK UNDISTURBE CONC. IS SET (MIN. 3 TO SUPPORT PIPE UNTIL SOIL (TYP.) PER JOINT OF PIPE) CONC. IS SET (MIN. 3 LONGITUDINAL SECTION PER JOINT OF PIPE) NOTES: TRANSVERSE SECTION 1. CONCRETE TO BE 3,000 PSI. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. 3. CONTRACTOR SHALL SUBMIT A PLAN INDICATING HOW LINE AND GRADE WILL BE MAINTAINED DURING PLACEMENT OF CONCRETE ENCASING TO AVOID FLOATATION OR DISPLACEMENT ISSUES. SS -5.2 - CONCRETE ENCASEMENT DETAIL AT STREAM CROSSING N.T.S CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # FINISHED GRADE FINAL BACKFILL / UNDISTURBED SOIL 6 CLASS I, II, OR III MATERIAL INITIAL 6" STONE COVER BACKFILL GEOTEXTILE FABRIC (SEE NOTE 10) SPRING LINE V,#67 STONE HAUNCHING PIPE GRADE I 6" BEDDING TAMP WELL O.D. 0 PIPE MINIMUM SIDE UNDER BOTTOM CLEARANCE HALF OF PIPE 0.75 X O.D. 0.75 X O.D. N OTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL. 3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 5. TOTAL TRENCH WIDTH SHALL BE A MINIMUM OF 1.5XO.D. OF PIPE. 6. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL. 7. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED. 8. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE PIPE FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING. 9. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE JOINED. 10. STONE BEDDING SHALL BE FULLY ENCLOSED IN A GEOFABRIC WRAP EXCEPT WHERE EMBEDMENT ZONE IS SURROUNDED BY TRENCH WALLS COMPRISED OF HARD ROCK. EMBEDMENT ZONE INCLUDES BEDDING BELOW PIPE TO 6" ABOVE TOP OF PIPE. SS -2 - TYPICAL TRENCH BOTTOM AND BACKFILL DETAIL FOR FIBERGLASS REINFORCED PIPE (SANITARY SEWER) N.T.S PIPE PENETRATIONS SHALL BE /��� BOOTED OR SEALED w/NON-SHRINK GROUT (TYP.) D.I.P. TO UNDISTURBED SLIP RESISTANT STEPS. GROUND (10' MIN.). SEE DETAIL SS -15 MJ X MJ XMJTEE 16"10.C. STAINLESS STEEL STRAP ON SEE RISER SEALING �� OFFSET BRACKET, DROPS 4' DETAIL SS -7 •' MAX. SPACING. ------OUTSIDE DROP CONNECTION (WHERE REQUIRED) �6" TYP. AROUND PIPE I I 90' MJ X MJ BEND I I - PRECAST \� \� T -STYLE BASE �� j�/�\��' CONCRETE ENCASEMENT COMPACTED BACKFILL OPENING AS REQUIRED FOR PIPE. RUBBER BOOT CONNECTIONS SHALL BE 9" . MIN, STONEUSED. TYPICAL INSTALLATION DETAIL SS -6 - PRECAST SANITARY SEWER MANHOLE (T -STYLE) DETAIL N.T.S. SEAL UTILITY LINE (0 VARIES) FINAL BACKFILL S-6" MIN. OR N GREATER IF REQUIRED OTHERWISE INITIAL BACKFILL P C #57 STONE TO PI E 6" MIN. 57 SPRINGLINE 1 # 1 " ONE IF UNDERCUT IS 12 MIN. PIPE 12 MIN REQUIRED 24" MAX. O.D. 24" MAX NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL. 3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 5. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL. 6. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE FRP PIPE FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING. 7. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE JOINED. SS -3 - TYPICAL TRENCH BOTTOM AND BACKFILL DETAIL FOR PVC N.T.S NOTE: SANITARY SEWER SERVICES AND LOCAL SEWER LINES SHALL BE EXTENDED AND CONNECTED TO NEW MANHOLES AT A GRADE THAT AVOIDS PENETRATING THE NEW STRUCTURE WITHIN 7" OF ANY JOINT BETWEEN PRECAST SECTIONS. PIPE DIA. (INTERCEPTOR PIPE) 4" HOT DIPPED GALV. VENT PIPE IF 42" OR LESS REQUIRED (PER PLANS) HEIGHT VARIES FLAT -TOP PRECAST (SEE VENT INSTALLATION AND SUPPORT SECTION DETAILS SS -16 AND SS -17) CITY OF RALEIGH CITY OF RALEIGH -\ 72" CAST IRON FRAME MIN. 2' ABOVE 100 -YR AND COVER BASE FLOOD ELEVATION 1/2" 30" - 36" PRECAST CONCRETE 1'-7" 4" INITIAL RISER SECTIONS. INTERIOR COATING 1'-8" 1'-9" 6" SEE TABLE 1 FOR INSIDE PER TECHNICAL DIAMETER SPECIFICATIONS PIPE PENETRATIONS SHALL BE /��� BOOTED OR SEALED w/NON-SHRINK GROUT (TYP.) D.I.P. TO UNDISTURBED SLIP RESISTANT STEPS. GROUND (10' MIN.). SEE DETAIL SS -15 MJ X MJ XMJTEE 16"10.C. STAINLESS STEEL STRAP ON SEE RISER SEALING �� OFFSET BRACKET, DROPS 4' DETAIL SS -7 •' MAX. SPACING. ------OUTSIDE DROP CONNECTION (WHERE REQUIRED) �6" TYP. AROUND PIPE I I 90' MJ X MJ BEND I I - PRECAST \� \� T -STYLE BASE �� j�/�\��' CONCRETE ENCASEMENT COMPACTED BACKFILL OPENING AS REQUIRED FOR PIPE. RUBBER BOOT CONNECTIONS SHALL BE 9" . MIN, STONEUSED. TYPICAL INSTALLATION DETAIL SS -6 - PRECAST SANITARY SEWER MANHOLE (T -STYLE) DETAIL N.T.S. SEAL UTILITY LINE (0 VARIES) FINAL BACKFILL S-6" MIN. OR N GREATER IF REQUIRED OTHERWISE INITIAL BACKFILL P C #57 STONE TO PI E 6" MIN. 57 SPRINGLINE 1 # 1 " ONE IF UNDERCUT IS 12 MIN. PIPE 12 MIN REQUIRED 24" MAX. O.D. 24" MAX NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL. 3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 5. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL. 6. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE FRP PIPE FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING. 7. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE JOINED. SS -3 - TYPICAL TRENCH BOTTOM AND BACKFILL DETAIL FOR PVC N.T.S NOTE: SANITARY SEWER SERVICES AND LOCAL SEWER LINES SHALL BE EXTENDED AND CONNECTED TO NEW MANHOLES AT A GRADE THAT AVOIDS PENETRATING THE NEW STRUCTURE WITHIN 7" OF ANY JOINT BETWEEN PRECAST SECTIONS. PIPE DIA. (INTERCEPTOR PIPE) INITIAL RISER SECTION INSIDE DIA. (MIN.) 42" OR LESS 48" 48" 60" 54" 60" 60" 72" 72" 84" TABLE 1 v v MCRD,4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn VOTE: 1. INSIDE DROPS SHALL BE MADE THROUGH RISER SECTION. OUTSIDE DROPS SHALL BE MADE THROUGH RISER OF DIAMETER SHOWN IN TABLE 1. 12» IIN plpE �) O D iM/2" N.; X N < 12" PIPE 12" (MIN.) O.D. (MIN.) 12" PIPE 12" (MIN.) O.D. (MIN.) EX. UTILITY LINE CONC. ENCASEMENT (3000 P.S.I. CONC.) g w� w� �o g SEWER LINE 1" THICK CONPRESSIBLE JOINT FILLER MATERIAL EXISTING UTILITY LINE CONCRETE ENCASEMENT (3000 P.S.I. CONCRETE) 1" THICK COMPRESSIBLE JOINT FILLER MATERIAL STOP CONCRETE AT PIPE CENTERLINE SEWER LINE EXISTING UTILITY LINE STOP CONCRETE AT PIPE CENTERLINE 1" THICK COMPRESSIBLE JOINT FILLER MATERIAL CONCRETE ENCASEMENT (3000 P.S.I. CONCRETE) SEWER LINE SS -4 - CONCRETE ENCASEMENT DETAIL AT UTILITY LINE CROSSING N.T.S EXTERIOR JOINT- WRAP OINT WRAP MANHOLE RISER (INSIDE FACE) INTERIOR COATING PER TECHNICAL SPECIFICATIONS JOINT SEALER MANHOLE RISER (INSIDE FACE) NOTES: 1. JOINT SEALER SHALL BE APPLIED IN TWO (2) CONTINUOUS RINGS AROUND JOINT AS SHOWN 2. EXTERIOR JOINT WRAP SHALL BE APPLIED ON BURIED JOINTS ONLY. 3. TEST MANHOLES AS REQUIRED BY SPECIFICATIONS. SS -7 - MANHOLE RISER SEALING DETAIL N.T.S CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS FIBER MAT TO BE PLACED ON STREAM BANK. QUANTITY AND SIZE PER PLANS W W W W W W W L CONCRETE ENCASEMENT TO EXTEND FROM TOP OF STREAM BANK TO TOP OF STREAM BANK OR FURTHER IF INDICATED ON THE PIPE PROFILE SHEET (SEE DETAIL SS -5.2) WA>� R � F�E�A�oN W \SHALL W W W "B" C. 'D' CLEARANCE FROM 1 -4 STREAM BED TO MAE TOP OF ENCASEMENT 15, BE: 1'-7" A MINIMUM OF 1'-0" NOTES: 1. CONCRETE TO BE 3,000 PSI. 2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS. 3. CONTRACTOR SHALL SUBMIT A PLAN INDICATING HOW LINE AND GRADE WILL BE MAINTAINED DURING PLACEMENT OF CONCRETE ENCASING TO AVOID FLOATATION OR DISPLACEMENT ISSUES. 4. MEASURES SHALL BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN STREAM WATER AND UNCURED OR CURING CONCRETE. SS -5.1- CONCRETE ENCASEMENT DETAIL AT STREAM CROSSING N.T.S THRUST COLLAR_ I �C" U UNDISTURBED SOIL 3 MIN. "Y" BA CLEARANCE REINFORCING REQUIREMENTS D 3" MIN. CLEARANCE I.D. PIPE REBAR SIZE "X" BAR LENGTH 'X' BAR WEIGHT "Y" BAR LENGTH "Y" BAR WEIGHT NO. REQUIRED 6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 1'-1" 1.1 LBS. EACH X-24, Y-12 48" & greater #6 3'-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 LBS. EACH X-24, Y-12 THRUST COLLAR AND THRUST SCHEDULE I.D. PIPE "A" "B" C. 'D' 6" - 16" 1 -4 1 -7 MAE 3/8- 20" - 24" 1'-4' 1'-7" 3" 1/2" 30" - 36" 1'-4" 1'-7" 4" 5/8- 48" & greater 1'-8" 1'-9" 6" 7/8" THRUST COLLAR_ I �C" U UNDISTURBED SOIL 3 MIN. "Y" BA CLEARANCE REINFORCING REQUIREMENTS D 3" MIN. CLEARANCE I.D. PIPE REBAR SIZE "X" BAR LENGTH 'X' BAR WEIGHT "Y" BAR LENGTH "Y" BAR WEIGHT NO. REQUIRED 6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 1'-1" 1.1 LBS. EACH X-24, Y-12 48" & greater #6 3'-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 LBS. EACH X-24, Y-12 THRUST COLLAR AND THRUST SCHEDULE I.D. PIPE "A" "B" C. 'D' 6" - 16" 1 -4 1 -7 2" 3/8- 20" - 24" 1'-4' 1'-7" 3" 1/2" 30" - 36" 1'-4" 1'-7" 4" 5/8- 48" & greater 1'-8" 1'-9" 6" 7/8" NOTES: 1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. 2. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. 3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3. 4. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL W-3. 5. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH SIDES ALONG BOTH EDGES OF COLLAR AROUND CIRCUMFERENCE. SS -8 - THRUST COLLAR DETAIL N.T.S SANITARY SEWER DETAILS 1 OF 4 DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU 501 HORIZONTAL: DRAWING NUMBER NA VERTICAL: D1 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION CITY OF RALEIGH CAST IRON FRAME CONCRETE GRADE RINGS CITY OF RALEIGH AND COVER ONLY FOR ADJUSTMENT OF CAST IRON FRAME FAND FINISHED GRADE FLUSH MANHOLES. COVER PER If N a ACCORDANCE WITH APPLICABLE 5'-6" PLANS 2. MINIMUM WALL THICKNESS FOR o MANHOLES SHALL BE 1/12 INSIDE I) 16 0.C. EIGHT FOOT DIAMETER AND N LARGER MANHOLES MUST BE SUBMITTED FOR APPROVAL TO w'- HEIGHT OF RISER 4. OUTSIDE DROPS SHALL NOT ci � AND CONE 5. STEPS AND COMMON STRAIGHT 4" PRECAST MANHOLE O SHOULDER OF INVERT. Z SECTION VARIES IN.--- -4' M% AND PLAIN END STEEL WALL PIPE RISER �O JO/NT (PLUMB) WITH BOLT HOLES IN NOTES: SEALING\ LINES. PIPE TO BE COATED PER VENT PIPE SPECIFICATIONS. 7. 1. MANHOLE TO CONFORM WITH ASTM DETAIL `STEPS (ON cn COMPATIBLE (COATED) FLANGE C478 EXCEPT AS MODIFIED BELOW. SS -7 STRAIGHT WALL) W 2. MANHOLE BASE TO BE REINFORCED SEE DETAIL SS -16 FOR SUPPORT REQUIREMENTS. WITH A MINIMUM AREA OF 0.20 SQ. THIS DETAIL SHALL BE STRAIGHT WALL CONSIDERED A RECOMMENDED IN. PER LINEAL FOOT EACH WAY. -OF M.H. TO BE SUBMITTED FOR APPROVAL. WALL REINFORCING TO BE MINIMUM PENETRATING LIFTING HOLES LOCATED OVER SHALL BE PLUGGED WITH OF 0.12 SQ. IN. PER LINEAL FOOT. INFLUENT PIPE EITHER TONGUE OR GROOVE SHALL 2 (4'0 M.H.) HAVE REINFORCING EQUAL IN AREA - 4'-0", 5'-0"- TO MINIMUM OF WALL SECTION. 3. ALL JOINTS SHALL CONFORM WITH -0" Q ASTM C443. 4. STEPS TO BE STEEL REINFORCED COMPOSITE PLASTIC PER CITY ° STANDARDS. 5. ALL PIPE OPENINGS TO BE NO TONE GREATER THAN 3" LARGER THAN FOR 8" AND 10" PIPE, OUTSIDE DIAMETER OF PIPE AND INVERTS ARE TO BE 3/4" ADDITIONALLY REINFORCED WITH A PIPE OD AT TROUGH, FLEXIBLE MANHOLE MINIMUM OF 0.20 SQ. IN. OF STEEL FOR 12" AND LARGER BOOT CAST IN BASE AT 90 DEGREES. (ADDITOINAL PIPE, PROVIDE FULL OR INSTALLED IN REINFORCING NOT REQUIRED FOR INVERT AS SHOWN. THE CORED HOLE WITH CORED OPENINGS) SHELF SHALL SLOPE 2" STAINLESS STEEL 6. ALL SURFACES SHALL BE SMOOTH FROM THE MANHOLE COMPRESSION DEVICE. EVEN TEXTURED WITH A MINIMUM WALL TO THE TROUGH. OF HONEYCOMB, FINS AND OTHER IMPERFECTIONS. 7. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH EXPANSION GROUT. INVERTS MAY BE 3600 PSI PRECAST READY MIX CONCRETE MANHOLE 8. IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE. 9. STEPS AND COMMON STRAIGHT WALL TO BE OVER WIDEST SHOULDER OF INVERT. FALL 10. 4'0 CONE SECTONS MAYBE USED 12" (TYP•) WITH 5' AND 6' MANHOLES WITH A TRANSITION SECTION PLACED DIRECTLY BENEATH THE 4'0 CONE. 11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR H-20 LOADING. SS -8.1 - PRECAST SANITARY SEWER MANHOLES (4', 5' & 6' DIAMETER) WITHOUT VENT PIPE N.T.S SECTION OF PRECAST MANHOLE B 10" COLLAR, TYP. SLOPE TOP OF CONCRETE BASE 2" TOWARD TROUGH NOTES: 1. MANHOLES SHALL ALSO COMPLY WITH STANDARD DETAILS SS -8.1, SS -8.2 AND SS -9 AS APPLICABLE. 2. NEW PIPE CONNECTIONS SHALL BE MADE WITH FLEXIBLE MANHOLE BOOTS UNLESS OTHERWISE APPROVED. SS -11 - PRECAST MANHOLE INSTALLATION OVER EXISTING PIPE DETAIL N.T.S CITY OF RALEIGH CAM-LOK WATERTIGHT FRAME AND COVER SLOPE FINISHED GRADE AWAY FROM MANHOLE ALL SIDES. NOTES: 1. SEE SS -8.1 FOR PRECAST MANHOLE REQUIREMENTS. 2. IF OFFSET VENT IS SHOWN ON PLANS SEE DETAILS SS -16 AND SS -17. 3. VENT MUST BE FACTORY WELDED FABRICATED AND "HOT -DIPPED" GALVANIZED. 4. SEE DETAIL SS -16 FOR ADDITIONAL VENT DETAILS. 5. THIS DETAIL SHALL BE CONSIDERED A RECOMMENDED CONFIGURATION AND COMPARABLE SHOP DRAWINGS MAY BE SUBMITTED FOR APPROVAL. oa. vv 4 D 4¢ .off. STONE VENT OPENING TO BE SCREENED (SEE VENT DETAIL SS -16 AND SS -17) MIN. 2' ABOVE 100 -YR BASE FLOOD ELEVATION - 4" "HOT DIPPED" GALV. VENT PIPE PROPOSED GRADE SEE RISER SEALING DETAIL SS -7) EXTENDED BASE AS REQ'D FOR ANTI -FLOATATION SS -8.2 -PRECAST SANITARY SEWER MANHOLES (4') 5' & 6' DIAMETER) WITH VENTS N.T.S COVER 120 LBS. MINIMUM 23 1/2" 21 " /4" MANHOLE FRAME AND COVER O \ ° QERM r r R n 0 O SEWED ° F 'PACE 10Z L O v v \1" VENT HOLE 25 1/16" 23 11/16" 1 f 7 1/2" 22" BUTYL-NEK OR 1 APPROVED 1 SEALANT BETWEEN FRAME AND 1 25 15/16" - COVER 33 1/4" NOTES: 5/8"X3" LAGSHIELD IN HOLE 1) ALL MANHOLE FRAMES SHALL BE DRILLED INTO CONE OR DOMESTICALLY CAST. RING WITH ANCHOR SUNK TO 2) FRAME SHALL BE A MINIMUM WEIGHT DESIGN DEPTH, AND 3/8"X3" OF 182 LBS. WITHIN PUBLIC ROW AND HOT DIPPED GALVANIZED 160 LBS. WITHIN EASEMENTS. LAG BOLT AND WASHER. 3) COVER SHALL WEIGH A MIN. OF 120 LBS. 4) ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER FRAME. 5) DETAIL APPLIES TO NCDOT AND CITY OF RALEIGH RIGHT-OF-WAY. 6) COVER SHALL BE THE SAME IN ROAD PAVEMENT AND OUTSIDE PAVEMENT SS -12 -STANDARD MANHOLE COVER INROAD RIGHT-OF-WAY N.T.S SEAL CARO �1���� SEAL 4 - ZZ ref 41 CITY OF RALEIGH WATER TIGHT FRAME AND COVER CAST IN TOP, WHERE REQUIRED PER PLAN PER PLANS 'SII. HEIGHT OF RISER AND CONE SECTION VARIES 4" WELDED "HOT -DIPPED" GALVANIZED VENT PIPE IF REQUIRED (PER PLANS) HEIGHT VARIES (SEE VENT DETAIL SS -16) MIN. 2' ABOVE 100 -YR BASE FLOOD ELEVATION SEE NOTES 6, 7, 8 Ci CS 8', 10' OR 12' DIAMETER 9" MIN. SEE RISER SEALING DETAIL SS -7 FLEXIBLE WATERTIGHT CONNECTOR, (TYP. ) SLOPE 1 "/FT. FROM MH WALL TO TROUGH PRECAST MANHOLE N OTES: 1. FOUR (4) FOOT DIAMETER LENGTH MANHOLE SECTIONS TO BE IN T2 ACCORDANCE WITH APPLICABLE 5'-6" STANDARD DETAILS. 2. MINIMUM WALL THICKNESS FOR o MANHOLES SHALL BE 1/12 INSIDE DIAMETER PER ASTM C478. 3. SLAB AND WALL REINFORCING FOR EIGHT FOOT DIAMETER AND LARGER MANHOLES MUST BE SUBMITTED FOR APPROVAL TO INSURE STRUCTURAL INTEGRITY AT THE DEPTHS INSTALLED. 4. OUTSIDE DROPS SHALL NOT ENTER FOUR FOOT DIAMETER RISER SECTIONS. 5. STEPS AND COMMON STRAIGHT 4" PRECAST MANHOLE WALL TO BE OVER WIDEST SHOULDER OF INVERT. 6. FOUR INCH DIAMETER FLANGED AND PLAIN END STEEL WALL PIPE SHALL BE CAST IN PLACE (PLUMB) WITH BOLT HOLES IN FLANGE STRADDLING THE CENTER LINES. PIPE TO BE COATED PER VENT PIPE SPECIFICATIONS. 7. FOUR INCH DIAMETER STEEL VENT PIPE TO BE FURNISHED WITH COMPATIBLE (COATED) FLANGE AND ALL NECESSARY HARDWARE FOR BOLTED ATTACHMENT. VENT OUTLET TO POINT DOWNSTREAM. SEE DETAIL SS -16 FOR SUPPORT REQUIREMENTS. 8. THIS DETAIL SHALL BE CONSIDERED A RECOMMENDED CONFIGURATION AND COMPARABLE SHOP DRAWINGS MAY BE SUBMITTED FOR APPROVAL. 9. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH NON -SHRINK GROUT. SS -9 - PRECAST SANITARY SEWER MANHOLES (8', 1011 & 12' DIAMETER) N.T.S 27 1/2" 26 1/4 r 1 3/8" 5/8" �24 1/16"� -L4 24 ,/2" 28 3/16"� 34• FRAME SECTION SS ROD 71/2' (2) CAM LOCK (2) SS ROLL PINS 1/2" DIA x 1 3/4" /e` 1 3/8'• 2 7/8" 26"iF TYPICAL CAM LOCK MANHOLE WIPER GASKET BOTTOM OF FRAME FINNED GASKET IN VERTICAL OPEN FACE OF COVER TO MAKE POSITION WATERTIGHT. GASKET NOT COVER PER SS -12 REQUIRED FOR 1 Y4' 1" VENTHOLE NON -WATER TIGHT MANHOLES REQUIRED IN COVER FOR BOTTOM OF COVER NON -WATER TIGHT MANHOLES CLOSED LOCKING DEVICE POSITION FRAME STANDARD - PENTAGON HEAD S.S. OPTIONAL - S.S. HEX HEAD BOLT BOTTOM OF FRAME TYPICAL LOCKING DEVICE RING MUST BE ANCHORED IN ACCORDANCE WITH S-25 SS -13 - MANHOLE FRAME w/ CAM LOCK COVER IN EASEMENTS N.T.S MCM4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS -I I -T2 BARS AT 8" CTSEt BAR SIZE LENGTH NO. WT. LBS. T2 #5 5'-6" 18 103 CL. "A" CONCRETE TOTAL CU. YDS. 1,000 136 o � I � a cq 1 REINFORCED CONC. FOOTING FOR 4" PRECAST MANHOLE I -T1 BARS AT 8" CTS V 160 o 1n I �H < 17 0'1 REINFORCED CONC. FOOTING FOR 5' PRECAST MANHOLE �T2 BARS AT 8" CTS U aL 8'-0" REINFORCED CONC. FOOTING FOR 6' PRECAST MANHOLE �--T1 OR T2 BAR STRAIGHT BAR BILL OF MATERIAL FOR 4' MANHOLE BAR SIZE LENGTH NO. WT. LBS. T2 #5 5'-6" 18 103 CL. "A" CONCRETE TOTAL CU. YDS. 1,000 BILL OF MATERIAL FOR 4' MANHOLE BAR SIZE LENGTHNO. N0. WT. LBS. T1 #5 6'-6" 20 136 CL. "A" CONCRETE TAL CU. YDS. 1,361 TO BILL OF MATERIAL FOR 4' MANHOLE BAR SIZE LENGTH N0. WT. LBS. T2 #5 7'-6" 24 165 CL. "A" CONCRETE TOTAL CU. YDS.1,778 * ALL BASES ARE MINIMUM 9" THICK -10 - EXTENDED BASE OR CAST -IN-PLACE SS REINFORCED CONCRETE BASE N.T.S SANITARY SEWER DETAILS 2 OF 4 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU 501 HORIZONTAL: DRAWING NUMBER NA VERTICAL: D2 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 4- T -T 4 _ v < QQ Q D A . 4. SEWED a� Spq� Dp N�� o ' d D 4a 4 2'-0" 3000 P.S.I. CONCRETE TYP. �. Q ENCASEMENT . o . ADJUST FLUSH WITH FINAL GRA 2" PRECAST CONCRETE SPACER (DONUT RINGS) IN TRAFFIC AREAS ONLY. DONUT RINGS NOT ALLOWED IN EASEMENTS. STANDARD MANHOLE SECTION STANDARD MANHOLE FRAME AND COVER o. .•D .o •a 0 c - --- COMPACTED '.L BACKFILL L TOTAL CHIMNEY NOT ,TO EXCEED 1-1/4» NOTE: THIS STEP TO BE DRIVEN INTO TAPERED HOLES IN PRECAST MANHOLE SECTIONS. DO NOT USE AS A GROUTED -IN STEP. COPOLYMER POLYPROPYLENE PLASTIC 1/2" GRADE 60 STEEL REINFORCEMENT SECTION A—A 5-J14" L4 A .. 1000 LB. PULL OUT TEST REPORT REQUIRED ON EACH STEP. PLASTIC STEP CORED HOLE DRIVEN IN PLACE SS -15 - SLIP RESISTANT MANHOLE STEP DETAIL N.T.S SS -14 - MANHOLE FRAME AND COVER IN PAVED SURFACES N.T.S PRE -CAST MANHOLE W/ PROTECTIVE COATING PIPE PENETRATIONS (SEE SPECIFICATIONS) SHALL BE BOOTED UNDISTU F 4" MIN. I GROUND R(10DMIN.). BMJ X MJ XMJTEE STAINLESS STEEL STRAP ON OFFSET BRACKET, DROPS 4' MAX. SPACING. (SEE NOTE 6). NOTES: 1. INVERT SHALL BE A SMOOTH CIRCULAR ARC FROM EACH INCOMING PIPE TO THE OUTGOING PIPE. INVERTS SHALL BE FULL DEPTH AND SLOPE FROM WALL TO TOP OF INVERT SHALL BE 2". 2. THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL BE 1/4 PER FOOT. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" 3. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN O.D. OF PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL REINFORCING NOT REQUIRED FOR CORED OPENINGS. 4. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION. 5. MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE. 6. CONTRACTOR SHALL PROVIDE BRACKETS DESIGNED SPECIFICALLY FOR THE PIPE SIZE TO BE INSTALLED. MATERIAL SUBMITTALS FOR BRACKETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE CONTRACTOR ORDERING BRACKETS. 7. TRANSITIONS FROM BASE DIAMETER SHALL BE ABOVE DROP CONNECTIONS. SS -18 - OUTSIDE DROP INSTALLATION DETAIL FOR ROUND MANHOLES N.T.S TO NEW 72" OR 66" MH, TYP. 5' MIN. * INSIDE DIAMETER (SEE TABLE BELOW) 0 EXIST. 54" OR 48" SECTION A—A I I I II TO NEW 72" OR I 66" MH, TYP. I , EX. BRICK SEWER MANHOLE FINISH GRADE IWORPMi�"�""�'� NEW 8"x 201 DIP W/401 PROTECTO LINING (SEE NOTE 1 _& 2) 5' MIN. I LEXISTING PIPE SEAL PIPE AS APPLICABLE PENETRATION W/NON SHRINK GROUT, TYP. NOTE: 1. NO JOINTS SHALL BE ALLOWED WITHIN MANHOLE. 2. COAT DIP EXTERIOR THROUGH MANHOLE WITH POLYUREA COATING MATCHING THAT SPECIFIED FOR INTERNAL COATING OF PRECAST MANHOLES ON LINES 12" AND LARGER IN DIAMETER OR RECEIVING FORCE MAIN DISCHARGE. EX. BRICK SEWER MANHOLE NEW 8"x 201 DIP W/401 PROTECTO LINING (SEE NOTE 1 & 2) nn Al EXISTING PIPE 5' MIN. f, / 5' MIN. AS APPLICABLE I� �I SEAL PIPE PENETRATION W/NON SHRINK GROUT, TYP. PLAN VIEW * INSIDE DIAMETER PER LOWER WALNUT CREEK INTERCEPTOR RECORD DRAWINGS. SS -18A - SANITARY SEWER PIPE THRU MANHOLE DETAIL N.T.S SEAL 5/8"x2 1/2" SS EXPANSION ANCHOR BOLTS ON BOTTOM BRACKETS. 5/8"x4" EXPANSION ANCHOR BOLTS ON TOP (2)-4" 150# FLANGES BRACKET. W/ SS INSECT SCREEN 4" WELDED HOT -DIPPED" GALV.---,,\ AFTER FABR/CA 77ON 4-1/2" 316 SS BOLTS AND FLAT WASHERS CtAE AS REQ'D. MIN. 2' EATABOVE RELY ON WATERTIGHT W 100 -YR OLE FRAME AND COVER BASE " TOP Q FLOOD BRACKET ONLY ELEVATION 1 4" 11 1/2" 1 1/2'= I 8 1/2"� —1 1/2" 'Y' 1 /2 ;-STEPS INSTALLED 3 ON STRAIGHT III „III Ti J WALL OF M.H. 11 /16"0-/ BRACKET FABRICATED FROM X z HOLES 1/4" STEEL PLATE I < Q »Y.. DRILLED AS "HOT -DIPPED" GALVANIZED 0- SHOWN AFTER FABRICATION -PIPE PIPE BRACKET PRECAST CONCRETE BRACKET MANHOLE co (SEE THIS WASHER PLATES DETAIL) TO PLUMB VENT 1/411" 1 4 " PLATE 1 4 / A PLUG UNLESS PIPE GOES THROUGH 8,10,OR 12' DIA. MANHOLE TRANSITION SLAB A SECTION A—A BRICK PIPE SIZE MANHOLE Y * INSIDE 0 48" 7'-0" 54" 7'-6" 0 EXIST. 54" OR 48" SECTION A—A I I I II TO NEW 72" OR I 66" MH, TYP. I , EX. BRICK SEWER MANHOLE FINISH GRADE IWORPMi�"�""�'� NEW 8"x 201 DIP W/401 PROTECTO LINING (SEE NOTE 1 _& 2) 5' MIN. I LEXISTING PIPE SEAL PIPE AS APPLICABLE PENETRATION W/NON SHRINK GROUT, TYP. NOTE: 1. NO JOINTS SHALL BE ALLOWED WITHIN MANHOLE. 2. COAT DIP EXTERIOR THROUGH MANHOLE WITH POLYUREA COATING MATCHING THAT SPECIFIED FOR INTERNAL COATING OF PRECAST MANHOLES ON LINES 12" AND LARGER IN DIAMETER OR RECEIVING FORCE MAIN DISCHARGE. EX. BRICK SEWER MANHOLE NEW 8"x 201 DIP W/401 PROTECTO LINING (SEE NOTE 1 & 2) nn Al EXISTING PIPE 5' MIN. f, / 5' MIN. AS APPLICABLE I� �I SEAL PIPE PENETRATION W/NON SHRINK GROUT, TYP. PLAN VIEW * INSIDE DIAMETER PER LOWER WALNUT CREEK INTERCEPTOR RECORD DRAWINGS. SS -18A - SANITARY SEWER PIPE THRU MANHOLE DETAIL N.T.S SEAL 5/8"x2 1/2" SS EXPANSION ANCHOR BOLTS ON BOTTOM BRACKETS. 5/8"x4" EXPANSION ANCHOR BOLTS ON TOP (2)-4" 150# FLANGES BRACKET. W/ SS INSECT SCREEN 4" WELDED HOT -DIPPED" GALV.---,,\ AFTER FABR/CA 77ON 4-1/2" 316 SS BOLTS AND FLAT WASHERS CtAE AS REQ'D. MIN. 2' EATABOVE RELY ON WATERTIGHT W 100 -YR OLE FRAME AND COVER BASE " TOP Q FLOOD BRACKET ONLY ELEVATION 1 4" 11 1/2" 1 1/2'= I 8 1/2"� —1 1/2" 'Y' 1 /2 ;-STEPS INSTALLED 3 ON STRAIGHT III „III Ti J WALL OF M.H. 11 /16"0-/ BRACKET FABRICATED FROM X z HOLES 1/4" STEEL PLATE I < Q »Y.. DRILLED AS "HOT -DIPPED" GALVANIZED 0- SHOWN AFTER FABRICATION -PIPE PIPE BRACKET PRECAST CONCRETE BRACKET MANHOLE co (SEE THIS WASHER PLATES DETAIL) TO PLUMB VENT 1/411" 1 4 " PLATE 1 4 / A PLUG UNLESS PIPE GOES THROUGH 8,10,OR 12' DIA. MANHOLE TRANSITION SLAB A SECTION A—A ACCORDING TO THE TYPE OF PRECAST MANHOLE, WASHER SPACERS MAY BE REQUIRED ON LOWER *NUMBER OF BRACKETS MAY BE BRACKETS. REDUCED IF VENT PIPE GOES THROUGH 8,10,OR 12' DIA. MANHOLE TRANSITION SLAB PER SS -9 NOTES: 1. VENT SHALL BE ON CREEK SIDE AND POINT DOWNSTREAM. 2. BRACKET, WASHER PLATES, ANCHOR SLEEVE, THREADED STUD AND NUT SHALL BE STAINLESS STEEL. 3. IF MANHOLE TRANSITIONS FROM LARGE DIAMETER TO SMALLER DIAMETER THEN VENT MUST EXTEND THROUGH TRANSITIONS SLAB PER DETAIL SS -9. SS -16 -MANHOLE VENT AND SUPPORT DETAIL N.T.S NON SHRINKING GROUT OPEN END SEE NOTE 5 CLEANOUT SERVICE LINE �,—TEE STAINLESS STEEL OFFSET 5' BRACKET w/STAINLESS STEEL FLEXIBLE COUPLING ANCHORING (TYP.) SEE NOTE 6 ---DOWNSPOUT MANHOLE WALL 1 1 _6" (TYP.) 90' BEND CONCRETE TROUGH TO MAIN BE BUILT TO DIRECT _ _ SyecF LINE FLOW FROM 4/6" CONNECTION TO i r" EFFLUENT PIPE MANHOLE BOTTOM NON SHRINKING GROUT SEE NOTE 5 `-MANHOLE WALL STRAPS 3' MAXIMUM =N END CLEANOUT FEE STAINLESS STEEL OFFSET BRACKET w/STAINLESS STEEL ANCHORING (TYP.) SEE NOTE 6 )OWNSPOUT 90' BEND NOTES: MANHOLE BOTTOM 1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 30 INCHES. 2. DROPS TO BE CONSTRUCTED OF DUCTILE IRON OR SCH. 80 PVC PIPE. 3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION, OR AT JOINT, OR IN RISER SECTION AFTER TRANSITION FROM LARGER BASE SECTION. 4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS. 5. CONTRACTOR MAY USE WATERTIGHT BOOT CONNECTION AS AN ALTERNATIVE. 6. CONTRACTOR SHALL PROVIDE BRACKETS DESIGNED SPECIFICALLY FOR THE PIPE SIZE TO BE INSTALLED. MATERIAL SUBMITTALS FOR BRACKETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE CONTRACTOR ORDERING BRACKETS. 7. INSIDE DROP MANHOLES SHALL BE 5' DIAMETER MINIMUM. SS -19 - INSIDE DROP FOR SANITARY SEWER SERVICE N.T.S v v MCM4 & CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS (2)-4150# FLANGES W/ SS INSECT SCREEN _4" WELDED "HOT -DIPPED" GALV. MIN. 2' ABOVE 100 -YR BASE FLOOD ELEVATION 4-1/2" 316 SS BOLTS AND FLAT WASHERS FLANGE 4" ABOVE TOP OF CONCRETE w/ BOLTS IN CONCRETE (SEE ANCHOR DETAIL) -ii�ll III T�II-il Till IIT III 3000 PSI CONCRETE �: Y (MIN.) s 1/4" MIN/MUM 1Z SLOPE (2) 4" 150# FLANGES 4" .. e j .... .. - 6-3/4' S.S. ANCHOR BOLTS ANCHOR DETAIL SEE NOTE 3) CITY OF RALEIGH WATERTIGHT FRAME AND COVER PROVIDE WATER TIGHT SEAL w/ 5' RUBBER BOOT CONNECTION PRECAST CONCRETE MANHOLE-\ FLEXIBLE COUPLING WITH SS SHEAR RINGS NOTES: 1. COORDINATE LOCATION OF OFFSET VENT WITH OWNER'S FIELD REPRESENTATIVE PRIOR TO INSTALLATION. 2. VENT CONNECTION SHALL NOT BE WITHIN JOINT OF MANHOLE. 3. VENT CONNECTION TO MANHOLE SHALL BE AS CLOSE TO TOP AS PRACTICAL WHILE COMPLYING WITH MANHOLE COVER AND SLOPE REQUIREMENTS. SS -17 -OFFSET VENT DETAIL N.T.S z w \ :2 w co la w PLUG PER CITY OF RALEIGH DETAILS '+M NISH GRADE 6IN. PRECAST MANHOLE 6" TO NO MORE THAN 30" ABOVE INVERT FOR MAINS SMALLER THAN 15". FOR CONNECTIONS TO 15" AND LARGER MAINS PLACE SERVICE INVERT AT CROWN ELEVATION OF MAIN. SLOPE FOR 4" PIPE IS 1% MINIMUM. 4;4" 0.6%. 6"�ORPVC FLEXIBLE CONNECTOR 'COMBINATION WYE AND 1/8 BEND PIPE TO REST ON UNDISTURBED SOIL CLEANOUT SHALL BE PLACED AT RIGHT—OF—WAY OR EDGE OF EASEMENT. DO NOT INSTALL CLEANOUT INSIDE A FENCE. 4" DI OR PVC RISER STACK 1'-0" MIN. CONCRETE TROUGH TO BE BUILT TO DIRECT FLOW FROM 4/6" CONNECTION TO EFFLUENT PIPE SECTION VIEW CAP NOTE THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. ALL TAPS WILL BE MADE USING MECHANICAL TAPPING MACHINE. FOR PVC INSTALLATION, SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1. SS -20 - SANITARY SEWER SERVICE MANHOLE TAP DETAIL N.T.S SANITARY SEWER DETAILS 3 OF 4 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 PIPE BRACKETS X Y MIN. NO. OF 0"-72" 60" 3 72"-84" 66" 3 OVER 84" 72" 4 ACCORDING TO THE TYPE OF PRECAST MANHOLE, WASHER SPACERS MAY BE REQUIRED ON LOWER *NUMBER OF BRACKETS MAY BE BRACKETS. REDUCED IF VENT PIPE GOES THROUGH 8,10,OR 12' DIA. MANHOLE TRANSITION SLAB PER SS -9 NOTES: 1. VENT SHALL BE ON CREEK SIDE AND POINT DOWNSTREAM. 2. BRACKET, WASHER PLATES, ANCHOR SLEEVE, THREADED STUD AND NUT SHALL BE STAINLESS STEEL. 3. IF MANHOLE TRANSITIONS FROM LARGE DIAMETER TO SMALLER DIAMETER THEN VENT MUST EXTEND THROUGH TRANSITIONS SLAB PER DETAIL SS -9. SS -16 -MANHOLE VENT AND SUPPORT DETAIL N.T.S NON SHRINKING GROUT OPEN END SEE NOTE 5 CLEANOUT SERVICE LINE �,—TEE STAINLESS STEEL OFFSET 5' BRACKET w/STAINLESS STEEL FLEXIBLE COUPLING ANCHORING (TYP.) SEE NOTE 6 ---DOWNSPOUT MANHOLE WALL 1 1 _6" (TYP.) 90' BEND CONCRETE TROUGH TO MAIN BE BUILT TO DIRECT _ _ SyecF LINE FLOW FROM 4/6" CONNECTION TO i r" EFFLUENT PIPE MANHOLE BOTTOM NON SHRINKING GROUT SEE NOTE 5 `-MANHOLE WALL STRAPS 3' MAXIMUM =N END CLEANOUT FEE STAINLESS STEEL OFFSET BRACKET w/STAINLESS STEEL ANCHORING (TYP.) SEE NOTE 6 )OWNSPOUT 90' BEND NOTES: MANHOLE BOTTOM 1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 30 INCHES. 2. DROPS TO BE CONSTRUCTED OF DUCTILE IRON OR SCH. 80 PVC PIPE. 3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION, OR AT JOINT, OR IN RISER SECTION AFTER TRANSITION FROM LARGER BASE SECTION. 4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS. 5. CONTRACTOR MAY USE WATERTIGHT BOOT CONNECTION AS AN ALTERNATIVE. 6. CONTRACTOR SHALL PROVIDE BRACKETS DESIGNED SPECIFICALLY FOR THE PIPE SIZE TO BE INSTALLED. MATERIAL SUBMITTALS FOR BRACKETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE CONTRACTOR ORDERING BRACKETS. 7. INSIDE DROP MANHOLES SHALL BE 5' DIAMETER MINIMUM. SS -19 - INSIDE DROP FOR SANITARY SEWER SERVICE N.T.S v v MCM4 & CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS (2)-4150# FLANGES W/ SS INSECT SCREEN _4" WELDED "HOT -DIPPED" GALV. MIN. 2' ABOVE 100 -YR BASE FLOOD ELEVATION 4-1/2" 316 SS BOLTS AND FLAT WASHERS FLANGE 4" ABOVE TOP OF CONCRETE w/ BOLTS IN CONCRETE (SEE ANCHOR DETAIL) -ii�ll III T�II-il Till IIT III 3000 PSI CONCRETE �: Y (MIN.) s 1/4" MIN/MUM 1Z SLOPE (2) 4" 150# FLANGES 4" .. e j .... .. - 6-3/4' S.S. ANCHOR BOLTS ANCHOR DETAIL SEE NOTE 3) CITY OF RALEIGH WATERTIGHT FRAME AND COVER PROVIDE WATER TIGHT SEAL w/ 5' RUBBER BOOT CONNECTION PRECAST CONCRETE MANHOLE-\ FLEXIBLE COUPLING WITH SS SHEAR RINGS NOTES: 1. COORDINATE LOCATION OF OFFSET VENT WITH OWNER'S FIELD REPRESENTATIVE PRIOR TO INSTALLATION. 2. VENT CONNECTION SHALL NOT BE WITHIN JOINT OF MANHOLE. 3. VENT CONNECTION TO MANHOLE SHALL BE AS CLOSE TO TOP AS PRACTICAL WHILE COMPLYING WITH MANHOLE COVER AND SLOPE REQUIREMENTS. SS -17 -OFFSET VENT DETAIL N.T.S z w \ :2 w co la w PLUG PER CITY OF RALEIGH DETAILS '+M NISH GRADE 6IN. PRECAST MANHOLE 6" TO NO MORE THAN 30" ABOVE INVERT FOR MAINS SMALLER THAN 15". FOR CONNECTIONS TO 15" AND LARGER MAINS PLACE SERVICE INVERT AT CROWN ELEVATION OF MAIN. SLOPE FOR 4" PIPE IS 1% MINIMUM. 4;4" 0.6%. 6"�ORPVC FLEXIBLE CONNECTOR 'COMBINATION WYE AND 1/8 BEND PIPE TO REST ON UNDISTURBED SOIL CLEANOUT SHALL BE PLACED AT RIGHT—OF—WAY OR EDGE OF EASEMENT. DO NOT INSTALL CLEANOUT INSIDE A FENCE. 4" DI OR PVC RISER STACK 1'-0" MIN. CONCRETE TROUGH TO BE BUILT TO DIRECT FLOW FROM 4/6" CONNECTION TO EFFLUENT PIPE SECTION VIEW CAP NOTE THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. ALL TAPS WILL BE MADE USING MECHANICAL TAPPING MACHINE. FOR PVC INSTALLATION, SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1. SS -20 - SANITARY SEWER SERVICE MANHOLE TAP DETAIL N.T.S SANITARY SEWER DETAILS 3 OF 4 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU 501 HORIZONTAL: DRAWING NUMBER NA VERTICAL: D3 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION SEAL DESCRIP11ONS CARO �1���� SEAL 4 - ZZ r�i� ••...... �`� PAVEMENT OPTION MUST BE 2" BELOW GRADE *SERVICE LATERAL MATERIAL AS REQUIRED IN SEWER CONSTRUCTION/SEWER LATEALS SECTION OF THESE SPECIFICATIONS. WHEN SEWER CLEAN OUT IS IN PAVEMENT a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE BOX WITH COVER LABELLED "SEWER". 4' DIAMETER CONCRETE COLLAR 6" THICK FINISHED GRADE PAVEMENT CURB d NOTE: THE FULL LENGTH OF THE SERVICE DITCH SHALL . , - BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. , ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ; MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1. 8",10" OR 12" TAPPING 1 PIECE OF PIPE SADDLE OR IN-LINE WYE 1/16" OR 1/8" BEND MIN. GRADE 1% 7 PROPERTY LINE CAST IRON OR BRONZE CLEAN OUT PLUG \4" D.I. OR PVC PIPE ' • o ' • 1.0' EXTENSION � 45 SEWER BARREL OF PIPE TO WITH PERMANENT EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP MAIN ; FOR SADDLE INSTALLATION : DETAILS, SEE STANDARD COMBINATION WYE DETAIL SS -22 AND 1/8 BEND (ONE PIECE) SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL N.T.S. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MANHOLENE * a... 9 S�9 PLASTIC GREEN MANHOLE 0592-0046 OF MARKER—LABELED SEWER SOLID WALL SHK, BRL MANHOLE, SEE NOTE 3 w N �\ TEST STATION OR TEST PORT— STANDARD H2O TRAFFIC LOAD RATED VALVE BOX WITH LID DO NOT BUILD® \III" LABELED "TS" AND PAINTED GREEN, SEE MARKER LOOP 3 FT (MIN) PLACED ABOVE DOWNSTREAM SEWER CD INVERT OR ,'. OF WIRE INTO I E -"-LABEL DETAIL TEST STATION FLOWS REMOVE SOLID FLOW I EXISTING GRADECIA a V. co WALL \' \IIIA\�\ Q Cn _j CO - USE 'FERNCO COUPLING STANDARD INDUSTRIAL BLOCKAGE I CRIMP (SIMILAR z� IIIA\�\•-' METAL), TYP SADDLE TO BE TAPERED SPIGOT PROJECTING EQUAL TO SEAL. STM C-361-77 GENECO ILu N0. 12 GAUGE SOLID I 12" HOLE BEYOND O.OF MAIN 0 BARE COPPER I I I r FILLED WITH Z 4'-6" MANUFACTURED TRACER WIRE, TYP I I I CONCRETE 45° PVC SADDLE SADDLE CEMENTED TO =FLOW 2- " Ed r\r w FIBERGLASS UTILITY co I I SEWER w WRAP TRACER MARKER LATERAL I Q WIRE AROUND I I I SEE \�\ - CIRCUMFERENCE OF I I I NOTE 2 FLOW� MANHOLE AND SPLICE I I 45' CAST IRON TO TRACER WIRE FOR I I I I SEWER �f/ DOWNSTREAM SEWER I I I SADDLE MAIN I I I TAP I I 1 STAINLESS I �---------� ,�-----� r--�,- -� ]1NI­I PIPE CROWN UNDISTURBED SOIL T °o sgo # rob o o o yl FLOW i i I i u u I WALL �---- T —I—L----------L --— � J\l�J�dO�ld $ 9° SEWER NOTES: L-----------------� DO NOT BUILD- MAIN STEEL T -BOLTS 1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR INVERT OR REMOVE _ GRAVITY MAIN AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING WIRE a° °-BEFORE SHALL BE ATTACHED TO THE PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY FLOW BACKFILL UNDER PVC SADDLE, AFFIXED TO THE PIPE AT 10 FOOT INTERVALS. FOR GRAVITY MAIN AND OR LATERAL NUTS AND WASHERS INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE INSTALLED AT A DEPTH ADAPTOR, AND CAST IRON STEEL STAINLESS STRAP OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE EXECUTION OF °s �°� WITH STONE THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED. w III �� �\ : • • - - 2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT SHOWN ON SS -2. BE ALLOWED TO TO BE PLACED BETWEEN THE SADDLE AND MAIN. APPROVED 3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF DI �o �\12", � ' OWNER OR OWNER'S REPRESENTATIVE. Of Q CITY OF RALEIGH INSTALLATION DETAILS DEPARTMENT OF PUBLIC UTILITIES COD W �yll�\ . GRAVITY SEWER MAIN TRACER WIRE m W W AND MANHOLE MARKER DWG. NO. REVISIONS DATE REVISIONS DATE UEd fa_ QI:�III�\. SS -20A WKD 09-14 WQ CnJ SEAL DESCRIP11ONS CARO �1���� SEAL 4 - ZZ r�i� ••...... �`� PAVEMENT OPTION MUST BE 2" BELOW GRADE *SERVICE LATERAL MATERIAL AS REQUIRED IN SEWER CONSTRUCTION/SEWER LATEALS SECTION OF THESE SPECIFICATIONS. WHEN SEWER CLEAN OUT IS IN PAVEMENT a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE BOX WITH COVER LABELLED "SEWER". 4' DIAMETER CONCRETE COLLAR 6" THICK FINISHED GRADE PAVEMENT CURB d NOTE: THE FULL LENGTH OF THE SERVICE DITCH SHALL . , - BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. , ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ; MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1. 8",10" OR 12" TAPPING 1 PIECE OF PIPE SADDLE OR IN-LINE WYE 1/16" OR 1/8" BEND MIN. GRADE 1% 7 PROPERTY LINE CAST IRON OR BRONZE CLEAN OUT PLUG \4" D.I. OR PVC PIPE ' • o ' • 1.0' EXTENSION � 45 SEWER BARREL OF PIPE TO WITH PERMANENT EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP MAIN ; FOR SADDLE INSTALLATION : DETAILS, SEE STANDARD COMBINATION WYE DETAIL SS -22 AND 1/8 BEND (ONE PIECE) SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL N.T.S. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MANHOLENE * a... 9 S�9 MCE PROJ. # 0592-0046 OF EJB SOLID WALL SHK, BRL CHECKED w N �\ � (ySS DO NOT BUILD® \III" _J O m SEE MARKER S INVERT OR ,'. E -"-LABEL DETAIL z W FLOWS REMOVE SOLID FLOW a V. PVC TO D.I. PIPE ADAPTER WALL \' \IIIA\�\ Q Cn _j CO - USE 'FERNCO COUPLING BLOCKAGE z� IIIA\�\•-' Ua SADDLE TO BE TAPERED SPIGOT PROJECTING EQUAL TO SEAL. STM C-361-77 GENECO E40 OR EQUAL BEYOND O.OF MAIN RUBBER TUBULAR GASKET SUPPLIED SPOT WELDED 4'-6" MANUFACTURED E 45° PVC SADDLE SADDLE CEMENTED TO =FLOW 2- " FINISH GRADE w FIBERGLASS UTILITY PIPE CROWN LENGTH VARIES MARKER O� \�\ - RESTORE FINISH GRADE TO FLOW� M 45' CAST IRON �f/ SADDLE STAINLESS - ]1NI­I PIPE CROWN UNDISTURBED SOIL T °o sgo # rob o o o CLAMPS WALL I _ J\l�J�dO�ld $ 9° TYPE C304 STAINLESS DO NOT BUILD- STEEL T -BOLTS INVERT OR REMOVE _ _ BACKFILL AND COMPACT a° °-BEFORE TYPE C304 STAINLESS FLOW BACKFILL UNDER PVC SADDLE, 24 GA. TYP. C304L NUTS AND WASHERS DicciNc IN THIS AREA GALL ADAPTOR, AND CAST IRON STEEL STAINLESS STRAP °s �°� WITH STONE BEND WITH#67 STONE AS w III �� �\ : • • - - , . SHOWN ON SS -2. cm GE RALEIGH APPROVED _ DI �o �\12", � ' .Li J ' m Of Q SS -22 - LATERAL SADDLE INSTALLATION DETAILS COD W �yll�\ . i I h SEGMENT m W W UEd fa_ QI:�III�\. DI W WQ CnJ p Q W Z �m� Ii W. III\\\\,- U�\III\. ' QU�� W �0 III"\\ . . Of Of J 0M ;� a 0co 4. .o o.D. �' O w X0_j c -LLMC O•�_jCn Z WEU Q _JI -UQ 'p. > v m W a. I -I Li OfW w c�a mva of —Q I \wJ wI- =omaz LLIQDa ' W U p Z ov p W� WZW J0 OQ Z of 1- mmQ o C�I Cn Qmmw cci>�w QV) 0 0- J w0W U) X �O W �Z Ed mw> >Q�< w LLi Z ��m Z V) W I-ZOf WI -J~ Z00- U) ILLI �w - elf < ch 0 W LCZ Z W — 1- U) O � Q _J 0_ I- Q- w W LLJ U W L -LI U = U_ Q� W LiJm Of = J O Z Q o ~ O0Q D- Q W D[fNO i C)W w—IU �w0_ �LLI Z ��U � W �� Q2Z LLI= Q2 z0 Z LLI U)2 ~ aw LLJ Z (!) 00 0:a L Q— o� z Z ��O wzO w- =w Lij OLIJ < m O�z Q z I- _j LLJ O� a�0 W Wm Z Q QL W z j E _ Qz O J B J Z X WUWU � w QU)m _ 0OmN LLJ Z j m 2 0 W U:2W DI ` J QQw W M 0_j0 Cf) Of Z Z J�D_JD_ _j 1- 0 C) 0 Z: =wZw Z cr)U) <I-zwD_Qz Q0 LLILLI oOQ~�� ALL w=OfI-w�wI-w=L Z� 0 OZ 3:1--3: W CITY OF RALEIGH J .01-- QUON0 0 o: DEPARTMENT OF PUBLIC UTILITIES Cn QQW �LLa~ ui01- W(� D U) a_waWwZ TYPICAL SANITARY SEWER L L J ��wFU� O_0_jZOF W Z O z w o fQ J Wa� O c') 0 =000=0 3:0_=pZX ���O�o_�i (n�L�QW LATERAL TRACER WIRE 0 Z N 4 DWG. NO. REVISIONS DATE REVISIONS DATE r1i WKD 9-14 SS -20B SEAL DESCRIP11ONS CARO �1���� SEAL 4 - ZZ r�i� ••...... �`� PAVEMENT OPTION MUST BE 2" BELOW GRADE *SERVICE LATERAL MATERIAL AS REQUIRED IN SEWER CONSTRUCTION/SEWER LATEALS SECTION OF THESE SPECIFICATIONS. WHEN SEWER CLEAN OUT IS IN PAVEMENT a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE BOX WITH COVER LABELLED "SEWER". 4' DIAMETER CONCRETE COLLAR 6" THICK FINISHED GRADE PAVEMENT CURB d NOTE: THE FULL LENGTH OF THE SERVICE DITCH SHALL . , - BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. , ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ; MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1. 8",10" OR 12" TAPPING 1 PIECE OF PIPE SADDLE OR IN-LINE WYE 1/16" OR 1/8" BEND MIN. GRADE 1% 7 PROPERTY LINE CAST IRON OR BRONZE CLEAN OUT PLUG \4" D.I. OR PVC PIPE ' • o ' • 1.0' EXTENSION � 45 SEWER BARREL OF PIPE TO WITH PERMANENT EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP MAIN ; FOR SADDLE INSTALLATION : DETAILS, SEE STANDARD COMBINATION WYE DETAIL SS -22 AND 1/8 BEND (ONE PIECE) SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL N.T.S. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MANHOLENE * a... 9 S�9 MCE PROJ. # 0592-0046 OF EJB SOLID WALL SHK, BRL CHECKED A 1�MAINE&LIMARKER � (ySS DO NOT BUILD® SEE MARKER S INVERT OR ,'. E -"-LABEL DETAIL FLOWS REMOVE SOLID FLOW a V. PVC TO D.I. PIPE ADAPTER WALL - USE 'FERNCO COUPLING BLOCKAGE 445-401' OR APPROVED NOTE: SADDLE TO BE TAPERED SPIGOT PROJECTING EQUAL TO SEAL. STM C-361-77 GENECO E40 OR EQUAL BEYOND O.OF MAIN RUBBER TUBULAR GASKET SUPPLIED SPOT WELDED 4'-6" MANUFACTURED E 45° PVC SADDLE SADDLE CEMENTED TO =FLOW 2- " FINISH GRADE FIBERGLASS UTILITY PIPE CROWN LENGTH VARIES MARKER O� RESTORE FINISH GRADE TO FLOW� M 45' CAST IRON �f/ SADDLE STAINLESS - STEEL PIPE CROWN UNDISTURBED SOIL T °o sgo # rob o o o CLAMPS WALL I _ $ 9° TYPE C304 STAINLESS DO NOT BUILD- STEEL T -BOLTS INVERT OR REMOVE _ BACKFILL AND COMPACT a° °-BEFORE TYPE C304 STAINLESS FLOW BACKFILL UNDER PVC SADDLE, 24 GA. TYP. C304L NUTS AND WASHERS DicciNc IN THIS AREA GALL ADAPTOR, AND CAST IRON STEEL STAINLESS STRAP °s �°� WITH STONE BEND WITH#67 STONE AS FLOWS SYSTEM IS T FLOW __ POINT SHOWN ON SS -2. cm GE RALEIGH APPROVED _ FOR PVC PIPE FOR DI PIPE SS -22 - LATERAL SADDLE INSTALLATION DETAILS N.T.S. i I h SEGMENT SEAL DESCRIP11ONS CARO �1���� SEAL 4 - ZZ r�i� ••...... �`� PAVEMENT OPTION MUST BE 2" BELOW GRADE *SERVICE LATERAL MATERIAL AS REQUIRED IN SEWER CONSTRUCTION/SEWER LATEALS SECTION OF THESE SPECIFICATIONS. WHEN SEWER CLEAN OUT IS IN PAVEMENT a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE BOX WITH COVER LABELLED "SEWER". 4' DIAMETER CONCRETE COLLAR 6" THICK FINISHED GRADE PAVEMENT CURB d NOTE: THE FULL LENGTH OF THE SERVICE DITCH SHALL . , - BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. , ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ; MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1. 8",10" OR 12" TAPPING 1 PIECE OF PIPE SADDLE OR IN-LINE WYE 1/16" OR 1/8" BEND MIN. GRADE 1% 7 PROPERTY LINE CAST IRON OR BRONZE CLEAN OUT PLUG \4" D.I. OR PVC PIPE ' • o ' • 1.0' EXTENSION � 45 SEWER BARREL OF PIPE TO WITH PERMANENT EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP MAIN ; FOR SADDLE INSTALLATION : DETAILS, SEE STANDARD COMBINATION WYE DETAIL SS -22 AND 1/8 BEND (ONE PIECE) SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL N.T.S. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # MANHOLENE * a... JANUARY 2016 MCE PROJ. # 0592-0046 OF EJB SOLID WALL SHK, BRL CHECKED CLW, JSL 1�MAINE&LIMARKER BRL DO NOT BUILD® SEE MARKER S INVERT OR ,'. E -"-LABEL DETAIL FLOWS REMOVE SOLID FLOW a V. E WALL BLOCKAGE W UNTIL SYSTEM IS APPROVED 4'-6" MANUFACTURED E FINISH GRADE FIBERGLASS UTILITY R LENGTH VARIES MARKER RESTORE FINISH GRADE TO M MATCH EXISTING CONDITIONS - MANHOLE *SOLID UNDISTURBED SOIL T °o sgo # rob o o o WALL I _ $ 9° DO NOT BUILD- °8 INVERT OR REMOVE _ BACKFILL AND COMPACT a° °-BEFORE SOLID WALL 6" OVER TOP OF PIPE - PER TECHNICAL SPECS. 2'-6" as 12" HOLE FILLED DicciNc IN THIS AREA GALL BLOCKAGE UNTIL 1 °s �°� WITH STONE (919) 857-4540 FLOWS SYSTEM IS T FLOW __ POINT 8 ° cm GE RALEIGH APPROVED _ PUBLIC WORKS DEPT. 7 2' MIN. REPAIR 2' MIN. _o i I h SEGMENT 12" BEDDING USE MIN. 8" THICK SOLID BRICK/BLOCK & MORTAR *LOCATED IN FIRST MANHOLE FROM TIE-IN. SOLID WALL MUST BE BUILT BEFORE LAYING NEXT RUN OF PIPE. INFLATABLE PLUGS MAY BE USED IN LIEU OF BLOCK WHEN APPROVED BY OWNER. SS -23 - SANITARY SEWER PROTECTION DURING CONSTRUCTION N.T.S v v MCM4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn Kq�F'I � s Q EXISTING SEWER PIPE VARIES-\ THE JOINT SHALL BE PREPARED BY J SAWCUTTING THE EXISTING PIPE TO LEAVE A SMOOTH, STRAIGHT SURFACE NEW DUCTILE IRON SEWER PIPE. LENGTH VARIES. 8" MINIMUM 18•" MINIMUM I COMPACTED #67 STONE RUBBER SLEEVE COUPLING WITH STAINLESS STEEL COMPRESSION BANDS AND SHEAR RINGS AS MANUFACTURED BY MISSION PRODUCTS, FERNCO, OR APPROVED EQUAL (TYPICAL EACH END). COUPLING TO BE A MINIMUM 6 INCHES WIDE AND ENCASED IN CONCRETE. SS -24 - TYPICAL SEWER POINT REPAIR N.T.S CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS MARKER LABEL DETAIL NOTES: 1. FIBERGLASS MARKER SHALL BE GREEN IN COLOR. 2. LABEL PER "MARKER LABEL DETAIL" ABOVE. 3. TO BE PLACED ON EACH SIDE OF ANY ROADWAY, RAILWAY, OR POWER LINE R/W AND ANY OTHER LOCATION INDICATED ON PLANS. SEWER MAIN SS -25 - STANDARD UTILITY MARKER FOR SEWER MAIN IN EASEMENT N.T.S SANITARY SEWER DETAILS 4OF4 DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU501 DRAWING NUMBER D4 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON BACKFILL G" OF #G7 STONE WHEN ROCK OR WATER IS ENCOUNTERED FINISHED GRADE WATER PIPE BENDS 0 0 AREAS MAIN 15-I1\1 C.I. OR D.(. WATER PIPE BENDS GASKET TAMPED TEST PRESSURE BACKFILL 7 NOTES: 8 • •'3'-0" MIN.•,'-;•' 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OF 200 P.S.I. OR GREATER. 111 3) FOR ANY VALVES OVER 10' DEEP, A VALVE 12 STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5', EXTENSION UNDISTURBED SOIL G11 O.D. OF PIPE G11 MINIMUM SIDE CLEARANCE NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN G" LIFTS. 5. ACHIEVE 95% COMPACTION IN BACKFILL. PW -1 - TRENCH BOTTOM DETAIL FOR DUCTILE IRON POTABLE WATER N.T.S APPROVED METHOD FOR EXTENSION OF VALVE BOX 51, C NOTE: 2'x 2'x G" CONCRETE PAD REQUIRED ON ALL VALVES. NO FRECA5T CONCRETE DOUGHNUT ALLOWED. E STANDARD W-18 K COVER DETAILS. 2' J I/11V VFiI�V VNLVL 30X TOP SECTION TO 2'► 3E SLIDE SECTION DOMESTIC CASTING PAVEMENT -`d VALVE BOX COVER 4• : •... . CONCRETE PAD VALVE BOX 5" SOIL PIPE EXTENSIONS TAMPED BACKFILL VALVE 1U 1/4--11- PW -4 - VALVE BOX INSTALLATION AND EXTENSION DETAIL N.T.S. TEE I NTER5ECTION THRUST BLOCKING THRUST BLOCK AREA NOTES: I. CONCRETE SHALL BE 3000 PSI 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 3. TRENCHES SHALL CONFORM TO STANDARD DETAIL 4. SEE STANDARD THRUST BLOCK TABLE PW -3 FOR AREA OF CONCRETE REQUIRED. 5. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST BLOCKING. 4F) 1111 11. y. .le 4. a c)(1° RFNIn PW -2 - THRUST BLOCKING VIEWS N.T.S CURB STOP BOX SEE DETAIL W-25 R 12"I � FOR METER BOX 0 I I W ROADWAY /, SIDEWALK 5/8" METER DUAL CHECK VALVE TOP OF VALVE NEEDS BACKFLOW PRE - TO BE 12" BENEATH VENTION DEVICE TOP OF METER BOX LID. FLOW 00 Iv LOCKABLE VALVE PLUG LOCK 3" #G7 STONE STANDARD 3/4" BACKFILL, TAMPED OR I" SERVICE IN G" LIFTS° \\��� SIZE 45 UNDISTURBED SOIL BRASS CURB STOP V3/4' OR 1 "TYPE "K" MAN SOFT COPPER PIPE, 3' TYPE K SOFT COPPER, CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END UNDER CORPORATION COUPLINGS SET BOX ON CONCRETE BLOCKS COCK FOR SUPPORT /8 CORPORATION COCK SETTER. 2" COPPER SER METER YOKE NOTES: I . WATER METER AS MANUFACTURED BY 5EN5U5, OR 5CHLUMBERGER. 2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE, 3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED EASEMENT ADJACENT TO R/W. 4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER KE5ETTEK CAN BE USED TO ADJUST TO GRADE. COPPER RE5ETTEK5 ARE PROHIBITED ON NEW SERVICES. 5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1- 1/4" STEEL UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR CURB STOP OPERATION. PW -5 - 3/4" & 1" WATER SERVICE INSTALLATION DETAIL N.T.S. SEAL N011111A►11+, ff SEAL _�'o ssio ���' ��Z „v�-- 4 "//� LAY v vMFK2\4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn REACTION BEARING AREAS WATER WATER PIPE BENDS 0 0 AREAS MAIN 15-I1\1 C.I. OR D.(. WATER PIPE BENDS GASKET TAMPED TEST PRESSURE BACKFILL 7 NOTES: 8 1) VALVE BOX NOT TO CONTACT WATER MAIN BASED ON TEST 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OF 200 P.S.I. OR GREATER. 111 3) FOR ANY VALVES OVER 10' DEEP, A VALVE 12 STEM EXTENSION MUST BE USED TO BRING TO A DEPTH OF NO MORE THAN 5', EXTENSION MUST BE A MINIMUM OF 1" SOLID STOCK. IDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 -OM SECTION LBS. 1U 1/4--11- PW -4 - VALVE BOX INSTALLATION AND EXTENSION DETAIL N.T.S. TEE I NTER5ECTION THRUST BLOCKING THRUST BLOCK AREA NOTES: I. CONCRETE SHALL BE 3000 PSI 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 3. TRENCHES SHALL CONFORM TO STANDARD DETAIL 4. SEE STANDARD THRUST BLOCK TABLE PW -3 FOR AREA OF CONCRETE REQUIRED. 5. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST BLOCKING. 4F) 1111 11. y. .le 4. a c)(1° RFNIn PW -2 - THRUST BLOCKING VIEWS N.T.S CURB STOP BOX SEE DETAIL W-25 R 12"I � FOR METER BOX 0 I I W ROADWAY /, SIDEWALK 5/8" METER DUAL CHECK VALVE TOP OF VALVE NEEDS BACKFLOW PRE - TO BE 12" BENEATH VENTION DEVICE TOP OF METER BOX LID. FLOW 00 Iv LOCKABLE VALVE PLUG LOCK 3" #G7 STONE STANDARD 3/4" BACKFILL, TAMPED OR I" SERVICE IN G" LIFTS° \\��� SIZE 45 UNDISTURBED SOIL BRASS CURB STOP V3/4' OR 1 "TYPE "K" MAN SOFT COPPER PIPE, 3' TYPE K SOFT COPPER, CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END UNDER CORPORATION COUPLINGS SET BOX ON CONCRETE BLOCKS COCK FOR SUPPORT /8 CORPORATION COCK SETTER. 2" COPPER SER METER YOKE NOTES: I . WATER METER AS MANUFACTURED BY 5EN5U5, OR 5CHLUMBERGER. 2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE, 3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED EASEMENT ADJACENT TO R/W. 4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER KE5ETTEK CAN BE USED TO ADJUST TO GRADE. COPPER RE5ETTEK5 ARE PROHIBITED ON NEW SERVICES. 5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1- 1/4" STEEL UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR CURB STOP OPERATION. PW -5 - 3/4" & 1" WATER SERVICE INSTALLATION DETAIL N.T.S. SEAL N011111A►11+, ff SEAL _�'o ssio ���' ��Z „v�-- 4 "//� LAY v vMFK2\4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS 5 BASED ON TEST PRESSURE OF 200 P.S.I. 7 2" TYPE "K", 50FT COPPER WITH FLARED ELBOW 8 CORPORATION COCK BASED ON TEST PRESSURE OF 200 P.S.I. GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN 111 ALL AREAS GIVEN IN SQUARE FEET. 12 2" -GATE VALVE ALL AREAS GIVEN IN SQUARE FEET. -Al =O 02 00 O -31 o� o0 Qry 4Q1,7 �J O / �P� v Al O� QJ �� O C� �.`� O� 40 ��O � Q �O �O/O � O� � QO O4� �O oo �O �O 6" 24„ 11 1/4° 1,108 1 1 1 1 1 1 2 1 11 1/4° 17,734 5 9 11 3 3 5 18 2 22 1/2° 2,207 1 2 2 1 1 1 3 1 22 1/T 35,305 9 18 22 5 5 9 36 4 45° 4,328 2 3 3 1 1 2 5 1 45° 69,252 18 35 42 9 9 18 70 7 90° 7,996 2 4 5 1 1 2 8 1 90° 127,936 32 64 77 16 16 32 128 13 PLUG 5,655 2 3 4 1 1 2 6 1 PLUG 90,478 23 46 55 12 12 23 91 10 8" 30" 11 1/4° 1,970 1 1 2 1 1 1 2 1 11 1/4° 27,709 7 14 17 4 4 7 2 3 22 1/2 3,922 1 2 3 1 1 1 4 1 22 11fl 55,163 14 28 34 7 7 14 56 6 45° 7,694 2 4 5 1 1 2 8 1 45° 108,206 28 55 65 14 14 28 109 11 90° 14,215 4 8 9 2 2 4 15 2 90° 199,900 50 100 120 25 25 50 200 20 PLUG 10,053 3 5 6 2 2 3 10 1 PLUG 141,372 36 71 85 18 18 36 142 15 12" 36" 11 1/4° 4,433 2 3 3 1 1 2 5 1 11 1/4° 1 39,901 10 20 24 5 5 10 1 40 4 22 1/f 8,826 3 5 6 2 2 3 9 1 22 1/f 79,439 20 40 48 10 10 20 30 8 45° 17,312 5 9 11 3 3 5 18 2 45° 155,816 39 78 94 20 20 39 156 16 90° 31,983 8 16 19 4 4 8 32 4 90° 287,855 72 144 172 36 36 72 288 29 PLUG 22,619 6 12 14 3 3 6 23 3 PLUG 203,575 51 102 122 26 26 51 204 21 16" 48" 11 1/4° 7,881 2 4 1 5 1 1 2 8 1 11 1/4° 70,935 18 36 43 9 9 18 71 8 221 /f 15,691 4 8 10 2 2 4 16 1 2 22 1 /2° 141,218 36 71 85 18 18 36 142 15 45° 30,779 8 16 19 4 4 8 31 4 45° 277,007 70 139 166 35 35 70 277 28 90° 56,861 1 15 29 35 8 8 15 57 6 90° 511,742 128 256 320 64 64 128 512 52 PLUG40,213 10 21 25 5 5 10 41 5 PLUG 1 361,911 1 91 1 181 1 217 46 46 91 362 37 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VER71CAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90 TO THE THRUST VECTOR. USE 6" - 90 BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. PW -3 - CONCRETE THRUST BLOCK SCHEDULE N.T.S n I all N- -1 1 Frl L-Irll F 17 5/8"- 3/ 6 tj TYP. D SECTION C -C NOTES: 1. COVER WEIGHT: 13 L135 +/- 5% 2. LIDS TO BE COATED WITH BITUMINOUS COAL TAR COATING 3. HOLE SHALL BE FITTED WITH A METAL GROMMET 7/8" f T 00 a +00 y SECTION B -B SECTION A -A PW -6 - WATER METER BOX DETAIL N.T.S. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS /4" (c,FF 1\IOTF '�l CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # 1 PRECAST MANHOLE, SEE STANDARD DETAIL 5-20 2 TRASH HOOD 3 2" AIR RELEASE VALVE 4 2" CURB STOP BALL VALVE 5 ADAPTER 6 2" MECHANICAL JOINT BRASS PIPE AND FITTINGS 7 2" TYPE "K", 50FT COPPER WITH FLARED ELBOW 8 CORPORATION COCK 9 G" DIAMETER DRAIN 10 GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN 111 PIPE CAP 12 2" -GATE VALVE SEE STANDARD DETAIL PW- I TO INSURE PROPER BACKFILL. PW -6A - STD. WATER AIR RELEASE VALVE N.T.S. POTABLE WATER DETAILS 1 OF 2 �E ER 1 . AIR VALVE TO BE P-20 WITH VACUUM CHECK BY CRI5FIN OR VAL MATIC VM 45. 2. THE AIR RELEASE MANHOLE SHALL BE INSTALLED IN THE SHOULDER OR A5 DIRECTED BY THE ENGINEER. 3. FOR MAINS LOCATED OUT5IDE OF STREET RIGHT-OF-WAYS THE MAXIMUM D15TANCE BETWEEN THE MANHOLE AND THE VALVE BOX SHOULD BE THREE (3) FEET. 4. MAIN SHALL BE DEEP ENOUGH TO ACCOMODATE INSTALLATION A5 SHOWN DATE: JANUARY 2016 MICE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D5 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 5" STORZ NOZZLE 32" 18" 2 I" NOZZLES W/ NATIONAL STANDARD THREADS GROUND LINE e Y 1 5/8" NOTES: 1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 2. KNIGHTDALE, PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS. 4. WENDELL PUBLIC HYDRANTS SHALL BE PAINTED SAFETY YELLOW WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS, AND OPERATING NUTS 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW W/SILVER CAPS AND OPERATING NUTS. 5. ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 6. OPERATING NUTS NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS 12" OR LARGER SHALL BE PAINTED BLACK. OPERATING NUTS ON HYDRANTS ANY OTHER SIZE SHALL BE PAINTED SILVER. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE, WAKE FOREST, WENDELL & ZEBULON STANDARD FIRE HYDRANT WITH 5" STORZ PUMPER NOZZLE DWG. N0. REVISIONS DATE I REVISIONS IDATE 3-1-87 1 ABB 7-21-05 W-5 RRH 3-31-00 1 DHL 2-18-08 PW -7 - FIRE HYDRANT ASSEMBLY DETAIL N.T.S. CONCRETE THRUST COLLAR --\ DESCRIP11ONS REVISIONS 5' MINIMUM 5/8" THREADED RODS (EACH SIDE) FF -1 D.I. PIPE PROPERTY MINIMUM 36" HORIZONTAL CLEARANCE LINE /FROM ANY OBJECT. /FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED TOWARDS FIRE TRUCK ACCESS. TRAFFIC FLANGE BETWEEN 2" - 6" ABOVE GRADE 5' 3'-6" /CURB AND GUTTER PAVEMENT SIDEWALK VALVE BOX 6" GATE VALVE cO COMPACTED BACKFILL CONC. THRUST N (TAMPED IN 6" LIFTS) BLOCK 1 6" MIN. BRANCH PIPE MAIN CONC. SETTING SLAB 3/4" HOT DIPPED 1'-3"x 1'-3"x 4" THICK GALVANIZED BRIDLE 1'- 0" ROD MAY BE COUPLED 3000 P.S.I. CONCRETE ONCE. THRUST BLOCKING 7 CU. FT. CRUSHED STONE MIN. UNDISTURBED EARTH. NOTES: 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. 4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE THAN 1OFT FROM HYDRANT AND POURED IN CONCRETE. 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FOR ADJUSTING THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STANDARD FIRE HYDRANT INSTALLATION DETAIL REVISIONS I DATE I REVISIONS C ABB 4-6-04 PW -8 - FIRE HYDRANT INSTALLATION DETAIL N.T.S. III -III -III -III -III- I I -I I I- -I :III -III -I - I -I � I -III -I � I -I � 1- I�111-� 1=� 11-111-111- UNDISTURBED SOIL CONCRETE THRUST BLOCK MECHANICAL JOINT CAP 5' MINIMUM /-5/8" THREADED RODS �1 (EACH SIDE) D.I. PIPE - BLOCKING -III-III-III-III-III-III-III-III-I 11- 1 1 1=1 I I-III=1 I I-III=1 I I-III=1 I I-II I-� I � I I I I IiI I I I liI I I I liI I I I liI I I I liI I I I liI I I I I T l l l l l � l l l l � l PW -11 - STANDARD CAPPING DETAIL N.T.S. SEAL CA ��fAll/ SEAL •......... Q(, f%,f 44 - tlL�00D CAST DATE TE9 O 16 18 PLAN VIEW r iv SECTION VIEW BOTTOM VIEW Note 1 - "Water" Lettering must be 1" Raised (Recessed Flush) Note 2 - Valve Cover shall be domestically cast. Note 3 - Cover must have a minimum weight of 25 pounds. Note 4 - Cover must be class 35 or greater. Note 5 - Cover must meet or exceed AASHTO H-20 load requirements. PW -9 - VALVE BOX COVER DETAIL N.T.S. REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "Y" BAR LENGTH "Y" BAR WEIGHT NO. REQUIRED 6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT V_1" 1.1 LBS. EACH X-24, Y-12 48" & > #6 3'-0"+ O.D. PIPE 1.502 LBS/FT V-3" 1.9 LBS. EACH X-24, Y-12 "X" BA "A" "B" 6" - 16" 1'-4" °° ° e�ro °e4°°O• 20" - 24" 1'-4'• •• °O•s �°O° e ., V-4., :e % oe 1,_8„ s° e4. °� • RESTRAINING GLAND, MIN. 200 PSI PRESSURE °Ooe ro •s °,s 4000 OR APPROVED EQUAL THRUST BLOCKING PER °' s o s•e°.b° SPLIT RING RESTRAINER, MIN. 200 PSI PRESSURE PW2 & PW3 RATING, STAR PIPE PRODUCTS, SERIES 1000C OR .row APPROVED EQUAL ° .% :e ro• °. a_ o0 ro° q«•�� LINE SIZE TEMPORARY LINESTOP INCLUDING ° 4b ;`•° ° P, �a �.% a COMPLETION PLUG WITH BLIND FLANGE AS • ae oa EQUAL b e s s MIN. L3" CONCRETE CLEARANCE MECHANICAL RESTAINING COLLAR NOTES: 1. SEE STANDARD DETAIL PW -2 FOR THRUST BLOCK LOCATIONS. 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. . 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL PW -1. 5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL PW -1. 6. MECHANICAL RESTAINING COLLAR SHALL BE AS MANUFACTURED BY MEGA -LUG OR EQUAL. 106 ° 00 poo o0 o o 00 om bo06 •eo ° °° 0 00 °°6 c•°p.`�O 4. ° °° .ro b•O`• o:1 o�• b° .ro' oro•. •.roebe e • o ° ° e e ° o ° e Leb ° % oro o 0.. a. b .,::do.ero: CONCRETE--`° qe ```•• `°o ° °`° `` b r°�bM1• a• .b . roo•,ge og q °� °:ro eros $O °.rou °!gos b°• s 000•00 ° •OQ°o p o°po 0 0.3" MIN, CLEARANCE THRUST COLLAR, AND THRUST SCHEDULE I.D. PIPE "A" "B" 6" - 16" 1'-4" V-7" 20" - 24" 1'-4'• 1,_7» 30" - 36" V-4., V-7" 48" & > 1,_8„ PW -10 - THRUST COLLAR DESIGN DATA FOR WATER MAINS N.T.S. NEW TAPPING SLEEVE AS REQ'D. AS REQ'D. AS REQ'D. AND VALVE SEE PLAN 0592-0046 DRAWN CUT AND CAP DESIGNED EXIST. WATER MAIN EXIST. WATER MAINREMOVE EXIST. WATER PROD. MGR. - - - ��-MAIN AS REQUIRED ROD MJ CAP BACK TO THRUST COLLAR w/ SIX (6) TIE RODS PER STANDARD DETAIL R-11 RESTRAINING GLAND, MIN. 200 PSI PRESSURE RATING, STAR PIPE PRODUCTS, STARGRIP SERIES 4000 OR APPROVED EQUAL THRUST BLOCKING PER STANDARD DETAILS SPLIT RING RESTRAINER, MIN. 200 PSI PRESSURE PW2 & PW3 RATING, STAR PIPE PRODUCTS, SERIES 1000C OR APPROVED EQUAL THRUST COLLAR PER STANDARD DETAILS SS -8. BEARING SURFACES PER DETAIL PW -3 AGAINST UNDISTURBED SOIL EITHER SIDE OF TRENCH. LINE SIZE TEMPORARY LINESTOP INCLUDING LINESTOP FITTING, EQUALIZATION FITTINGS AND COMPLETION PLUG WITH BLIND FLANGE AS PROVIDED BY "TEAM INDUSTRIAL SERVICES" OR EQUAL v v MCKM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn PW -12 - NEW TO EXIST. WATER MAIN TIE-IN N.T.S. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS POTABLE WATER DETAILS 2OF2 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MICE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROD. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU501 DRAWING NUMBER D6 >TATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON 1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT. 2. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, ENGINEER, CITY OF RALEIGH AND NCDENR-LAND QUALITY SECTION REPRESENTATIVE PRIOR TO ANY LAND DISTURBING ACTIVITY ON SITE. 3. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. 5. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED. 6. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS IN ACCORDANCE WITH THE NPDES STABILIZATION TABLE AND DETAILS EC3 - EC4. 7. MAINTAIN A COPY OF THE LETTER OF PLAN APPROVAL ON SITE FOR SEDIMENTATION AND EROSION CONTROL FROM NCDENR-LAND QUALITY SECTION. 8. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-MONITORING REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDANCE WITH NCGS 13A-54.1 AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM http: //portal.ncdenr.org/web/Ir/erosion. IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE NCDENR OFFICE AT (919) 791-4200. THESE INSPECTION REPORTS ARE TO BE EMAILED, FAXED OR MAILED AT LEAST MONTHLY TO THE NCDENR OFFICE. FAX: (919) 571-4718. 9. CONTRACTOR TO POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES. 10. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY LINES. CONTRACTOR IS TO CALL 1-800-632-4949 FOR "NC ONE CALL" TO HAVE EXISTING UTILITIES LOCATED. 11. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS OF DISTURBANCE PRIOR TO LAND DISTURBING ACTIVITIES. 12. INSTALL TEMPORARY SILT FENCE/TREE PROTECTION FENCE AND OTHER MEASURES AS SHOWN ON PLANS. 13. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES WHERE REQUIRED TO ACCESS WORK AREA. INSTALL INLET PROTECTION FOR STORM DRAIN INLETS LOCATED IN FIELD. 14. INSTALL TEMPORARY ARC FILTER INLET PROTECTION AND CHECK DAMS AS SHOWN ON PLANS. 15. OPEN TRENCH, INSTALL SANITARY SEWER AND BACKFILL TRENCH DAILY. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM SIDE OF THE TRENCH. 16. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS SHOWN ON PLANS. 17. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE EROSION CONTROL (EC) DETAILS AND TECHNICAL SPECIFICATIONS. 18. REMOVE TEMPORARY CONSTRUCTION ENTRANCES WHEN WORK IS COMPLETE IN AN AREA. 19. ONCE ALL GROUNDCOVER HAS BEEN ESTABLISHED, AND OTHER CONSTRUCTION IS COMPLETE, CONTACT NCDENR-LAND QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES. 20. AFTER SITE IS COMPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM ENGINEER TO REMOVE ALL TEMPORARY MEASURES. ONCE APPROVAL IS GIVEN, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION AS REQUIRED AND ON ANY RESULTING BARE AREAS. REPAIR ANY AREAS DISTURBED DURING REMOVAL. EC -1.1 - EROSION CONTROL CONSTRUCTION SEQUENCE N.T.S RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (Ib/acre) TALL FESCUE 80 KOBE LESPEDEZA 40 NURSE PLANTS: BETWEEN MAY 1 AND AUG. 15, ADD 10 Ib/acre GERMAN MILLET OR 15 Ib/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN) SEEDING DATES: BEST POSSIBLE FALL AUG. 15 -SEPT. 15 AUG. 20 - OCT. 25 LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 -APR. 15. FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE. SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER MULCH: APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. * IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000 LB/ACRE. MAINTENANCE: REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. RECOMMENDATIONS FOR GRASS -LINED CHANNELS SEEDING MIXTURE SPECIES RATE (Ib/acre) TALL FESCUE 200 NURSE PLANTS: BETWEEN MAY 1 AND AUG. 15, ADD 10 Ib/acre SUDANGRASS OR 15 Ib/acre GERMAN MILLET. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN) SEEDING DATES: BEST: AUG. 25 - OCT. POSSIBLE: FEB. - APR. 15 AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 Ib/acre RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 Ib/acre GROUND AGRICULTURAL LIMESTONE AND 1,000 Ib/acre 10-10-10 FERTILIZER MULCH: USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND TO THE TOP OF BANK. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 Ib/acre GRAIN STRAW, AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000 LB/ACRE. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 Ib/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. NOTE: SEE NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING OPTIONS. 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. 3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER THE ENGINEER OR ENVIRONMENTAL INSPECTOR. 4. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, CONSTRUCTION ENTRANCE, ETC.) SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED. 5. DUST ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROHIBITED. 6. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES, CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS. 7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1 -FOOT IN DEEP. 8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1. 9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED OFF SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS. 10. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 11. REFER TO EROSION CONTROL DETAILS FOR ADDITIONAL REQUIREMENTS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR SPOIL AREAS OR DISTURBED AREAS NOT SHOWN ON THESE PLANS. THIS SHALL INCLUDE ALL COST ASSOCIATED WITH OBTAINING PERMIT. 13. CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN WRITTEN APPROVAL FROM ENGINEER FOR VARIANCE. 14. IF RIP -RAP IS NOT REQUIRED AND STRAW WITH TACK LINER IS TO BE USED, WATER COURSE SHALL BE SEEDED PER SIDE DITCH SEEDING SCHEDULE DETAIL USING SEEDBED PREPARATION SCHEDULE DETAIL. 15. TOTAL DISTURBED AREA IS 3.6 ACRES. 16. IF RIP -RAP IS REQUIRED, THE FOLLOWING IS REQUIRED. A. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH LAYER OF STABILIZATION STONE ON A NON -BIODEGRADABLE FILTER FABRIC. PLACEMENT OF RIP -RAP SHALL IMMEDIATELY FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING BASE OF STONE OR DRAINAGE FABRIC WHEN PLACING STONE. COST OF THE STONE BASE OR FABRIC SHALL BE INCLUDED IN THE COST OF THE PLACING OF RIP -RAP. B. MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 INCHES AND THE MINIMUM THICKNESS OF THE RIP -RAP LAYER SHALL BE 18 INCHES. C. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP -RAP IS TO BLEND WITH THE SURROUNDING AREA. D. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER SEVERE STORMS) AND REMOVE BRUSH GROWTH BETWEEN STONES. 17. A 1/4" LAYER OF FINES/SCREENINGS SHOULD BE PLACED IN AREAS WHERE TRENCH MATERIAL IS TO BE STOCKPILED ON ASPHALT DURING CONSTRUCTION. EC -1.2 - EROSION CONTROL NOTES RECOMMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS SEEDING MIXTURE RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE SPECIES COMMON NAME PERCENT ELYMUS VIRGINICUS VIRGINIA WILD RYE 15 PANICUM VIRGATUM SWITCHGRASS 15 AGROSTIS STOLONIFERA CREEPING BENTGRASS 10 RUDBECKIA HIRTA BLACK-EYED SUSAN 10 COREOPSIS LANCEOLATA COREOPSIS 10 PANICUM CLANDESTINUM DEER TONGUE 10 ANDROPOGON GERARDII BIG BLUESTEM 5 JUNCUS EFUSUS SOFT RUSH 5 ECHINOCHLOA MURICATA AWNED BARNYARD GRASS 5 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 5 SORGHASTRUM NUTANS INDIAN GRASS 5 TRIPSACUM DACTYLOIDES GAMMA 5 AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED EQUAL. SEEDING DATES: BEST: MAR. 1 - MAY 1 POSSIBLE: OCT. - FEB. .r:•�y�a.�ul:•�y t•�����mi,l�lc•�yaira•t:3a SOIL AMENDMENTS: CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2 INCHES. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 Ib/acre GROUND AGRICULTURAL LIMESTONE. MAINTENANCE: INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AUGUST - SEPTEMBER ONLY TO HELP DISPERSE SEEDS. EC -4 - PERMANENT SEEDING SCHEDULE N.T.S DESCRIPTIONS REMSIONS IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND INTALL THE OTHER 1/2 OF MULCH ON TOP. SEAL 1`,���►�l t SEAL CA►��,+r',,ff .s` N... 0 tssio „p-- 4 LAY 1NQ NPDES Stormwater Discharge Permit for Construction Activities (NCGO1) 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE EC -4). 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6. SEE EC -4 FOR PERMANENT SEEDING SCHEDULE. 7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. EC -2 - SEEDBED PREPARATION N.T.S NCDENR/Division of Water Quality NEW STABILIZATION TIMEFRAMES (Effective Aug. 3, 2011) SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS SEDIMENT ON SITE Perimeter dikes, swales, ditches, slopes 7 days None ° High Quality Water (HQW) Zones 7 days None Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not than 2:1, 14 days OF PROPOSED STREET F o steeper are allowed. Slopes 3:1 flatter 14 days 7 days for than 50' in length. or Ix slopes greater I \ All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. v v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn EXISTING ROADWAY 6" MIN. a :;•;tea; opo 'I11=::d111F oo I X111= RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (Ib/acre) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN 50 PIEDMONT & COASTAL PLAIN, KOREAN IN MOUNTAINS OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYONDJUNE SEEDING DATES: MOUNTAINS (ABOVE 2,500'): FEB. 15 - MAY 15 (BELOW 2,500'): FEB. 1 - MAY 1 PIEDMONT: JAN. 1 - MAY 1 COASTAL PLAIN: DEC. 1 -APR. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER MULCH: APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. * IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000 LB/ACRE. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. RECOMMENDATIONS FOR FALL SEEDING MIXTURE SPECIES RATE (Ib/acre) RYE (GRAIN) 120 SEEDING DATES: MOUNTAINS: AUG. 15 - DEC. 15 COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER MULCH: APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. * IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000 LB/ACRE. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 Ib/acre OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 Ib/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. RECOMMENDATIONS FOR SUMMER SEEDING MIXTURE SPECIES RATE (Ib/acre) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 Ib/acre. SEEDING DATES: MOUNTAINS MAY 15 -AUG. 15 PIEDMONT: MAY 1 -AUG. 15 COASTAL PLAIN: APR. 15 -AUG. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER MULCH: APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. EC -3 - TEMPORARY SEEDING SCHEDULE N.T.S PLAN NEW CONSTRUCTION 70' MIN. (SEE NOTE 5). 30' MIN. FABRIC UNDER STONE CROSS SECTION NOTES: 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. 2" MIN. 4. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION ENTRANCES 5. 6" DEEP SECTION MAY BE REDUCED IN LENGTH IF CONSTRUCTION SITE DOES NOT ALLOW FOR THE FULL 70'. EC -5 - TEMPORARY CONSTRUCTION ENTRANCE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS EROSION CONTROL DETAILS 1 OF 3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: 100' (SEE NOTE 5) MICE PROD. # BUT SUFFICIENT TO KEEP DRAWN SEDIMENT ON SITE DESIGNED SHK, BRL CHECKED 00 0 0 00 �b o 0000 0 000 �0 0 o`bo 000 PROJ. MGR. 0 00 0 00 0 0 25' OR FULL WIDTH Z ¢ 000 00 2" - 3" STONE TO BE USED -0 OF PROPOSED STREET F o 0 0 ( SURGE STONE OR o 0 OR ENTRANCE, O 0000 RAILROAD BALAST) o WHICHEVER IS Ix 000 000 0 0 00 000000 00 $000 GREATER. 8 0 ooW o0 0 0 000000 g0 00 00 0 00 00 00 00 0 00000000$00 00 00 0 PLAN NEW CONSTRUCTION 70' MIN. (SEE NOTE 5). 30' MIN. FABRIC UNDER STONE CROSS SECTION NOTES: 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. 2" MIN. 4. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION ENTRANCES 5. 6" DEEP SECTION MAY BE REDUCED IN LENGTH IF CONSTRUCTION SITE DOES NOT ALLOW FOR THE FULL 70'. EC -5 - TEMPORARY CONSTRUCTION ENTRANCE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS EROSION CONTROL DETAILS 1 OF 3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MICE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER I1-YA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER IWOiffi.45010 OWN m =m.6 0 0 n O 1 CV FRONT VIEW STEEL POST -WOVEN WIRE FABRIC -WARNING SIGN SILT FENCE GEOTEXTILE FABRIC -GRADE -6" MIN. COVER OVER SKIRT * EXTEND WIRE 6" MIN. INTO TRENCH AND ANCHOR SKIRT AS DIRECTED BY MIN. 12-1/2 GA. INTERMEDIATE WIRES GRADE II gill IIIII * FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. 40"� t TREE PROTECTION AREA 18 DO NOT ENTER WARNING SIGN DETAIL SIDE VIEW ENGINEER NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. 9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) AND DESIGN CRITERIA. 11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS. 13. SEE N.C. DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARRALELL WITH THE TOE OF THE FENCE). EC -6 - TEMPORARY SILT/TREE PROTECTION FENCE N.T.S 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECPS BACK OVER SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECPS. 3. ROLL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY (FOR SLOPES LESS THAN 3:1) ACROSS THE SLOPE. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM TM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -5" (5 CM -12.5 CM) OVERLAP DEPENDING ON RECP'S TYPE. 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'S WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECPS. EC -10 - TEMPORARY STABILIZATION FOR SLOPES GREATER THAN 10 FEET N.T.S C 0 IN FA L( i L F i MINIMUM 10 GAUGE LINE WIRES 8'-0" MAXIMUM FRONT VIEW NOTE: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE. 3. MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6-9 MONTHS. 4. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. 5. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 6. SEE N.C. DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES: PLANNING CONSIDERATIONS & DESIGN CRITERIA. 12-1/2 GAUGE DIATE WIRES )E 2'-0" EC -7 - TEMPORARY SILT FENCE N.T.S Li = U w U Z U Q W QZ w x F-- 0 O J Z J ] w Q U 0 M zO F- W, V) O Q V) o_ O cV W X Z (nM(V LU > Z O U W GRADE 6" MINIMUM COVER OVER SKIRT ANCHOR SKIRT AS DIRECTED BY ENGINEER SIDE VIEW U (Y m w Z LLd o J � Mo I jQ O L -jO Hw U U) D' w ry � Q > w O Q i i Z o 3 x � ' U w U) V)Z O0 F- � 2 w w F- V) 00 ww Zw OZ) �U) Z Lw O O L F- ao xo Zw ww xZ 3V) F- Q Zw wZ 00 wV) w wm~¢ O J w w w O > D-(nOw F 0 Of o =)m M Q H Z N EC -11 - STONE RELIEF OUTLET DETAIL N.T.S SEAL W►�l t CASEAL ALA.- 4 L A T 1NQ w x bo 1 40" NOTES: OVEN WIRE FABRIC 0592-0046 T STEEL POST 3 WATER COURSE BUFFER SILT FENCE FABRIC 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 4" PROTECTION FENCE Z 3. -0" DO NOT ENTER 2s" 3 FILL SLOPE Z 2'-0" EC -7 - TEMPORARY SILT FENCE N.T.S Li = U w U Z U Q W QZ w x F-- 0 O J Z J ] w Q U 0 M zO F- W, V) O Q V) o_ O cV W X Z (nM(V LU > Z O U W GRADE 6" MINIMUM COVER OVER SKIRT ANCHOR SKIRT AS DIRECTED BY ENGINEER SIDE VIEW U (Y m w Z LLd o J � Mo I jQ O L -jO Hw U U) D' w ry � Q > w O Q i i Z o 3 x � ' U w U) V)Z O0 F- � 2 w w F- V) 00 ww Zw OZ) �U) Z Lw O O L F- ao xo Zw ww xZ 3V) F- Q Zw wZ 00 wV) w wm~¢ O J w w w O > D-(nOw F 0 Of o =)m M Q H Z N EC -11 - STONE RELIEF OUTLET DETAIL N.T.S SEAL W►�l t CASEAL ALA.- 4 L A T 1NQ w x bo 1 40" NOTES: 4" 0592-0046 T 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 3 WATER COURSE BUFFER I 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 4" PROTECTION FENCE 18" 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. 3 DO NOT ENTER 4. FOR WATERCOURSE BUFFER PROTECTION AREAS LESS THAN 200' IN PERIMETER, 4" PROVIDE NO LESS THAN ONE SIGN PER PROTECT10N AREA. 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. WARNING SIGN DETAIL 6. MAINTAIN WATERCOURSE BUFFER PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. 8. PLACE A SIGN AT EACH END OF LINEAR WATERCOURSE BUFFER PROTECTION AND 50' ON CENTER THEREAFTER. SKIRT 6" OF #5 WASHED STONE MAY BE MINIMUM USED OVER TURNDOWN. GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. 4. WIRE FENCING SHALL BE AT LEAST #10 GAUGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 5. TURN SILT FENCE UP SLOPE AT ENDS. 6. WIRE MESH SHALL BE MIN. 13 GAUGE WITH MAXIMUM 12" OPENINGS. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). 7. SILT FENCE ALONG ACCESS ROAD TO POND SHALL BE SET A MINIMUM OF 5' FROM TOE OF SLOPE WHERE FILL IS PLACED DURING EROSION CONTROL PHASING. B. WHEN SILT FENCE IS PLACED IN DUPLICATE AT STREAM AND WETLAND CROSSINGS, THE FENCING SHALL BE SPACED A MINIMUM OF 3' APART. MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER ST1LL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH 1 -FOOT IN HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. EC -8 - TEMPORARY SILT FENCE FOR HIGH HAZARD AREAS N.T.S O / INVERT / PIPE CLASS 1 RIP RAP(SEE SECTION \F�p� ASI BELOW) i l� // \\\\ CLASS 1 RIP RAP/ H AD ALL �FD/�F�////ll///////lllll j #57 SHED STONE. TSTORAGEARE �� 1' ICK X 3' HIGH MIN. /PERSPECTIVE VIEW AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT (CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL 1 NATURAL _ _ GROUND 3 - --FLO`.": - - - - - CLASS 1 RIP -RAP FILTER FABRIC #57 WASHED STONE 1' MIN. THICKNESS MAX. SEDIMENT DEPTH(CLEAN OUT POINT) SECTION THRU BASIN. FILTER AND CULVERT PIPE NOTE: 1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS. 2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS OTHERWISE NOTED. 3. MAINTENANCE: REMOVE SEDIMENT & RESTORE THE SEDIMENT STORAGE AREA TO IT'S ORIGINAL DIMENSION WHEN SEDIMENT HAS ACCUMULATED TO 1/2 DESIGN DEPTH OF THE TRAP. 4. ANY RIP -PAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. 5. IF EXCAVATED STORAGE AREA IS USED AS TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIA FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED. EC -12 - ARC FILTER BASIN DETAIL N.T.S � 1vICII4M&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PLAN VIEW CLASS B RIPRAP I-1.5' 12" OF NCDOT #5 OR o #57 WASHED STONE \2., F 24" MAX. gTT�RAT CENTER FILTER CLOTH 4' TO 6' SECTION VIEW A -A STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DAM. MATTING/STABILAZATION L = THE DISTANCE SUCH THAT POINTS \ A AND B ARE OF EQUAL ELEVATION A L B NOTES: SPACE CHECK DAM IN A CHANNEL SO THAT THE CREST OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF UPSTREAM DAM CHECK DAM SPACING CONSTRUCTION SPECIFICATIONS: 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 8. ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 9. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 10. MAINTENANCE; CLEANOUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS. EC -9 - STONE CHECK DAM N.T.S SIGN :1 8'X8' MIN. :1 BERM PLAN BERM AROUND PERIMETER 3:1 MAX SIDE SLOPES 12" MIN. GROUND SURFACE I---1 12" NON -PERMEABLE GEOMEMBRANE LINER. TUCK 6" INTO BERM AS COMPACTED 8'X8' MIN. SHOWN ON ALL SIDES. EMBANKMENT MATERIAL (TYP.) SECTION CONCRETE WASHOUT AREA INSTALLATION NOTES: 1. SEE TRAFFIC CONTROL PLAN SHEETS FOR LOCATIONS OF CONCRETE WASHOUT AREA. (TO BE PLACED A MINIMUM OF 50 FT FROM INLETS, BODIES OF WATER, AND DRAINAGEWAYS.) 2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 4. EXCAVATED MATERIAL SHALL BE USED IN PERIMETER BERM CONSTRUCTION. CONCRETE WASHOUT AREA MAINTENANCE NOTES: 1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED AND DISPOSED OF AT APPROVED WASTE SITE. 3. AFTER REMOVAL OF CONCRETE WASHOUT AREA, SEED DISTURBED AREA. 4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT. EC -13 - CONCRETE WASHOUT AREA DETAIL N.T.S EROSION CONTROL DETAILS 2OF3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D8 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION e. • • • 1 • • 0 ,Nei`/e�i�/��e/%/i�6di of • � :!giei/ei,�/ate I, 1u' ��, 1 • • II..u=;;,,-.:. epi s Irl! mei :`SOI �•�t�OI'��OI �'�OI'��O •r!:gi�r %ire` /i%. ei�ee�/O1eo•.•r.-,-��.,�:���e%i`�ei���ei���ei��`i'/'��'��r di„ei„ee,O1ee1ee1ee1„e1e,ep I„OI„OI„OI„OI„OI„OI„OI„OI„OI OI„OIp, 0Ip,0Ip,0I„OI„OI„OI„OI„OI OI OI OI OI OI OI OI OI OI OI .%mei„ei„ei„ei„ei„ei„ei„ei„ei„ei„ • 1 • GOOO//✓i0 1 II'�IhIIr11F11�II'=11�11.=1 ' -1111=..11.=1I= I(=11=11-11=I1.�II=1f II�II�11 11111=.11�11�11�11�11�11�11(=II�Ilall.=111=11= 1 • • I I II -I I-II=II I I -I Wig I I=1I I I=I I=11 I I II = 1,I- - • • I 1 1 EC -14 - TYPICAL STRAW WITH NET LINING DETAIL N.T.S DIVERSION DIKE I 4' MIN � -ISLAND OVER INLET rrrr s 3 1 1.5' MIN HOLD-DOWN STAKES ., _ -_ _ 10' SPACING I I INLET- � - I EC -18 - TEMPORARY SLOPE DRAIN N.T.S 4' MAX. NCDOT #5 OR #57 WASHED STONE �9-GAUGE HARDWARE CLOTH (J" MESH OPENINGS) 2' NCDOT #5 OR #57 WASHED STONE 7 16" MIN. NOTES: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. EC -15 - HARDWARE CLOTH & GRAVEL INLET PROTECTION N.T.S FLARED EP A 2' L MATTING A .:ITH NATIVE GRASSESAT TIME OF INSTALLATION 4.0' VEGETATED A FLOW 3 3 FILTER STRIP F 1 24" 1.0 1TUCK EACH SIDE CLASS B RIPRAP 1.0' 6" CABC FILTER FABRIC SECTION A -A A PLASTIC D E F CORRUGATED 8.0' 4.25' 6.0' 1.75' PIPE I _OF *14.0' *7.0' STABILIZE I I 12" HOAND-COMPACTED OUTLET PER SCOUR HOLE *7.0' �I n I=1 I *11.0' FILL (ISLAND) DETAIL MAXIMUM D.A.= 5 ACRES WITHOUT I r'THISI SUPPORTING CALCS. 0.5' SE SLOPES) I I I I ' I_ I I TOP OF 4' min min SHEET COMMONLY USED. DIVERSION\ a, MACHINE COMPACTION OF ALL FILL IJII IS REQUIRED. DIVERSIONS _III I I -I I I ; NATURAL GROUND 1' MIN 1.5' MIN . e 3:1 SEDIMENT- LADEN STORMWATER -I IST 14 ° 4 INTO A SEDIMENT CONTROL DEVICE J., TO LIMITS DITCH I I 4' MIN I DIVERSION CHANNEL CLEARING AND GRUBBING OF THE - - AREA (OR IN CONJUNCTION WITH LEVEL SECTION THIS OPERATION) IF SEDIMENT 18" MIN CONTROLS AND DIVERSIONS ARE FLOW INSTALLED AS EACH CRITICAL OUTLET La W DEPTH LINING I� , 1111 -III- b, DIVERSIONS SHOULD BE LOCATED .............ij_I= SIZE (FT.) (FT.) (IN.) CLASSIFICATION CONSTRUCTION OPERATIONS. 11� TO LIMITS c, DIVERSIONS SHOULD BE SEEDED 12" 8.0 6.0 22 CLASS B 6" EACH SIDE, IF APPLICABLE 15" 14.0 24.0 22 CLASS B BUT ONCE A WEEK REGARDLESS. EC -18 - TEMPORARY SLOPE DRAIN N.T.S 4' MAX. NCDOT #5 OR #57 WASHED STONE �9-GAUGE HARDWARE CLOTH (J" MESH OPENINGS) 2' NCDOT #5 OR #57 WASHED STONE 7 16" MIN. NOTES: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. EC -15 - HARDWARE CLOTH & GRAVEL INLET PROTECTION N.T.S FLARED EP A 2' L MATTING A .:ITH NATIVE GRASSESAT TIME OF INSTALLATION 4.0' VEGETATED A FLOW 3 3 FILTER STRIP F 1 24" 1.0 1TUCK EACH SIDE CLASS B RIPRAP 1.0' 6" CABC FILTER FABRIC SECTION A -A A B C D E F TYPE -1 12" 8.0' 4.25' 6.0' 1.75' 7.5" TYPE -2 15" *14.0' *7.0' *24.0' *11.0' 12" TYPE -3 N/A *14.0' *7.0' *24.0' *11.0' 12" *APPROXIMATE DIMENSIONS DUE TO IRREGULAR SHAPE. EC -19 - SCOUR HOLE N.T.S SEAL 111A1110//j°+'i SEAL Ro „v�-- 4 L A T 1N0 ��� TEMPORARY SILT FENCE FOR HIGH HAZARD AREAS. REFER TO DETAIL EC -8. \ SLOPE \F TUNNEL LAUNCH PIT - - - / I SLOPE / SPOIL PILE (EITHER OR BOTH SIDES) TEMPORARY SILT FENCE FOR HIGH HAZARD AREAS. REFER TO DETAIL TUNNEL RECEIVING PIT II \ (EITHER OR BOTH SIDE -'CE FOR ?ARD BORING PIT I I RECEIVING PIT NOTE: 1. CONTRACTOR TO PROVIDE SEDIMENT PITS AS NECESSARY. ALL PITS SHALL BE PROTECTED AS WELL AGAINST SEDIMENTATION RUNOFF. 2. ALL SPOIL PILES TO BE PLACED WITHIN SILT FENCE AREA. 3. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION ENTRANCES. EC -16 - SILT FENCING LAYOUT AT TUNNEL LOCATIONS N.T.S 2' MIN 2' MIN NOTES: MICE PROD. # LINER (TYP.) DRAWN POSITIVE GRADE MUST BE PROVIDED DESIGNED SHK, BRL ' • )III TO ASSURE DRAINAGE. • BRL IF SLOPE EXCEEDS 2%, SEED AND SLOPE 2:1 )III■I., FLOW ... ....'. I■r_..,►...;I��� MULCH DIVERSION. MAX (TYP) I TRY NOT TO EXCEED 5%. 18'MIN ::::::::::::::::::::::::::::::::::-.- ►/►���►l��. ■ • • ►�����►�� MAXIMUM D.A.= 5 ACRES WITHOUT NATURAL GROUND _ - ----- - iil- SUPPORTING CALCS. OR FILL OR CUT - I III DIVERSIONS AT THE TOP OF SLOPES SLOPES) I I I I ' MUST EMPTY INTO AN APPROVED COMPACTED FILL BERM SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED. 18" MIN FLOV a, MACHINE COMPACTION OF ALL FILL IJII IS REQUIRED. DIVERSIONS II -III -III -III III -n' III-"'-" SUFFICIENT TO DIRECT ALL .11l -LLQ SEDIMENT- LADEN STORMWATER IIT_ I-111111 ll _ INSTALL LINER INTO A SEDIMENT CONTROL DEVICE J., TO LIMITS DITCH MUST BE INSTALLED PRIOR TO SHOWN. TUCK CLEARING AND GRUBBING OF THE 6" EACH SIDE, AREA (OR IN CONJUNCTION WITH IF APPLICABLE THIS OPERATION) IF SEDIMENT 18" MIN CONTROLS AND DIVERSIONS ARE FLOW INSTALLED AS EACH CRITICAL �I12" MIN �/ POINT IS REACHED). I� , 1111 -III- b, DIVERSIONS SHOULD BE LOCATED .............ij_I= TO MINIMIZE DAMAGES BY - _ - - INSTALL LINER CONSTRUCTION OPERATIONS. 11� TO LIMITS c, DIVERSIONS SHOULD BE SEEDED BERM/DITCH SHOWN. TUCK AND MULCHED. 6" EACH SIDE, IF APPLICABLE d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. MAINTENANCE REPAIR AS NECESSARY. 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. DITCH # IFLOW DEPTHI LENGTH LINER 1 1 0.25' 1 80' STRAW W NET NORTH AMERICAN GREEN SC250 TURF REINFORCEMENT MAT EC -17 - TEMPORARY DIVERSION DITCH N.T.S RIP RAP SPILLWAY AT LOW POINT CONTRACTOR SHALL REMOVE SEDIMENT AT SPILLWAY LOCATION AS NEEDED TO PREVENT CLOGGING O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SLOPE PLAN VIEW SILT FENCE/TREE PROTECTION FENCE ALONG TOP OF BERM \� 1 � 1' MIN. EXISTING GRADE 3'___1\ ?/ Y3' 3' TYPICAL SECTION VIEW EC -20 - SEDIMENT TRENCH N.T.S v v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn !3 �3 O O SEDIMENT TRENCH (SEE CROSS SECTION) 2' /-CL. 1 RIP RAP EXISTING \ GRADE D,. 3' 3' #57 WASHED STONE SECTION VIEW ® SPILLWAY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # SIDE VIEW NOTE: FOR TREE PROTECTION ONLY flillill ORANGE, UV RESISTANTHIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) 1111 ll�ll FRONT VIEW 40" h TREE PROTECTION AREA h DO NOT ENTER a WARNING SIGN DETAIL NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. EC -21 - STANDARD TREE PROTECTION DETAIL N.T.S EROSION CONTROL DETAILS 3OF3 DATE: JANUARY 2016 MICE PROD. # 0592-0046 DRAWN . � �■■IIIII DESIGNED SHK, BRL ' • )III CLW, JSL • BRL )III■I., ... ....'. I■r_..,►...;I��� ►/►���►l��. ■ • • ►�����►�� t4 ♦� ♦t1/��1 %was NOR, 105 6261110111 0 III101; _._._►_._.i. ■■M0 -F." .,._s,,,IIOw _.i SIDE VIEW NOTE: FOR TREE PROTECTION ONLY flillill ORANGE, UV RESISTANTHIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) 1111 ll�ll FRONT VIEW 40" h TREE PROTECTION AREA h DO NOT ENTER a WARNING SIGN DETAIL NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. EC -21 - STANDARD TREE PROTECTION DETAIL N.T.S EROSION CONTROL DETAILS 3OF3 DATE: JANUARY 2016 MICE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU 501 HORIZONTAL' DRAWING NUMBER NA VERTICAL: D9 NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION NOTE: CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO ALLOW PHASED CROSSING w/A MAXIMUM OF 2 SEPARATE BYPASS PHASES. STREAM DELINEATION SILT BAG OR OTHER SEDIMENT FILTER DEVICE TEMPORARY RIPRAP CONSTRUCTION ENTRANCE \°m -SSF SSF SSF SSF SSF � c9 MAXIMUM DISTURBANCE -\ EQUALS TOTAL �\ WIDTH OF s� � CONSTRUCTION \\ LIMITS PER PLANS ��(P NEW SANITARY' SEWER LINE STONE OUTLET TO BE PLACED ON THE DOWNSTREAM SIDE OF CROSSING (TYP) (REFER TO DETAIL EC -11) INTERMEDIATE COFFER DAM (SEE NOTE) a0. WOODMAT TEMPORARY HOZ CROSSING REFER TO DETAIL THIS SHEET V3 DOUBLE ROW HIGH �t� G HAZARD SILT FENCE AS SHOWN m ON PLANS COFFER DAM SEE DETAIL THIS SHEET (TYP. AT EACH SIDE OF DISTURBED LIMITS SF SF SF 000000 -SF-SF-SF I s�- SSF s SF SF SFSSF- \'-H ILT FENCE SHALL BE PLACED LONG TOP OF BANK AFTER NSTALLATION OF SANITARY EWER AND DURING ON -CONSTRUCTION WORK OURS. STREAM PUMP AROUND. OUTLET TO DISCHARGE ON SANDBAG OR RIPRAP DISSIPATION. REFER TO DETAIL SWP-4 JORK AREA SWP-1 - TEMPORARY STREAM CROSSING LAYOUT N.T.S WETLAND DOUBLE ROW OF HIGH HAZARD SILT FENCE REFER TO DETAIL EC -8 MAXIMUM DISTURBANCE EQUALS TOTAL WIDTH OF CONSTRUCTION LIMITS PER PLAN LIMITS OF - DISTURBANCE (TYP) y _V -LoD-�OD--�Oc y _V -STONE OUTLET TO BE PLACED ON THE DOWNSTREAM SIDE OF CROSSING (TYP) (REFER TO DETAIL EC -11) LIMITS OF DISTURBANCE (TYP) PROPOSED SANITARY SEWER LINE DOUBLE ROW OF HIGH HAZARD SILT FENCE REFER TO DETAIL EC -8 NOTES: 1. THE TOP 12" OF SOIL REMOVED FROM THE DISTURBED WETLAND AREA SHALL BE STOCKPILED ADJACENT TO THE WORK AREA AND REUSED FOR FINAL BACKFILL AT THE RESTORED GROUND SURFACE. 2. THE CONTRACTOR SHALL USE MATTING OR OTHER MEASURES NECESSARY FOR CROSSING WETLAND AREAS DURING EXCAVATION, INSTALLATION AND BACKFILL OF THE SANITARY SEWER. 3. WETLAND AREAS SHALL BE RESTORED TO THE PRE -CONSTRUCTION GROUND ELEVATIONS AND REPLANTED IN ACCORDANCE WITH THE WETLAND SEEDING SCHEDULE, TECHNICAL SPECIFICATIONS AND THE APPROVED SECTION 404/401 NATIONWIDE PERMIT. SWP-5 - TEMPORARY WETLAND CROSSING N.T.S INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL D7.CS-5 ON BOTH SIDES LEADING UP TO TEMPORARY CROSSING (TYP.) WOOD MAT GLASS1 STONE (TYP.) INSTALL SILT) FENCE ALONG INSTALL SILT APPROACH ON FENCE ALONG BOTH SIDES EXISTING APPROACH ON STREAM FILTER FABRIC BOTH SIDES NOTES: 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW. 2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS. 3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO NOT REMOVE STUMPS EXCEPT AS NECESSARY DURING INSTALLATION OF NEW PIPELINE. DO NOT EXCAVATE CHANNEL BOTTOM. 4. LINE STREAMBANK AND ACCESS RAMP AREA WITH NON -WOVEN FILTER FABRIC. 5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW WHEREVER PRACTICAL. 6. MAINTAIN CROSSINGS SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL. 7. BUTT THE EDGES OF BRIDGE MATS TIGHTLY TOGETHER TO REDUCE THE GAP BETWEEN PANELS. 8. STABILIZE AN ACCESS RAMP OF CLASS 1 STONE TO THE EDGE OF THE MAT. 9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING THE CHANNEL. IF BRIDGE SUPPORT PIERS, BEAMS, OR ANY TYPE OF REINFORCEMENT ARE REQUIRED WITHIN THE STREAM BANKS, CONTRACTOR SHALL HAVE BRIDGE SUPPORT PLAN PREPARED BY LICENSED ENGINEER IN THE STATE OF NC. BRIDGE PLAN SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF BRIDGE. 10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED, RECOMMENDED AT A 5:1 SLOPE. 11. FILTER FABRIC OF SUFFICIENT STRENGTH SHALL BE ATTACHED TO THE UNDERNEATH OF THE MAT TO PREVENT LOOSE DEBRIS FROM TIRES FALLING INTO STREAMS OR WETLANDS. 12. OTHER TYPES OF TEMPORARY BRIDGES SUCH AS "MABEY" BRIDGES MAY BE USED WITH SUBMITTAL OF AN ALTERNATIVE BRIDGE PLAN AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 13. SIDE BOARDS SHALL BE A MINIMUM OF 12" IN HEIGHT. 14. CONTRACTOR TO ENSURE NO GAPS BETWEEN TIMBERS AND SIDEBOARDS. SWP-2 - WOODMAT TEMPORARY CROSSING DETAIL N.T.S TO BE INSTALLED AT MAXIMUM 150' INTERVALS FOR PIPE CONSTRUCTED WITHIN WETLAND AREAS. TRENCH WIDTH 12" MIN. INTO VIRGIN MATERIAL (TYP) ........ ........ 12„ MIN. SEWER •••••• ....... ....... PIPE (DIA. VARIES) BENTONITE - + TO BE ADDED .... .... AS FOLLOWS: SANDY SOILS 6% BY WEIGHT .......... .......... SILTY SOILS •„„„„„•„ 3% BY WEIGHT SILTY CLAYS 0% BY WEIGHT 112" MIN. INTO VIRGIN MATERIAL 24" (TYP) SEWER (TYP) PIPE (DIA. „ . „ „ „ „ BENTONITE - TO VARIES) BE ADDED AS FOLLOWS: „- -„ SANDY SOILS 6% BY WEIGHT „ , „ „ • „ SILTY SOILS 3% BY WEIGHT „ • • ' ..SILTY CLAYS ::::: 0% BY WEIGHT BENTONITE 12" MIN. INTO VIRGIN MATERIAL (TYP) NOTE: CONTRACTOR MAY CONSTRUCT EXCAVATABLE FLOWABLE FILL ANTI -SEEP COLLAR IN LIEU OF THE BENTONITE ANTI -SEEP COLLAR SHOWN ABOVE WITH PRIOR APPROVAL BY ENGINEER. SWP-6 - ANTI -SEEP COLLAR DETAIL N.T.S SEAL 1`,���►�i t CARSEAL „v�-- 4 LAY1NQ'k 103 I 0 POLYETHYLENE MEMBRANE ON FACE 20 MIL THICK LIMITS OF C DISTURBANCE`"' (SEE NOTE 1) In.tea.- G.vP.y NI J FLOW > 0 z SANDBAGS, CLASS 1 RIP RAP OR OTHER NON -ERODIBLE MATERIAL SYNTHETIC FILTER FABRIC - LEVEL WITH TOP OF BANK OR AS NECESSARY CLASS 2 RIP RAP, NJ BARRIER OR OTHER APPROVED MATERIAL c (IF USING RIP -RAP DOWNSTREAM, SLOPE NO GREATER THAN 2.0: 1) FPIPELINE SEE PROFILE FOR ELEVATION NOTES: 1. CONTRACTOR SHALL INSTALL COFFER DAMS WITH ENOUGH SEPARATION FROM THE PROJECT CONSTRUCTION LIMITS OF DISTURBANCE TO PLACE PUMP INTAKE AND DISCHARGE HOSES, DISSIPATORS AND SEDIMENT FILTER STRUCTURES. 2. TEMPORARY PRE -FABRICATED COFFER DAMS SUCH AS PORT -A -DAM AND OTHERS MAY BE USED IN SUBSTITUTION TO THE SANDBAG/RIP-RAP DAM WITH PRIOR APPROVAL BY THE OWNER AND ENGINEER. SWP-3 - COFFER DAM DETAIL N.T.S NOTES: 1. EACH RIP -RAP PLACEMENT SHALL BE BEDDED ON A 6 INCH LAYER OF STABILIZATION STONE ON A NON -BIODEGRADABLE FILTER FABRIC. PLACEMENT OF RIP -RAP SHALL IMMEDIATELY FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING BASE OF STONE OR DRAINAGE FABRIC WHEN PLACING STONE. COST OF THE STONE BASE AND FABRIC SHALL BE INCLUDED IN THE COST OF THE PLACING OF RIP -RAP. 2. RIP -RAP CLASS AND DIMENSIONS OF RIP -RAP PLACEMENT SHALL BE AS SHOWN ON PLANS. 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADES OF THE RIP -RAP IS TO BLEND WITH THE SURROUNDING AREA SUCH THAT THE RIP -RAP SURFACE ELEVATIONS MATCH THE EXISTING STREAM BANK AND BOTTOM SURFACE ELEVATIONS WHERE THE RIP -RAP MEETS THESE POINTS. 4. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH. TOP OF BANK A, VARIES74 1 T STREAM MIN BOTTOM 6" GRAVEL FILTER ON FILTER FABRIC 1.5 T k THE DIAMETER OF THE LARGEST STONE SHALL NOT EXCEED 1.5 TIMES THE SIZE OF THE RIP -RAP. (i.e. 12" FOR 8" D50) MINIMUM THICKNESS (T) SHALL BE AS SHOWN ON PLANS. SWP-7 - RIP -RAP PLACEMENT DETAIL N.T.S v vNTK9\4&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS NOTE 1. 2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER. 3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP INLETS WITH APPROVAL BY THE STORMWATER UTILITY MANAGER OR DESIGNEE. PLAN VIEW CLEAN WATER COFFER DAM (SEE DETAIL SWP-3) INTERMEDIATE COFFER CONTRACTOR TO STREAM DIVERSION DAM (SEE NOTE 6) PROVIDE DEWATERING PUMPS PUMP IN TRENCH. PUMPS SHOULD DISCHARGE ONTO A P INTAKE HOSE W/ STABLE VELOCITY ��INLET SCREEN DISSIPATOR MADE OF RIP RAP OR SANDBAGS - FLOW� / l - 000000000000 00 SEDIMENT SUMP -HOLE OR CONTAINMENT POOL COFFER DAM (SEE DETAIL SWP-3) WORK AREA WIDTH NOT TO EXCEED SEDIMENT FILTER CONSTRUCTION LIMITS SHOWN ON PLANS PUMP -AROUND PRACTICE: TEMPORARY MEASURE FOR DEWATERING STREAM CROSSING SITES. DESCRIPTION: THE WORK SHALL CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING PUMPS TO ENSURE ADEQUATE CAPACITY TO KEEP FLOW FROM ENTERING WORK AREA. IMPLEMENTATION SEQUENCE: SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES, AND ASSOCIATED CONSTRUCTION SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL). 1. COFFER DAMS SHALL BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND WATER ON THE UPSIDE OF THE DAM AREA SHALL BE PUMPED AROUND THE WORK AREA. 2. THE DIVERSION PUMPS SHALL DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIP -RAP OR SANDBAGS. 3. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A TEMPORARY WOOD CHIP DEWATERING BASIN, SILT BAG OR OTHER APPROVED SEDIMENT FILTERING MEASURE. 4. AFTER THE SANITARY SEWER IS INSTALLED AND THE SLOPES HAVE BEEN STABILIZED, THE PUMP INTAKE HOSES, DISSIPATOR PADS AND FILTER MEASURES SHALL BE REMOVED AND THEN THE COFFER DAMS SHALL BE REMOVED. 5. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHALL BE ACCOMPLISHED BY LOCATING A COFFER DAM AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS WATER SHALL DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STREAM PUMP AROUND. 6. CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO ALLOW PHASED CROSSING W/A MAXIMUM OF 2 SEPARATE BYPASS PHASES. SWP-4 - TEMPORARY PUMP AROUND DETAIL N.T.S PROFILE VIEW WOODEN STAKE FILTER FABRIC OR DITCH LINER 8" FABRIC STAPLE -18" DIAMETER STRAW FILLED WATTLE FASTENED TO WOODEN STAKE BY NAIL OR STAPLE DITCHLINE FLOW 6" COVER \� �18 18» SWP-8 - WATTLE DETAIL N.T.S SURFACE WATER PROTECTION DETAILS .NT REVIEW APPROVAL -ANS AUTHORIZED FOR CONSTRUCTION ie have been reviewed for general codes. This limited review, and ion is not to be considered to represent :gal requirements for development and owner, design consultants, and contractors omplionce with all applicable City, State cific authorization below is not a permit, to permit any violation of City, State or on must be in accordance with all Local. State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL D 1 O NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION M&C FILE NUMBER SCALE CU 501 HORIZONTAL' DRAWING NUMBER NA VERTICAL: D 1 O NA STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION iu 0 C0 w a N 00 0 I 3" S9.58 OR S9.5C SURFACE COURSE 4" 119.OB OR 119.00 INTERMEDIATE COURSE 5" B25.OB OR B25.00 BASE COURSE EXISTING EXISTING V-0" 2'-0" 6'-3" 2'-0" 1'-0" 12'-3" .06,, �O RW -1 - PAVEMENT REPAIR ON NCDOT ROADS DETAIL N.T.S F'rA 6��S/O�✓O�NT ' � 3p0 �o�tir Fkpq �O�N� OF 8.5' N G O GRS \ 0 °v X11 • . \\\\\ ,k 3.5' RADIUS \\\\\\\\\ EXPANSION' JOINT 1/2" EXPANSION JOINT SLOP�114"-V(M") 7.5„6"K 7„ 6" 2' 1 6.5' 6' * USE 6.5" WHEN DRIVEWAY IS USED IN LIEU OF A WHEELCHAIR RAMP TO ACCOMMODATE 12:1 MAXIMUM SLOPE (ADA COMPLIANT), SUCH AS IN A CUL-DE SAC. EXPANSION JOINT RW -4.1 - DRIVEWAY AND SIDEWALK DETAIL N.T.S C DESCRIPTIONS R/W I I GRASSED PROPOSED SIDEWALK UTILITY STRIP (3000 P.S.I.) 1 /4"/FT 1 /4"/FT 1 /4"/FT 2'-6" CURB COMPACTED TO A DENSITY AND GUTTER OF NO LESS THAN 95% TYPICAL SECTION -------------------- -- -------UTILITY EASEMENT UTILITY ;n NOTES DRAWN 1. TRANSVERSE EXPANSION JOINTS `V TO BE A MAXIMUM OF 50 FEET. RIGHT OF WAY LINE CHECKED CLW, JSL 2. ALL CONCRETE TO BE 3000 PSI AND FINISHED WITH CURING BRL COMPOUND. ifl PROPOSED SIDEWALK 3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET SAW CUT JOINTS @ 6' INTERSECTIONS (ALONG THE MAXIMUM LENGTH OF RADIUS CURB PLANTING STRIP RETURNS), AND IN THE HANDICAP RAMPS. 2'-6" CURB AND GUTTER RW -2 - CONCRETE SIDEWALK REPLACEMENT DETAIL N.T.S 1/8" RADIUS (TYP.) 6" 24" 3" 611 ° 3" SLOPE=1"I FT. 611 1. 30" CURB & GUTTER 1-3/4" R a. tV �� : G : • a ..G 9.1 9" 1'-6" MEDIAN CURB AND GUTTER SIDE ELEVATION NOTES: 1. 10' MAXIMUM BETWEEN DUMMY JOINTS. 15' MAXIMUM BETWEEN DUMMY JOINTS ON MACHINE POURS. 2. 1/2" EXPANSION JOINT EVERY 50'. 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT STANDARDS & SPECIFICATIONS FOR ROADS AND STRUCTURES. 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER IN ACCORDANCE WITH NCDOT ROADWAY STANDARD DETAIL 846.01 THE JOINT MATERIAL SHALL CONFORM TO SECTION 1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR ROADS AND STRUCTURES. & REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER SUPERELEVATION RATES. JOINTFILLER NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION JOINTS OR AT ALL RIGID OBJECTS. FRONT ELEVATION TRANSVERSE EXPANSION JOINT 1/2" 4" SLOPE=1"IFT. 10" a o r 1811 T 1 2. 30" VALLEY TYPE GUTTER d A 1. ' p iO°Oo•O°OOOO�o 00°0 N ��n°O �n�§0 n �[��0 0°osOo°Oea� oOVaO�°RJ VaB°OeOs�VapOooW�Dd� 4" COMPACTED A.B.C. UNDER STANDARD CURB & GUTTER (MIN) NO VALLEY CURB SHALL BE USED AT INTERSECTIONS, HYDRANTS, ETC 6" 24" 3" SLOPE=1/2"/FT. 6" tea° '°"•°° ° e •° :[5 SPILL CURB DETAIL RW -3 - CONCRETE CURB AND GUTTER REPLACEMENT DETAILS N.T.S EXPANSION JOINT MAX. SLOPE 1I4"-1' 7.5' SIDEWALK 112" EXPANSION JOIM Eff 7" GUTTER 6' VAR. UP TO 25'MAX �- T I •-r-6S' SECTION A -A NOTES: 1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED, THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4" SLUMP CONCRETE. 2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40' INTERVALS & DUMMY CONSTRUCTION JOINTS AT 6' INTERVALS. DUMMY JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH. 3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4" PER FT. 4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW. 5. W -DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS: 10' MINIMUM - 24' MAXIMUM FOR RESIDENTIAL DRIVEWAYS 36' MAXIMUM FOR COMMERCIAL DRIVEWAYS. 6. THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT. 7. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE. 8. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS. 45' MIN. BETWEEN DRIVEWAYS ON SAME LOT. 9. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W TO THE CURB AND GUTTER LOCATION. 10. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION OR RE -INSPECTION IS REQUIRED. RW -4.2 - DRIVEWAY AND SIDEWALK DETAIL N.T.S SEAL 1`,��,,►�I t CASEAL Nf „v�-- 4 1111fl; 11 LAY 1NQ v vURCM&CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckinn creed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS ROADWAY DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D11 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION DRIVEWAY GRADES EXISTING GENERAL WALKWAY TYPE O R PLANTING TYPE TREE/LAWN PROPOSED DRIVE WAY SIDEWALK 40' O.C. AVG PARKING TYPE PAVEMENT GUTTER LINE APRON/ I UTILITY EASEMENT +2.08% ;111=III' 11, -4% EASEMENT 55' PUBLIC R W UTILITY J/ d''` 111_111=III= ? . ,.6% EASEMENT I 14 I 27' B -B 15 14' 36' B -B 14' 251 13' 2' 6' 6' 2.5' 11' 11' S% 8' 10' 2' 6.5' 6' * 5' 5' 6' � l It * 5' FOR SENSITIVE AREA AVENUE AND SENSITIVE AREA RESIDENTIAL STREET PARKING 2.� GRADE ? 7 M� � Mq� I POINT 2.5' l t � 1/4"/FT A. CURB & GUTTER, SIDEWALK SECTION GRADE POINTa"/FT1�'/FT �Py , 1/4"/FT 1/4"/FT ,114"I va/Fr 21 VARIABLE PAVEMENT WIDTH A" PER FT. 6' 8' 5' SHOULDER WIDTH Y4"/FT OR +8% -2.08% _ -8.33% III=111=III= 1OR 8/ \ 2S% 5' B. SHOULDER SECTION NOTE: IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER AND A POINT 30 FEET FROM THE CURB AND GUTTER EXCEEDS 20%, THIS SLOPE SHALL BE ADJUSTED TO A MAXIMUM OF 8.33% ( 1"/FT) UP OR 4.17% (1/2" /FT) DOWN. RW -5 - DRIVEWAY GRADES N.T.S 5'CITY UTILITY EASEMENT 14' 2.5' 6' 6' 2' � 1 /4"/FT 121 2�M RW -6 - 27' ROADWAY REPLACEMENT N.T.S GENERAL WALKWAY TYPE SIDEWALK PLANTING TYPE TREE/LAWN TREE SPACING 40' O.C. AVG PARKING TYPE PARALLEL STAGGERED RW -6 - 27' ROADWAY REPLACEMENT N.T.S DESCRIP11ONS CARO �1���� SEAL Z' �: Q�o�6S10,�f 4 - ref 4/� PAVEMENT DESIGN 3" SF9.5A 8" ABC GENERAL Ct SIDEWALK BOTH SIDES PLANTING TYPE TREE/LAWN 64' PUBLIC RAN 40' O.C. AVG UTILITY TY Y PARALLEL ON 2 SIDES UTILITY EASEMENT UTILITY TY EASEMENT I 14' 41' B -B EASEMENT EASEMENT 14' 14' 36' B -B 14' 251 13' 13' 2.5' 2' 6' 6' 8' 10' 10' 8' 6' 6' 2' PARKING PARKING ? 7 M� � 2.5' 2.5' l t � 2 7 I 1 /4"/FT11/4 GRADE POINTa"/FT1�'/FT I ,114"I va/Fr ? � M •M- 2. >A, 1 /4"/FT <_441 PAVEMENT DESIGN PAVEMENT DESIGN PAVEMENT DESIGN 3" S9.5B 3" SF9.5A 3" SF9.5A 8" ABC 8" ABC 3" 119.06 RW -8 - 36' ROADWAY REPLACEMENT N.T.S N.T.S DESCRIP11ONS CARO �1���� SEAL Z' �: Q�o�6S10,�f 4 - ref 4/� PAVEMENT DESIGN 3" SF9.5A 8" ABC GENERAL WALKWAY TYPE SIDEWALK BOTH SIDES PLANTING TYPE TREE/LAWN TREE SPACING 40' O.C. AVG PARKING TYPE PARALLEL ON 2 SIDES DESCRIP11ONS CARO �1���� SEAL Z' �: Q�o�6S10,�f 4 - ref 4/� PAVEMENT DESIGN 3" SF9.5A 8" ABC ROADWAY DATA Ct WALKWAY TYPE 5'CITY 59' 5'CITY UTILITY 40' O.C. AVG PARKING TYPE PARALLEL ON 2 SIDES UTILITY EASEMENT UTILITY I I 14' 41' B -B EASEMENT 14' 31' B -B 14' 6' 6' 2.5' 6' 12' 2' 6' 6' 251 13' 13' 2.5' 6' 6' 2 PARKING PARKING GRADE ? 7 M� GRADE POINT P�. i I 1 /4"/FT FT 1 /4"/FT11/4 1 /4"/FT 121 ,114"I /FT1/4"/FT ? � M •M- 2. PAVEMENT DESIGN PAVEMENT DESIGN 3" S9.5B 3" SF9.5A 8" ABC 3" 119.06 RW -7 - 31' ROADWAY REPLACEMENT N.T.S ROADWAY DATA GENERAL WALKWAY TYPE SIDEWALK PLANTING TYPE TREE/LAWN TREE SPACING 40' O.C. AVG PARKING TYPE PARALLEL ON 2 SIDES ROADWAY DATA WALKWAY TYPE SIDEWALK BOTH SIDES PLANTING TYPE 5' CITY 69' PUBLIC RAN 40' O.C. AVG 5' CITY UTILITY CLW, JSL PROJ. MGR. BRL UTILITY EASEMENT I 14' 41' B -B 14' EASEMENT 2' 6' 6' 2.5' 6' 12' 12' 6' 2.5' 6' 6' 2' PARKING PARKING 2 I GRADE k M/FTS POINT 1/4"/FT /FT1/4"/FT <74t, PAVEMENT DESIGN 3" S9.5B 3" 119.06 8" ABC RW -9 - 41' ROADWAY REPLACEMENT N.T.S ROADWAY DATA WALKWAY TYPE SIDEWALK BOTH SIDES PLANTING TYPE TREE/LAWN TREE SPACING 40' O.C. AVG PARKING TYPE PARALLEL ON 2 SIDES v v McK9\4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY SIDE SLOPES SHALL BE LESS THAN 3:1 TYPICAL UNLESS OTHERWISE INDICATED ON LAYOUT PLANS. CUT AND FILL SLOPES SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN TRANSITION. GRASSED SWALE ON 2'-0" _ 2'-0" THE UPHILL SIDE OF TRAIL DIRECTING SHOULDER SHOULDER DRAINAGE TO CULVERTS 2" SUPERPAVE ASPHALT _OCONCRETE TYPE SF9.5A PER NCDOT STANDARDS 2% MAX. CROSS SLOPE CLEAN BACKFILL yillll l�llll - SEED AS SPECIFIED COMPACTED —J SUBGRADE 100% COMPACTION 6" AGGREGATE BASE COURSE UNDERLINED WITH GEOTEXTILE FABRIC NOTES: 1. TRAIL REPLACEMENT, INCLUDING DRAINAGE, SHALL MATCH PRE-EXISTING CONDITIONS UNLESS OTHERWISE APPROVED BY OWNER'S FIELD REPRESENTATIVE. 2. SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL. 3. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION. 4. NO UTILITY SURFACE COVERS/PLATES/MANHOLES (i.e. WATERLINE VALVE COVERS, ETC.) SHALL BE LOCATED WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE EDGE OF TRAIL. GW -1 - ASPHALT GREENWAY TRAIL REPLACEMENT DETAIL N.T.S ROADWAY AND GREENWAY DETAILS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU 501 HORIZONTAL: DRAWING NUMBER NA VERTICAL: D 1 2 NA STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON FINISHED GRADE 36 „ STEPS 16" STEPS 16" ON CENTER O „ 6" MIN. IN. 6 PUBLIC ROW AND 160 LBS. WASHED g" STONE 3) COVER SHALL WEIGH A BEDDING /-FRAME, GRATE & HOOD / PER D.O.T. STD. 840.03 FINAL FRAME, GRATE & HOOD - PER D.O.T. STD. UNDISTURBED BACKFILL � L— ;ONCRETE2" MAX 26" RUBBER JOINTS .............. ... 0„ OVER 201 6' IN. MIN. IN. 6" THICK WASHED O 6' IN. 6" WASHED STONE BEDDING INITIAL PIPE 26 BACKFILL 72' 36" & REINFORCEMENT PER SUBMITTED 1--72 --� DESIGN. TO BE SOIL o ° ° o o°B o eoo 0 #67 STONE /" °MINIMUM SIDE WHEN ROCK IS 6" 0. D. OF PIPE 6" CLEARANCE ENCOUNTERED L12- 0. D. OF PIPE 12" MAXIMUM SIDE CLEARANCE NOTES: 1. Trenches requiring shoring and bracing, dimensions shall be taken from the inside face of the shoring and bracing. 2. No rocks or boulders 4" or larger to be used in initial backfill. 3. All backfill material shall be suitable native material. 4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in non—traffic areas. 5. Achieve 80% compaction in non—traffic areas, and 95% compaction in traffic areas. 6. If in easement 4" topsoil, and 12" clean select fill is required. 7. No boulders 8" in diameter or greater allowed. SD -1 - TRENCH BOTTOM DETAIL FOR STORM DRAINAGE PIPE N.T.S SHALLOW TYPE (5 FEET OR LESS IN DEPTH) 26„ 6" MIN. • 6"—F IN. 6" WASHED NOTE: STONE BEDDING 1. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST CONCRETE CATCH BASINS. 2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER. 3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE CATCH BASINS. INTERMEDIATE TYPE (4'X4') (5 FEET TO 20 FEET IN DEPTH) — — — REINFORCED STANDAR / CONCRETE STEPS 16" 36 SLAB ON CENTER 48" IN. 6" 6" MIN. O WASHED STONE BEDDING 6" REINFORCES RAME, GRATE & HOOD CONCRETE SLAB/ PER D.O.T. STD. 840.03 .......... .. �26 ROM 5 TP 20' 48" 6" MIN. O 6' IN. 6" WASHED STONE BEDDING SD -3 - YARD INLET DETAIL N.T.S C IN SLAB DETAIL 26" » SLAB THICKNESS 60' 36" & 1L REINFORCEMENT PER SUBMITTED DESIGN. TO BE SHOWN ON PLANS. 3—#3 REBARS 15' 8' LONG �� 3' T GROUT 6' 6' 6' I ,/AN PLACE o°o < IK a< 2 I �/q' snnsnn n� a a°e8 a 2-2" PIPES 22" 2' 11/2' LONG ON A 3' SLOPE —16" BELOW TOP OF C.B.LE14. 2'-6'MIN. 8" MINIMUM, E OVER 12' DEEP 12" MINIMUM UP TO 6' FROM TOP OF CURB. IF STRUCTURE IS 15' TYP. GREATER THAN 12' DEEP,FOOTING IS TO EXTEND 6" BEYOND THE STRUCTURE Z. Y2 D o 6, ° < ° 6, a ° < <o o < ° <o < ° < ° °o 3000 PSI CONCRETE 12Y4' TOP OF CURB 16' 7' FLOW LINE 0 2-2" G.I. PIPE OR PVC PIPE 8" MIN.,OVER 12' DEEP 12" MIN. UP TO 6' FROM TOP OF CURB. 0 5' 0 �� 15' 0 NOTES: 1) THE SLOPE OF THE GUTTER TO FOR SLOPE THE CATCH BASIN ON THE UPHILL REQ.'S SEE SIDE SHALL BEGIN 10' FROM THE NOTE 1. THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE DOWNHILL SIDE, SHALL BEGIN 5' FROM THE CATCH BASIN. 2) STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 3) SOLID CONCRETE BRICKS MAY BE USED IN 4X4X8 OR 4X8X16 SIZES. 4) NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE USING STANDARD 5' CASTINGS. 5) DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. a o 3000 o ° P.S.I. 0 0 CONC.11/2"D ° 112" D 6" UP TO 12' DEEP o . ° < ° < ° 6' 12" OVER 12' DEEP 0 0 �- 6' 6'4' STANDARD C.B. STEP A C 000 A SIDE PLAN ELEVATION SLIP RESISTANT CLEATS #3 OR #4 REBAR CORROSION RESISTANT 101 ICA® MATERIAL 12' (RUBBER) (PLASTIC) ELEVATION SECTION A—A SD -2.1 - STANDARD CATCH BASIN DETAIL N.T.S DEEP TYPE (5'X5') (OVER 20 FEET IN DEPTH) STANDARD 36 „ STEPS 16" STEPS 16" ON CENTER O „ 6" MIN. IN. 6 PUBLIC ROW AND 160 LBS. WASHED g" STONE 3) COVER SHALL WEIGH A BEDDING /-FRAME, GRATE & HOOD / PER D.O.T. STD. 840.03 26„ 6" MIN. • 6"—F IN. 6" WASHED NOTE: STONE BEDDING 1. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST CONCRETE CATCH BASINS. 2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER. 3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE CATCH BASINS. INTERMEDIATE TYPE (4'X4') (5 FEET TO 20 FEET IN DEPTH) — — — REINFORCED STANDAR / CONCRETE STEPS 16" 36 SLAB ON CENTER 48" IN. 6" 6" MIN. O WASHED STONE BEDDING 6" REINFORCES RAME, GRATE & HOOD CONCRETE SLAB/ PER D.O.T. STD. 840.03 .......... .. �26 ROM 5 TP 20' 48" 6" MIN. O 6' IN. 6" WASHED STONE BEDDING SD -3 - YARD INLET DETAIL N.T.S C IN SLAB DETAIL 26" » SLAB THICKNESS 60' 36" & 1L REINFORCEMENT PER SUBMITTED DESIGN. TO BE SHOWN ON PLANS. 3—#3 REBARS 15' 8' LONG �� 3' T GROUT 6' 6' 6' I ,/AN PLACE o°o < IK a< 2 I �/q' snnsnn n� a a°e8 a 2-2" PIPES 22" 2' 11/2' LONG ON A 3' SLOPE —16" BELOW TOP OF C.B.LE14. 2'-6'MIN. 8" MINIMUM, E OVER 12' DEEP 12" MINIMUM UP TO 6' FROM TOP OF CURB. IF STRUCTURE IS 15' TYP. GREATER THAN 12' DEEP,FOOTING IS TO EXTEND 6" BEYOND THE STRUCTURE Z. Y2 D o 6, ° < ° 6, a ° < <o o < ° <o < ° < ° °o 3000 PSI CONCRETE 12Y4' TOP OF CURB 16' 7' FLOW LINE 0 2-2" G.I. PIPE OR PVC PIPE 8" MIN.,OVER 12' DEEP 12" MIN. UP TO 6' FROM TOP OF CURB. 0 5' 0 �� 15' 0 NOTES: 1) THE SLOPE OF THE GUTTER TO FOR SLOPE THE CATCH BASIN ON THE UPHILL REQ.'S SEE SIDE SHALL BEGIN 10' FROM THE NOTE 1. THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE DOWNHILL SIDE, SHALL BEGIN 5' FROM THE CATCH BASIN. 2) STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 3) SOLID CONCRETE BRICKS MAY BE USED IN 4X4X8 OR 4X8X16 SIZES. 4) NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE USING STANDARD 5' CASTINGS. 5) DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. a o 3000 o ° P.S.I. 0 0 CONC.11/2"D ° 112" D 6" UP TO 12' DEEP o . ° < ° < ° 6' 12" OVER 12' DEEP 0 0 �- 6' 6'4' STANDARD C.B. STEP A C 000 A SIDE PLAN ELEVATION SLIP RESISTANT CLEATS #3 OR #4 REBAR CORROSION RESISTANT 101 ICA® MATERIAL 12' (RUBBER) (PLASTIC) ELEVATION SECTION A—A SD -2.1 - STANDARD CATCH BASIN DETAIL N.T.S DEEP TYPE (5'X5') (OVER 20 FEET IN DEPTH) SEAL N011111A►11t�,' ff SEAL „v�-- 4 L A T 103 STANDARD TYPE (UP TO 20 FEET IN DEPTH) STANDARD STEPS 16" ON STANDARD MANHOLE CENTER f RING & COVER ---TOP DESIGNED FOR HS -20 8" I.D. LOADING MAY BE FLAT OR UP TO 20 MIN. ECCENTRIC CONE " r CEMENT PUTTY OR BUTYL RUBBER JOINTS BRICKS MIN. 6" THICK WASHED & STONE BEDDING MORTAR INVERT STANDARD STEF 12" FLAT TOP DETAIL 12 300( P.S.I. COIN TOP OF CURB �4" „ EINFORCED 36 STANDAR CONCRETE SLAB STEPS 16" FOR SLI REQ.'S NOTE 1. ON CENTER 0" 6" MIN. M X. PUBLIC ROW AND 160 LBS. . ---TOP DESIGNED WITHIN EASEMENTS. IN. 6" 3) COVER SHALL WEIGH A WASHED 6„ STONE 4) ALL MANHOLE FRAMES OUTSIDE BEDDING FRAME, GRATE & HOOD - PER D.O.T. STD. 840.03 REINFOn.-.­-6" L— ;ONCRETE2" MAX 26" RUBBER JOINTS .............. ... 0„ OVER 201 6' IN. MIN. IN. 6" THICK WASHED O 6' IN. 6" WASHED STONE BEDDING SLAB DETAIL PIPE 26 SLAB THICKNESS 72' 36" & REINFORCEMENT PER SUBMITTED 1--72 --� DESIGN. TO BE SHOWN ON PLANS. SEAL N011111A►11t�,' ff SEAL „v�-- 4 L A T 103 STANDARD TYPE (UP TO 20 FEET IN DEPTH) STANDARD STEPS 16" ON STANDARD MANHOLE CENTER f RING & COVER ---TOP DESIGNED FOR HS -20 8" I.D. LOADING MAY BE FLAT OR UP TO 20 MIN. ECCENTRIC CONE " r CEMENT PUTTY OR BUTYL RUBBER JOINTS BRICKS MIN. 6" THICK WASHED & STONE BEDDING MORTAR INVERT STANDARD STEF 12" FLAT TOP DETAIL 12 300( P.S.I. COIN TOP OF CURB �4" DEEP TYPE (OVER 20 FEET IN DEPTH) STANDARD FOR SLI REQ.'S NOTE 1. 7" �„ FLOWLINE 5' CENTER FLOWLINE 2-2" G.I. PIPE OR PVC PIPE 8" MIN.,OVER 12' DEEP 12" MIN. UP TO 6' FROM TOP OF CURB. 5' PUBLIC ROW AND 160 LBS. . ---TOP DESIGNED WITHIN EASEMENTS. FOR HS -20 3) COVER SHALL WEIGH A LOADING MAY BE U P TO 20 :: FLAT OR 4) ALL MANHOLE FRAMES OUTSIDE O" 1. D. ECCENTRIC CONE OF PAVED SURFACES SHALL BE .::- (PLASTIC BOLTED TO THE CONE CEMENT PUTTY SECTION OR RING WITH A OR BUTYL 1:115- RUBBER JOINTS SD -4.2 - STANDARD STORM E`V BRICK IN. 6" THICK WASHED & ° e e o ° ° o ao o ° o° 1 �2" D MORTAR INVERT PIPE SPE ;EE i °oa%°,%°ao °o00 o°aoa °`o,n f6„ e 6' 4„ ° 6, 4„ 6" UP TO 12' DEEP 12" OVER 12' DEEP \ IF STRUCTURE IS GREATER THAN 12' DEEP, FOOTING IS TO EXTEND 6" BEYOND THE STRUCTURE NOTES: 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN. 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 3. SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES. 4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. 5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. SD -2.2 - DOUBLE WIDTH CATCH BASIN DETAIL N.T.S STANDARD S 1 FLATTOP DETAIL SD -4.1 - STORM MANHOLE DETAIL N.T.S v v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com I" 23 1/2' C 0 � PERM IT �FQ KD 0 lI PACE J COVER 120 LBS. MINIMUM 25 11/16 I„ BUTYL—NEK OR f' 23 II/16 APPROVED SEALANT BETWEEN FRAME AND COVER 11 \ I/2° 22 NOTES: DEEP TYPE (OVER 20 FEET IN DEPTH) STANDARD 25 15/16Is " STEPS 16" ON STANDARD MANHOLE CENTER RING & COVER PUBLIC ROW AND 160 LBS. . ---TOP DESIGNED WITHIN EASEMENTS. FOR HS -20 3) COVER SHALL WEIGH A LOADING MAY BE U P TO 20 :: FLAT OR 4) ALL MANHOLE FRAMES OUTSIDE O" 1. D. ECCENTRIC CONE OF PAVED SURFACES SHALL BE .::- (PLASTIC BOLTED TO THE CONE CEMENT PUTTY SECTION OR RING WITH A OR BUTYL MINIMUM OF 4 BOLTS PER FRAME. RUBBER JOINTS SD -4.2 - STANDARD STORM E`V BRICK IN. 6" THICK WASHED & STONE BEDDING MORTAR INVERT STANDARD S 1 FLATTOP DETAIL SD -4.1 - STORM MANHOLE DETAIL N.T.S v v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www.mckimcreed.com I" 23 1/2' C 0 � PERM IT �FQ KD 0 lI PACE J COVER 120 LBS. MINIMUM 25 11/16 I„ BUTYL—NEK OR f' 23 II/16 APPROVED SEALANT BETWEEN FRAME AND COVER 11 \ I/2° 22 NOTES: L 1) ALL MANHOLE FRAMES SHALL BE 0592-0046 BE DOMESTICALLY CAST. I" 25 15/16Is " 2) FRAME SHALL BE A MINIMUM SHK, BRL WEIGHT OF 182 LBS. WITHIN 33 I/4" PUBLIC ROW AND 160 LBS. BRL WITHIN EASEMENTS. 5/8"X3" LAGSHIELD IN HOLE 3) COVER SHALL WEIGH A DRILLED INTO CONE OR MINIMUM OF 120 LBS. RING WITH ANCHOR SUNK TO 4) ALL MANHOLE FRAMES OUTSIDE DESIGN DEPTH, AND 5/8"X3" OF PAVED SURFACES SHALL BE HOT DIPPED GALVANIZED BOLTED TO THE CONE LAG BOLT AND WASHER. SECTION OR RING WITH A MINIMUM OF 4 BOLTS PER FRAME. SD -4.2 - STANDARD STORM DRAIN MANHOLE COVER N.T.S CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS STORM DRAIN DETAILS 1 OF 2 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D13 'TATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION GRATE PER CITY STANDARDS USE STD. SW -10.08 OR SE -10.09 4'-4" NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" SOLID CONCRETE BLOCK. CAST IN PLACE OR PRECAST CONCRETE TO MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD SW -10.13 OR (SD -2.1) SD -5 - STANDARD DROP INLET DETAIL N.T.S SEAL DESCRIP11ONS 53 3„ SIDE ELEVATION B7 JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN [n 1" 1„ 3/4" HOLES FOR HANDLES -SEE DETAIL- TREAD SURFACE � 1/2" PLASTER PROD. MGR. r> 8" MINIMUM; OVER 8' DEEP, w C0 12" MINIMUM UP TO 6' FROM TOP OF CURB. Q DI O < a° 3000 PSI CONCRETE LJ T-0" 4'-4" 4'-4" NOTES: 1. FOR 24" RCP & LARGER USE PIPE DIAMETER PLUS 12" FOR MINIMUM INSIDE DIMENSION. 2. 24" X 24" CASTING WITH 12", 15" & 18" PIPE, 24" X 36" CASTING USED WITH 24" PIPE OR LARGER. IF PLACED WITHIN PUBLIC R/W CASTING MUST BE TRAFFIC BEARING TYPE PER NCDOT STANDARDS. 3. USE 4" X 4" X 8" OR 4" X 8" X 16" SOLID CONCRETE BLOCK. CAST IN PLACE OR PRECAST CONCRETE TO MEET N.C.D.O.T. STANDARDS ACCEPTABLE. 4. FOR STEP REQUIREMENT; SEE NOTE 2 ON STANDARD SW -10.13 OR (SD -2.1) SD -5 - STANDARD DROP INLET DETAIL N.T.S SEAL DESCRIP11ONS 53 3„ SIDE ELEVATION B7 A 15" 1 ,f PLAN OF COVER B 6„ _ I I, 3/4" 1— I I� 2'-41/2" 1' 2'-41/2" 1" 11/2" 5' 3" SECTION A -A 21 1/4" I g•�-I1 /2"�5" � � ■ 71/2-I I► 4'► -s► -4' 1' 1T5" r7i 4' SECTION B -B J- 3/8" ROUND 3 3/4" - s/e'• Recess - 7 3/4" �- 1l2" SO. 1 1/2" HD. NUT 3/8" - 16NC - s DETAIL OF HANDLE 11/2"moi Imo— --I I--11/2" 2 1/4"" 12" 3/4" 9 3.4" END ELEVATION 1 1/2"--� I ~ 12 1/2"----� 1 1/4" 3/4" 41/2" I' 21 1A" SIDE ELEVATION SD -6.1 - CATCH BASIN CASTINGS N.T.S CA ��fAll/ SEAL .......... Q.. f 4 - �'R— ref 4/� (2) DROP HANDLES 7(32—) 7/8" (22mm) /8" mm) 1 sia„ (aamm) USE EAST JORDAN IRON WORKS, INC. V-4096-2 OR APPROVED EQUAL 314" (19- COVER SECTION 31 1/2" (800mm) 31112" (800mm) } _ \ 3/4^ (19mm) fb4 ) ASSEMBLY SECTION JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN 1„ 1" 1„ 3/4" HOLES FOR HANDLES -SEE DETAIL- TREAD SURFACE CHECKED CLW, JSL PROD. MGR. BRL 1" xanindaiow MO/OAV/VR X A 15" 1 ,f PLAN OF COVER B 6„ _ I I, 3/4" 1— I I� 2'-41/2" 1' 2'-41/2" 1" 11/2" 5' 3" SECTION A -A 21 1/4" I g•�-I1 /2"�5" � � ■ 71/2-I I► 4'► -s► -4' 1' 1T5" r7i 4' SECTION B -B J- 3/8" ROUND 3 3/4" - s/e'• Recess - 7 3/4" �- 1l2" SO. 1 1/2" HD. NUT 3/8" - 16NC - s DETAIL OF HANDLE 11/2"moi Imo— --I I--11/2" 2 1/4"" 12" 3/4" 9 3.4" END ELEVATION 1 1/2"--� I ~ 12 1/2"----� 1 1/4" 3/4" 41/2" I' 21 1A" SIDE ELEVATION SD -6.1 - CATCH BASIN CASTINGS N.T.S CA ��fAll/ SEAL .......... Q.. f 4 - �'R— ref 4/� (2) DROP HANDLES 7(32—) 7/8" (22mm) /8" mm) 1 sia„ (aamm) USE EAST JORDAN IRON WORKS, INC. V-4096-2 OR APPROVED EQUAL 314" (19- COVER SECTION 31 1/2" (800mm) 31112" (800mm) } _ \ 3/4^ (19mm) fb4 ) ASSEMBLY SECTION (3)7/8"-9x33/4"LG HEXHD BOLTS, NUTS (GRADE 8) WITH LOCK WASHERS SD -6.2 - BOLTED COVER ASSEMBLY N.T.S v v MCKM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn BACK SIDE OF ASSEMBLY NOTE: USE GRADE 8 BOLTS ONLYFOR BOLTING TOGETHER CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 25mm) B 2'-9„ T*I 8 1/4" 1'4 1/2" --111— 81/4" 1jI I f 112"" I A`f A 5/8" 1 � 1 3/4"- 21 M B SECTION B -B 2' 1 1/4" 2'-0" 1' 11 3/4" I 3/8" 1 1/2" 2 1/2" 2 1l2" 3 1 /4'• �-� 1' 1 /2"— 9 3/4" � 4 1/2" 1/2" SECTION A -A STANDARD 24" X 36" DROP INLET CASTING SD -7 - STANDARD DROP INLET CASTING N.T.S STORM DRAIN DETAILS 2OF2 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB f1 SHK, BRL CHECKED CLW, JSL PROD. MGR. BRL xanindaiow MO/OAV/VR X Q DI LJ (3)7/8"-9x33/4"LG HEXHD BOLTS, NUTS (GRADE 8) WITH LOCK WASHERS SD -6.2 - BOLTED COVER ASSEMBLY N.T.S v v MCKM&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn BACK SIDE OF ASSEMBLY NOTE: USE GRADE 8 BOLTS ONLYFOR BOLTING TOGETHER CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS 25mm) B 2'-9„ T*I 8 1/4" 1'4 1/2" --111— 81/4" 1jI I f 112"" I A`f A 5/8" 1 � 1 3/4"- 21 M B SECTION B -B 2' 1 1/4" 2'-0" 1' 11 3/4" I 3/8" 1 1/2" 2 1/2" 2 1l2" 3 1 /4'• �-� 1' 1 /2"— 9 3/4" � 4 1/2" 1/2" SECTION A -A STANDARD 24" X 36" DROP INLET CASTING SD -7 - STANDARD DROP INLET CASTING N.T.S STORM DRAIN DETAILS 2OF2 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROD. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU501 DRAWING NUMBER D14 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON N CS -1 - TEMPORARY SECURITY FENCING N.T.S DESIGN PARAMETERS Main Pipe Diameter (inches) DEPTH OF BURY: 3 FT SAFETY FACTOR: 2:1 TRENCH TYPE: 3 (PIPE BEDDING IN 4" LOOSE SOIL. BACKFILL LIGHTLY CONSOLIDATED TO TOP OF PIPE) TEST PRESSURE: 200 PSI SOIL TYPE: (CL,CH,SC,SM) TOPSOIL, INORGANIC CLAYS OF LOW, x8 MODERATE, & HIGH PLASTICITY. SILTY & CLAYEY x12 SAND. BACK FILLED USING NATIVE SOILS. NOTE: 1. THE CONTRACTOR SHALL INSTALL RESTRAINED JOINT THRUST PROTECTION AT ALL BENDS, TEES, REDUCERS, VERTICAL OFFSETS. THE LENGTHS SHOWN BELOW ARE TYPICAL LENGTHS REQUIRED FOR THE DESIGN PARAMETERS SHOWN ABOVE. THESE RESTRAINING CONDITIONS ARE COMMON CONDITIONS ENCOUNTERED IN NORMAL PIPELINE CONSTRUCTION, ANY OTHER CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. 2. WHEN USING MECHANICAL JOINT RESTRAINTS SUCH AS MEGA—LUGS FOR PVC & DIP OR TR FLEX AND GRIFFIN SNAP—LOK, CONCRETE BLOCKING IS EXCLUDED FROM THE INSTALLATION. 3. THE RESTRAINED LENGTHS PROVIDED IN THE TABLE BELOW ARE MEASURED IN FEET AND SHALL BE APPLIED TO EACH SIDE OF THE SPECIFIED FITTING AS SHOWN IN THE DETAIL. k", 11-1/2 GAUGE LINK FENCE DNG, 1-5/8" DIA PIPE SLEEVED DIA. PIPE TO SECURE CHAIN -ENCE TO POST _ONG, 2" DIA. L PIPE DRIVEN GROUND HED GRADE LCL J L TEES DEAD ENDS -17 CROSS REDUCERS L , L UPPER BEND LOWER BEND jl L I jl L I VERTICAL OFFSETS HORIZONTAL BENDS MINIMUM RESTRAINED PIPE LENGTHS (LINEAR FEET) TABLE Main Pipe Diameter (inches) Horizontal Bends (Degrees) Tees Reducers (Main Diameter x Reducer Diameter (inches) Dead Ends Vertical Offsets (All Bend Angles) 11 90 45 22.5 11.3 1 3/8" x6 x8 x10 x12 Upper Lower 24 140 58 28 14 10 305 289 268 243 329 137 33 20 121 50 24 12 10 253 233 208 177 282 117 28 18 111 46 23 1 11 10 226 1 202 174 140 258 107 26 16 101 42 21 10 10 196 170 138 99 233 97 23 12 80 33 16 8 10 132 96 53 181 75 18 10 68 29 14 7 10 95 52 154 64 15 8 57 24 12 6 10 54 128 53 13 6 44 19 9 5 10 98 41 10 4 32 13 7 4 10 70 29 7 3 27 i 11 6 3 10 58 24 6 CS -4 -RESTRAINED JOINT TABLE N.T.S. SEAL DESCRIP11ONS REVISIONS 6 H x 12' PANEL SIDE VIEW ., NOTES: —2x 11 GAUGE WIRE FILL —TENSION BANDS WITH NUTS AND BOLTS (NOT PRESS CLIPS) —WIRE TIES EVERY 12 INCHES NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS (MIN.) OR AS DIRECTED BY OWNER. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 5. FOR CONSTRUCTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 6. ATTACH SIGNS SECURELY TO FENCE. 7. MAINTAIN CONSTRUCTION FENCE THROUGHOUT DURATION OF PROJECT. 8. ADDITIONAL SIGNS MAY BE REQUIRED BY OWNER BASED ON ACTUAL FIELD CONDITIONS. 9. CONSTRUCTION FENCING IS REQUIRED FOR STAGING AREAS AND FOR ALL ACTIVE AREAS OF CONSTRUCTION/TRENCHING FOR PEDESTRIAN SAFETY. TENSION BANDS (5 PER SIDE) STABILIZERS/STANDS SIDE VIEW 00 36" FRONT VIEW CS -2 - TEMPORARY CONSTRUCTION FENCE W / STD. POSTS N.T.S v v McKIN4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS A A p q q p p p p q q q p A A q p q A A A A q O q pq qq p q A p q q A A q 4:4 n q 20' BRACED CORNER 2-6' TUBULAR POST, (TYP.) GATES, 50" TALL, 10' 6' TALL— 9 GAUGE WIDE (EA.) ENTERED CHAIN LINK FENCE 4"x4"x8' TREATED WITHIN PERM. EASEMENT TO EDGE OF TREELINE POST INCASED IN CONCRETE AT BASE PERMENANT EASEMENT so (TYP.) WIDTH VARIES N OTES: 1. GATES SHALL BE SECURED WITH CHAIN AND LOCK WHEN CONTRACTOR IS NOT WORKING. THE CITY SHALL BE PROVIDED A DUPLICATE KEY FOR EACH LOCK IN CASE ACCESS IS REQUIRED DURING NON—WORK HOURS. CS -3 - CONSTRUCTION ACCESS ENTRANCE/EXIT CONTROL GATE N.T.S CONSTRUCTION DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: HEIGHT MESH GAUGE FABRIC 6' 2" 11 CHECKED O.D. WALL FRAMEWORK 1 3/8" .065" ., NOTES: —2x 11 GAUGE WIRE FILL —TENSION BANDS WITH NUTS AND BOLTS (NOT PRESS CLIPS) —WIRE TIES EVERY 12 INCHES NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS (MIN.) OR AS DIRECTED BY OWNER. 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 5. FOR CONSTRUCTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 6. ATTACH SIGNS SECURELY TO FENCE. 7. MAINTAIN CONSTRUCTION FENCE THROUGHOUT DURATION OF PROJECT. 8. ADDITIONAL SIGNS MAY BE REQUIRED BY OWNER BASED ON ACTUAL FIELD CONDITIONS. 9. CONSTRUCTION FENCING IS REQUIRED FOR STAGING AREAS AND FOR ALL ACTIVE AREAS OF CONSTRUCTION/TRENCHING FOR PEDESTRIAN SAFETY. TENSION BANDS (5 PER SIDE) STABILIZERS/STANDS SIDE VIEW 00 36" FRONT VIEW CS -2 - TEMPORARY CONSTRUCTION FENCE W / STD. POSTS N.T.S v v McKIN4&CMED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS A A p q q p p p p q q q p A A q p q A A A A q O q pq qq p q A p q q A A q 4:4 n q 20' BRACED CORNER 2-6' TUBULAR POST, (TYP.) GATES, 50" TALL, 10' 6' TALL— 9 GAUGE WIDE (EA.) ENTERED CHAIN LINK FENCE 4"x4"x8' TREATED WITHIN PERM. EASEMENT TO EDGE OF TREELINE POST INCASED IN CONCRETE AT BASE PERMENANT EASEMENT so (TYP.) WIDTH VARIES N OTES: 1. GATES SHALL BE SECURED WITH CHAIN AND LOCK WHEN CONTRACTOR IS NOT WORKING. THE CITY SHALL BE PROVIDED A DUPLICATE KEY FOR EACH LOCK IN CASE ACCESS IS REQUIRED DURING NON—WORK HOURS. CS -3 - CONSTRUCTION ACCESS ENTRANCE/EXIT CONTROL GATE N.T.S CONSTRUCTION DETAILS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU501 DRAWING NUMBER D15 STATUS: FINAL DESIGN REVISION NOT FOR CON STRU CTI ON FINISHED GRADE >1 D SOIL O o_O Ronp o Og O BOO 4" MIN OF #67 STONE BELOW BOTTOM OF .6 O.D. OF PIPE [ -6);O_ PIPE WHEN ROCK ENCOUNTERED OR UNDERCUT REQUIRED. MINIMUM SIDE CLEARANCE NOTES: 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS. 5. ACHIEVE 90% COMPACTION IN BACKFILL. R-3 - TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DI REUSE MAINS N.T.S C 0o 4 o. i 4 d v• TEE I NTER5ECTION 45 REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "Y" BAR LENG "Y" BAR WEIGH NO. REQUIRED 6" - 36" #5 /,.�'� ..��.'�......��..�.'•.• ..: •.4,Ta,,.;,•,::': UNDISTURBED 48" & > #6 3'-0"+ O.D. PIPE 1.502 LBS/FT BACKFILL ��� � �•� .::.; .. •:.: •.. ...:... , : � , 5/8„ 48" & > V-8" 1'-9" 6„ 7/8„ 1 1 1 0o 4 o. i 4 d v• TEE I NTER5ECTION 45 REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "Y" BAR LENG "Y" BAR WEIGH NO. REQUIRED 6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 1'-1" 1.1 LBS. EACH X_24, Y-12 48" & > #6 3'-0"+ O.D. PIPE 1.502 LBS/FT V-3" 1.9 LBS. EACH X-24, Y-12 BA REBAR SIZE "B" "C" "D,. o �,� b°° o� °e9s eO• .e a oe•� 1'-4" 1'-7" 2" 3/8" 20" - 24" 1'-4" V-7" 3„ 1 /2„ 30" - 36„ 1 _4„ 1,_7„ 4„ 5/8„ 48" & > V-8" 1'-9" 6„ 7/8„ 1 1 1 3 00- a •b 4,328 2 ° 'fie :'' •, ° e° On °bb 4: °.$' 1 1 2 5 • q .,dd X:%, 900 7,996 �.� %, 4 5 1 1 2 8 1 i °1':..°�•°I'°S °. ,°.o=rod. i•°I •°.o 2 3" MIN. CLEARANCE „D„ UNDISTURBED SOIL - 0 ° 'o °oo°O° 000 �° p ° o�q p ° 90p:ro • ° O° VO o•i q•d• :9e .b. �O°e �d b: ti g . $o.• .bot . o. �b. •s ° .� °4b °. O0.O°Oo°0 .d s •. ..v e$. 4. ° n 4e qw ; O O O O�O °a a °•beb b qO oe b�°°.'�tis .y°b� • I f I ..�°• e• d _ b d 0000 o° Opo Ooo °O o°pp ° O ._ „B„ NOTES: 1. SEE STANDARD DETAIL R-6 FOR THRUST BLOCK LOCATIONS. 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL R -3a. 5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL R -3a. 6. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH SIDES ALONG BOTH EDGES OF COLLAR AROUND CIRCUMFERENCE. 3" MIN. CLEARANCE THRUST COLLAR. AND THRUST SCHEDULE I.D. PIPE REBAR SIZE "B" "C" "D,. 6" - 16" 1'-4" 1'-7" 2" 3/8" 20" - 24" 1'-4" V-7" 3„ 1 /2„ 30" - 36„ 1 _4„ 1,_7„ 4„ 5/8„ 48" & > V-8" 1'-9" 6„ 7/8„ R -4A - THRUST BLOCKING DESIGN DATA FOR DI REUSE MAINS N.T.S Allow use of 900 bend. THRUST BLOCK AREA I e p. NOTES: o' < .a :; � 1. CONCRETE SHALL BE 3000 PSI 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 3. TRENCHES SHALL CONFORM TO STANDARD DETAIL R -3a AND R -3b. 4. SEE STANDARD THRUST BLOCK TABLES, R-7 THRU R-8, FOR AREA OF CONCRETE REQUIRED. 5. ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRUST BLOCKING. 900 BEND R-5 - STANDARD THRUST BLOCKING VIEWS N.T.S SEAL N011111A►11t, ff SEAL „v�-- 4 REACTION BEARING AREA5 FOR r10RIZONTAL REUSE PIPE BENDS BASED ON TEST PRESSURE OF 200 P.S.I. ALL AREAS GIVEN IN SQUARE FEET. ry o � o- O° �, o� o� ��� Ov 0 L v� ZO v vvti O� CC 6_51 ti� O �� J=O 0� 0�� °°Ze ON �o �� foo'/ �� 6" REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "Y" BAR LENGTH"Y" BAR WEIGH N0. REQUIRED 6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 11 1/40 1,108 1 1 1 1 1 1 2 1 22 1/Y 2,207 1 2 2 1 1 1 3 1 450 4,328 2 3 3 1 1 2 5 1 900 7,996 2 4 5 1 1 2 8 1 PLUG 5,655 2 3 4 1 1 2 6 1 8„ 11 1/40 1,970 1 1 2 1 1 1 1 1 2 1 22 1 /2° 3,922 1 2 3 1 1 1 4 1 450 7,694 2 4 5 1 1 1 2 8 1 1 90° 14,215 4 8 9 2 2 4 15 2 PLUG 10,053 3 5 6 2 2 3 10 1 12" 11 1/40 4,433 2 3 3 1 1 2 5 1 22 1 /2p 8,826 3 5 6 2 2 3 9 1 450 17,312 5 9 11 3 3 5 18 2 90° 31,983 8 16 19 4 4 8 32 4 PLUG 22,619 6 12 14 3 3 6 23 3 16" 11 l/4° 7,881 2 4 5 1 1 2 8 1 22 1 /2° 15,691 4 8 10 2 2 4 16 2 450 30,779 8 1 16 19 4 4 8 31 4 90° 56,861 15 29 35 8 8 15 57 6 PLUG 40,213 10 21 25 5 5 10 41 5 REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 900 TO THE THRUST VECTOR. USE G" - 900 BEND VALUE EOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. R-6 - THRUST BLOCKING DESIGN QUANTITY TABLE N.T.S v v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn REINFORCING REQUIREMENTS I.D. PIPE REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "Y" BAR LENGTH"Y" BAR WEIGH N0. REQUIRED 6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 1'-1" 1.1 LBS. EACH X_24, Y-12 48" & > #6 3'-0"+ O.D. PIPE 1.502 LBS/FT V-3" 1.9 LBS. EACH X-24, Y-12 "X" B A "A" °�.°' ° ° 6" - 16" V-4" do. % ea �O• °O.O .. SHK, BRL CHECKED CLW, JSL 11 1/40 17,734 5 9 . os . •e ° 3 3 roo. � • .f 18 2 22 1 /T 35,305 9 •fib 22 5 o. : a b• O E: 36 4 450 69,252 18 35 42 Fero 9 18 ° 7 90° roo •• .ro .b ° ;.e e Q 64 77 16 16 ;°° ° °:b •b'•° •'a' °Obi abd b. o f f d s d 128 3" MIN. CONCRETE CLEARANCE MECHANICAL RESTAINING COLLAR CONIC 301C1:121:Z.Y0111111 NOTES: 1. SEE STANDARD DETAIL R-6 FOR THRUST BLOCK LOCATIONS. 2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. . 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. 4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL R -3b. 5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL R -3b. 6. MECHANICAL RESTAINING COLLAR SHALL BE AS MANUFACTURED BY MEGA -LUG OR EQUAL. 3" MIN. v CLEARANCE THRUST COLLAR, AND THRUST SCHEDULE I.D. PIPE "A" "B" 6" - 16" V-4" V-7" DESIGNED SHK, BRL CHECKED CLW, JSL 11 1/40 17,734 5 9 11 R-413 - THRUST BLOCKING DESIGN DATA FOR DI REUSE MAINS N.T.S REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS BASED ON TEST PRESSURE OF 200 P.S.I. ALL AREA5 GIVEN IN SQUARE FEET. os =o os � goo O4? 9) p� N pati O� �� ti �O 4 (� =Q� CsQ� O � (Qj� v O �/ � �° o° �° T 24" JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL 11 1/40 17,734 5 9 11 3 3 5 18 2 22 1 /T 35,305 9 18 22 5 5 9 36 4 450 69,252 18 35 42 9 9 18 70 7 90° 127,936 32 64 77 16 16 32 128 13 PLUG 90,478 23 46 1 55 12 12 1 23 91 1 10 30" 11 l/4° 27,709 7 14 17 4 4 7 2 3 22 11f 55,163 14 28 34 7 7 14 56 6 450 108,206 28 55 65 14 14 28 109 11 90° 199,900 50 100 120 25 25 50 200 20 PLUG 141,372 36 71 85 18 18 36 142 15 36" 11 1/4° 39,901 10 20 24 5 5 10 40 4 22 1 /f 79,439 20 40 1 48 10 10 1 20 30 8 450 155,816 39 78 94 20 20 39 156 16 90° 287,855 72 144 172 36 36 72 288 29 PLUG 203,575 51 102 122 26 26 51 204 21 48" 11 1/4 0 70,935 18 36 43 99 18 71 8 22 1/2° 141,218 36 71 85 18 18 36 142 15 45° 277,007 70 139 166 35 35 70 277 28 90° 511,742 128 256 320 64 64 128 512 52 PLUG 361,911 91 181 217 46 46 91 362 37 REACTION BEARING AREA5 ARE IN SQUARE FEET MfA51_JRED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THETHRU5T VECTOR. USE G" - 90° BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. R-7 - THRUST BLOCKING DESIGN QUANTITY TABLE N.T.S CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS REUSE WATER DETAILS 1 OF 3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D16 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION REUSE WATER Imo— CENTERLINE OF MAIN & A MARKER L E I G 4'-6" H PLASTIC Ei� MARKER S E A E R TOP OF GRADE 2'-6" 12" DIAMETER HOLE FILLED WITH CONCRETE REUSE WATER MAIN NOTES 1. REUSE WATER MARKER TO BE PURPLE IN COLOR. 2. REUSE WATER MARKER TO BE LABELED "RALEIGH REUSE WATER". 3. TO BE SPACED ALONG CENTERLINE OF MAIN EVERY 300 FEET. 4. MARKERS TO BE ROUND AND 4" IN DIAMETER. R-9 - STANDARD MAIN & VALVE MARKERS FOR REUSE WATER IN EASEMENTS N.T.S STANDARD RECLAIMED VALVE BOX COVER TYPICAL fINI5HED z GRADE IN N PAVE AREAS �— GATE / TAPPING VALVE LIS•0 a a 4 0 0 0 a o 0 0 O O 0 00 A v o p o 0 0 a, D . d 4 ' TOP VIEW 3000 P51 50LID CONCRETE 5HALL BE USED A5 FOOTING FOR DUCTILE IRON PIPE. VALVE FLANGE M.J. FITTING v .4 EX151 ING p. -d v a. a o 0 a MAI a' v. •4• •q A. TAPPING SLEEVE SIDE VIEW NOTES: 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 2. SEE STANDARD REACTION BLOCK TABLES, R-7 AND K-8 FOR AREA OF CONCRETE REQUIRED. R-10 - 4"-24" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY N.T.S (UNPAVED AREAS) CONCRETE ENCASEMENT AT 3000 P.S.I. TYPICAL FINISHED GRADE IN z UNPAVED AREAS 1. -✓VV UN 1.-JVJ I BACKFILL PANTONE 522 PURPLE SECTION VIEW :II (PAVED AREAS) 12" THICKNE55 1-2, H OR HB BITUMINOUS CONCRETE (UNPAVED AREAS) CONCRETE ENCASEMENT AT 3000 P.S.I. 2$-0$ A A. a A -d A 0 d RECLAIMED a d A WATER .. a.. A CN a a' 'A a A A < A . VALVE BOX COVER, —J PANTONE 522 PLAN VIEW PURPLE. N OTE5 : 1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. 2. VALVE OPERATING NUT MUST BE EXTENDED 50 THATTHE DEPTH 15 NO GREATER THAN 5' (ft.) FROM THE SURFACE U51NG A MANUFACTURER APPROVED EXTEN51ON KIT. 3. PRECAST CONCRETE ENCASEMENT 15 ALLOWED OUT5IDE OF PAVED AREAS. R-12 - RECLAIMED WATER VALVE AND BOX INSTALLATION N.T.S SEAL C DESCRIP'nONS 1`,���►�l t CA''1i SEAL „v�-- 4 LAY 1NQ w J m Q ry Q -,)LL N -i IANU I\ -v I UN DIRECTLY TO TEE. REACTION BLOCKING CONCRETE AREA. ROD REQUIREMENTS NO. OF RODS BRANCH 51ZE 411 2 G" 2 8" 4 1211 4 I G" G 24" G 30" 8 301 8 NOTES: 1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. 2. SEE STANDARD THRUST BLOCK. TABLES R-7 AND K-8 FOR CONCRETE. 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. R-11 - VALVE RESTRAINT AT TEES AND CROSSES FOR LINES (4"-2411) N.T.S —53/4"- 5411 L 13j8» 97/811 BOTTOM SECTION BOX SHALL 5 OVER VALVE ALL PARTS SHA THE SAME MAT SUPPLIED BY TI- MANUFACTUREF COMPLETE BOX NOTES: 1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs. 2) ENTIRE VALVE BOX A55EM13LY * COVER SHALL BE CAST 112" FROM CLA55 35 GRAY IRON. 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A. 4) A55EMBLY OTHER THAN COVER SHALL BE PAINTED B LACK. SQUARE UPPER SECTION R-13 - STANDARD VALVE BOX (FOR RECLAIMED WATER) N.T.S I v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS REUSE WATER DETAILS 2OF3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: I " RAISED LETTERING MCE PROD. # (RECESSED FLUSH) DRAWN (2) CL05ED PICKHOLE5 DESIGNED ~G/4 --T1�211 RECLAIMED WATER rl 2" PROJ. MGR. �5�211� VAVLE BOX COVER, PANTONE 522 PURPLE. LID L 13j8» 97/811 BOTTOM SECTION BOX SHALL 5 OVER VALVE ALL PARTS SHA THE SAME MAT SUPPLIED BY TI- MANUFACTUREF COMPLETE BOX NOTES: 1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs. 2) ENTIRE VALVE BOX A55EM13LY * COVER SHALL BE CAST 112" FROM CLA55 35 GRAY IRON. 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A. 4) A55EMBLY OTHER THAN COVER SHALL BE PAINTED B LACK. SQUARE UPPER SECTION R-13 - STANDARD VALVE BOX (FOR RECLAIMED WATER) N.T.S I v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS REUSE WATER DETAILS 2OF3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D17 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION 5LE NOTE 3) MANHOLE FRAME AND COVER I� EXISTING OR PROPOSED GRADE SEE DETAIL K- 17 COVER 120 LBS. MINIMUM 3' MIN. •.a. 4ae•'o•a•A'.p., p a n' IG •/ , , p a" ,d a MINIMUM v a c r e. 2 e. CLEARANCE """ URE R T R- 14EAN D R-15 I ; ° PERM I �� o :o 4 _•• •:' 7 �Q 3 a 1 qQ 8D 2 O • • 23 I/2" 2 I' • p 6 p• 5 V 4' DIAMETER MINIMUM SLOPE + 1% .d.. O g .a' MANHOLEO O REL SE:oQ:pa. 12" OV O: ooy y0600.4 p iyO.p �9%Oo" COMPACTED NO. 67 STONE 00000Qo6o;®:oma ;o,•oo;:p� PAINT COVER MAIN np9 oc o.o �? oop§ aoo ao.o 21'4oObp A og4o°000;; :,Aooaa;ogr�� :ob PANTONE 522 5-0" MIN. '17Y A 2 3/4" BILL OF MATERIALS 1 PRECAST MANHOLE, SEE STANDARD DETAIL 5-20 2 TRASH HOOD 3 2" AIR RELEASE VALVE 4 2" CURB STOP BALL VALVE 5 ADAPTER 6 2" MECHANICAL JOINT BRASS PIPE AND FITTINGS 7 2" TYPE "K" SOFT COPPER WITH FLARED ELBOW 8 CORPORATION COCK 9 G" DIAMETER DRAIN 10 GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN 11 PIPE CAP 12 2" -GATE VALVE SEE STANDARD DETAIL R-3 AND K -3A TO INSURE PROPER BACKFILL. NOTE: 1D I. AIR VALVE TO BE P-20 WITH VACUUM CHECK BY CRISPIN OR VAL VATIC VM 45. 2. THE AIR RELEASE MANHOLE SHALL BE INSTALLED IN THE SHOULDER OR AS DIRECTED BY THE ENGINEER. 3. FOR MAINS LOCATED OUTSIDE OF STREET RIGHT-OF-WAYS THE MAXIMUM DISTANCE BETWEEN THE MANHOLE AND THE VALVE BOX SHOULD BE THREE (3) FEET. 4. MAIN SHALL BE DEEP ENOUGH TO ACCOMODATE INSTALLATION AS SHOWN R-14 - STANDARD REUSE AIR RELEASE VALVE N.T.S SEAL C DESCRIPTIONS 7 1/2" I" LAGSHIELDS MAY ONLY BE USED IN ROADWAY APPLICATIONS. -.9111 25 1/16" i-� 23 11/1G" 22" 25 15/16" 33 114" 5/6"1 LAGSHIELD IN HOLE DRILLED INTO CONE OR RING NOTES: WITH ANCHOR SUNK TO DESIGN I . ALL MANHOLE FRAMES SHALL BE DOMESTICALLY DEPTH, AND 3/E X3" HOT DIPPED CAST GALVANIZED LAG BOLT AND 2. FRAME SHALL BE A MINIMUM WEIGHT OF 162 LBS. WASHER. 3. COVER SHALL WEIGH A MIN. OF 120 LBS. 4. MANHOLES WITHIN PAVED SURFACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 55-14. R-15 - STANDARD MANHOLE COVER N.T.S Q v &CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 www. mckimcreed. corn CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS REUSE WATER DETAILS 3OF3 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # DATE: JANUARY 2016 MCE PROD. # 0592-0046 DRAWN EJB DESIGNED SHK, BRL CHECKED CLW, JSL PROJ. MGR. BRL SCALE HORIZONTAL: NA VERTICAL: NA M&C FILE NUMBER CU 501 DRAWING NUMBER D18 STATUS: FINAL DESIGN REVISION NOT FOR CONSTRUCTION