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Home My WebLink About20071261 Ver 2_Site Plan_20150715• 0110-11MOIT,,�� TOWN OF CLAYTON A"� tiCHEDULE 1,:�' JUNE 2015 M&C PROJECT NO. 00136-0039 INDEX c*wffi%*Er -------------------------------------- 1111,Iq M- 7-11LA o STA 78+00 -------------------------------- 06 STA 78+00 TO STA 94W ---------------------------------- 07 IT TI NOTES. .......... ------- 1. WETLANDS DELINEA11ON PROVIDED BY STEWART ENGINEERING (EARP TRACT) AND FROEHLING AND ROBERTSON, INC. (MIMS CT)® AND COMPLETED MARCH 2015. 2. STREAM CENTERLINES AND TOP OF BANK SHOWN AS PRO\ADED IN ORIGINAL PROjECT SURVEY DATED DECEMBER 2006. LE-GEND, P&QaMm WL WATER LINE Easj= TREELINE —7CE EROPD.Sm TEMPORARY EASEMENT —Tv CABLE TELEVISION —PUE PERMANENT EASEMENT — W — WATER LINE -111-4111111--W SEWER LINE -UT UNDERGROUND TELEPHONE 9 WATER LINE —uE UNDERGROUND ELECTRIC TD— TD— TEMPORARY DIVERSION DITCH —SS— SANITARY SEWER SILT FENCE .. ....... .. ..... .. . .......... . .... FOR, I PERMIT —FM FORCEMAIN LD LIMITS OF DISTURBANCE/ -LP LOWPIRESSURE 22.5® BEND CLEARING LIMITS 11.25* BEND SANITARY SEWER —SSF HIGH HAZARD SILT FENCE —OE OVERHEAD ELECTRIC — c GAS LINE —FO FIBER OP11C LINE — x FENCE LINE —R/W— RIGHT OF WAY P&QaMm WL WATER LINE WATER LINE APPURTENANCES SIZE AS INDICATED ON PLANS A N IM wiluffig I'll, EMM& MANHOLE Z UTILITY TOWER 0 UTILITY POLE QLp LIGHT POLE DRAWN WATER WELL -111-4111111--W WATER VALVE CAT VERTICAL WATER HYDRANT 9 WATER METER MBC:3 MAIL BOX BRL SIGN TREE WETLAND AREA .. ....... .. ..... .. . .......... . .... FOR, I PERMIT NOS E RIPARIAN BUFFER ZONE I T—I NEUSE RIPARIAN BUFFER ZONE 2 WATER LINE APPURTENANCES SIZE AS INDICATED ON PLANS A N IM wiluffig I'll, PROPOS-M DATE: TEMPORARY CONSTRUCTION ENTRANCE # P130-0039 TEMPORARY SEDIMENT TRAP DRAWN STREAM BANK STABILIZATION -111-4111111--W REINFORCED STABILIZED OUTLET CAT VERTICAL TREE PROTECTION c CHECK DAM INLET PROTECTION BRL GRAVEL AND RIP RAP FILTER BERM OUTLET PROTECTION GATE VALVE .. ....... .. ..... .. . .......... . .... FOR, I PERMIT AIR RELEASE VALVE T—I 90* BEND 45* BEND 22.5® BEND 11.25* BEND FT-i TEE PLUG WATER LINE APPURTENANCES SIZE AS INDICATED ON PLANS A N IM wiluffig I'll, 1 11 1 1 ''1 ,, ,, I 1 *4 ,* m&c MIX Numm DATE: JUNE 2015 SCALE MCE PROJ. # P130-0039 DRAWN HORIZONTAL. AMN DESIGNED CAT VERTICAL CHECKED BRL PROJ, MGR. BRL ♦ ♦ .. ....... .. ..... .. . .......... . .... FOR, I PERMIT Kos" ",ON EX MH# 24A STA.66+57 10 16" GRAVITY SEWER SAM'S CREEK \_I(YO—YEAR FLOOD PLAIN ci 50' 0 50' 100' m m m MIN SCALE: 1"=50' (Horiz.) Sm SEAL ,%N NN 44 1 DATE: 6UNIE 2015 SCALE M*C FU NUMM CAR Z ....... P.J/' 09k - MCE FROJ.' 01.36-00.39 1611 GRAVITY SEWER HORIZONTAL DRAWN 4e�N14W&CRM AMM DESIGNED CAT TOWN OF CLAYTON STA. ±68+25 TO STA. 78+00 1730 Varsity Drive, Suite 500 -CHECKED ORL VERTICAL, % Raleigh, North Carolina 27606 A0`6 Phone: (919)233-8091, Fax: (919)233-80 PROJ. MOR. BRL 31 SAWS CREEK INTERCEPTOR AA 02667 EBC 669 TATUS- REM" www.mckimcreed.com SCHEDULE 11 1 1 r ISSUED FOR PERMIT NOT FQR -) I INV%.# I iii�ui w� to uLu Y�. f.. I � MiWli .III uB. U. NINIYIIIIYIWIJY '. Y 44141YWNIi1WYYW�u1ryYQtltlWWIM� YVYNW 1.1 wu I�4 4 �... i� Illli il, it VIII it I lii I III I I I IIY VII 1 111111 III 1111171 111 11 IIII i II VIII II Ili Bill 7111 II IIII illllllllll IIII IIIIIIIIIII II YY II. lui Ili ilJiii lii MANHOLE TABLE . . . .. ...... 29-1 1 7 4 96.62 E 2164866.27 29A IRS N 697593.66 E 2164697.59 BOA..__ IRS N 697505.26 E 2164300.56 1 A IRS N 697727.01 E 2164158.02 INVVV UK rUNMU-NLY 100 —Y AR FLOOD PLAIN + M ASSEY, JOHN WESLEY SAM'S CREEK 00 DEB 925, DP 275 P pll ID: 166910-46-1968 IV- OF CHANNEL ACROSS Ell WIDTH OF REINFORCED—j DISTURBED AREA 50' 0 50' 100' SCALE.- 1"=50' (Horiz.) SEAL SEAL I I I ''I'll-N 'e"', 4, '0 &C FU NUMBER DATE: JUNE 2015 CA Ro SCALE m MCE PROJ. # 0136-0039 16" GRAM1-Y SEWER HORIZ'ONTAL, 0RA\jN0 NUMBER DRAWN All - - D MA C �/,%S NROM&CREM R D 1*-50' DESIGNIM CAT ell E TOWN OF CLAYTON STA. 78+00 TO STA. 91+00 CH T1 730 Varsity Drive. Su ite 500 CHECKED BRL VER CAL "14 4 �2 C7 Raleigh, North Carolina 27606 PROJ. MGR' ORL Phone: (919)233-8091, Fax: (919)233-803 SAWS CREEK INTERCEPTOR A. 02667 EB0006691 REAM (ZrWg=nHI r: 11 I*JQWC" rVF% rr.MMI I NOT FOR CONSTRUCMON ''I III J 35A JUNE 2015 IRS N 6977 E 2165537.22 2 36A IRS N 7__ e 163276.81 37A DESIGNED I I N 697514.63 E 2162967.16 i d0--RDIIlIFATff'-A—Rt GR60ND COORDINATES LOCALIZED AROUND NCGS MONUMENT "STRICK". 1111-51 HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY ENGINEER, U ISSUED FOR PERMIT silk `gym , Ri mm i u MH# J2A STA. 92+J8.06 qq NOW OR FORMERLY PEEDIN, EDNA S DB 527, DP 89 166910-36-0755 7F tAN�',KAYMUINU t JK F WE-19 15: DB 498, DP 611 A4H# J6A S TA. AII 34A RID: 176000-41-8695 SILT FENCE (TYP),__ STA. 95+19.80 EXIT SEE DETAIL SHEE1 D,� 116" GRAVITY SEWtk WETLANDS (TYP), 100+5J. 4J 1- 111, 1k, qzrr" Klf%,Tr I 'IV . ..... . ...... .... I. 50, 0 50' 100' ■ ■ m MA SCALE: 1"=50' (Horiz.) Oft-1 44 4;L%;*�,jkNffa4 &0" CREED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Pbone: (919)233-8091, Fax: (919)233-8031 A,AWD002667 FB0006691 16" GRAVITY SEWER i7k 91+00 TO STA. 104+00 A" DATE: JUNE 2015 M&C FU'mimem SCALE MCE PROJ. # 0136_0039 DRAWN AM HORIZONTAU DRAWN0 NUMBER DESIGNED CAT so CHECKED ORL VER71CAL- C8 PROJ. MGR. ORL 1111-51 U ISSUED FOR PERMIT RVA NOT FOR CONS11RUCMON . ......... CREEK F _ DB 498 DP 611 R�� J� FORMERLY PID: 1 �6� —�fi;® 9 Minis$ ALLEN L STER JF� CONTRACTOR T SAM'S tP EK ® 1141 DP4 1� INSTALL L 1 RIP 100 YEAR FLOOD PLAID! PID: 166905-18-2139 RAP ( - ON SIDE SLOPES OF PROPOSED END OF CHANNEL ACROSS PERMANENT Lt 1.. F GREENWAY EASEMENT. DISTURBED AREA WIDTH VARIES. ��.www„w�,uuw,r�w wuJ ��.;dwu �u��. �, ad ;:w,. ;; anwr: �u m, mwuuu oa �,�wmuuieuuw awawv .�wiwwwmuu ��nwuw �mi wuw�ww�w�u uW��zr: omuniuu��u ui.uwu uxim 11 . 1 1 1 1 1 Hill iu1111 111111 rimu 61,16P , 0.4 "dL 71 f �.ffiw! I Eui A Q90=4=4 MAL 41 IRS N 697553.84 E 2161406.32 42A IRS N 697610.26 E 2161185.95 -IRS —7, 43 N 6477'5'7.49 E 2160803.92 44 IRS N 697950.14 E 21II5044,9_93 • COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT "$TRICK". • HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY ENGINEER. im 5p I a SCALE: 1"=5' (Vert.) W2 N i -,,- SAWS CREEK THIGH HAZARD SILT FENCE (TYP) 244 . ....... _ ....... ... 242 2� SAWS CREEK 100 YEAR FLOOD PLAII mo %A 5013%lmo�M 50, loo, 'a 0 ■ mm SCALE: 1"=50' (Horiz.) NWWiYYWiC,m 1111,1 1!, I i- I- IIIHI AIll III I IIII IIIIIIIII II IIIIIIIII IIII III III II III I II VIII Hill 1~ &- A Ill TV A 1%0 X36' U 47A IRS TEMP. CONSTRUCTION ENTRANCE /C-0111I A\ N agaol r ll r%nnnn m no 50' 0 50' 100, SEALL SEAL all ilcw i MOM DATE- JUNE 2015 SCALE - ------ -------- . ........ . .. . ..... ......... --- - ---- - - -------- ---- -- . .... .. ..... . ........... ... . .. . I ...... . I "I" CA�� ....... MCE PROJ. # 0136-0039 ...... 16 GRAVITY SEWER HORIZONTAL- UFM&CRUD DRAWN AMH DRAWNO NU"Dt DESIGNED CAT TOWN OF CLAYTON STA. 130+00 TO STA. 143+00 1730 Varsity Drive, Suite 500 VERTICAL CHECKED BRL fDA :E T �CE PROJ. # I LRAWN Raleigh, North Carolina 27606 in—so PROJ. MISR. 13RL Phone, (919)233-8091, Fax: (919)233-8031 SAWS CREEK INTERCEPTOR . ..........° . EM S 10 N S INC R---" PER COMMENTS FROM NCDENR LAND QUAUTY SECTION 14 15 AAD002667 EB0006691 fit REMSION dDA7E SCHEDULEII ISSUED FOR PERMIT www.mckimcreed.com NOT FOR CONSTRUCTION 49A 49-1 50A I i is T= N 697812.92 E 215867646_j N/F CITY ROAD LLC DB 4557, PG. 814 PB 81, PG. 57 PB 60, PG. 366 PIN # 1659-97-737.a_ - STA. 148+24. 11 cf?cv< ........ REINFORCED STS BILIA 'nON UTLET (TYP.) SEE DETAIL SHEET D3 %4 00 FENCE. SEE SHEET 1 �PERM, EASEMENT STA. 146+18-25 l 0' TEMP. EASEMENT ----- - -PB 66, PG. 294 PIN # N /F �N LtSllik DB G —68-9973 1659.07 1669,05-18-21 8- C900, PVC STUB OUT W/- PLUG FOR FUTURE TIE IN I I I Hill I�Hl —6" TYPICAL OR 6" IF ROCK IS ENCOUNTERED (► ETAIL 511.03) (NOTE 2) RIGHT OF WAY _ - NOTE 2 rI 77, 7-,---Tn---7 r- � 5' MIN. rl _§HOULULK -J FOR ALL PIPE PLACE A METALLIC WARNING TAPE I! Q ASPHALT 12" TO 18' BELOW FINISHED GRII 0 UJ 0 FINAL EARTH BACKFILL. COMPACT 12 IN S' LIFTS 12'— Z W ---f"2AWG GREEN 04SULA70 0 STEEL CASING PIPE COPPER WIRE ON TOP -N OF AU. PIPE (SEE NOX 6 SEE CHART BELO;l; BELOW) N (SELECT) IN171AL EARTH Ir BACKFILL CARRIER PIPE MECHANICAL 7- - —T APS M EL AC PULE -ON EN€� SEAL NT DIP W/RESTRAiNT GLAND BEYOND I—PVC. NOTE 3 OR OR APPRCiVED EQUAL F/L OF STONE TO TOP OF DITCH SEE DETAIL 1-1 PIPE FOR PVC PIPE —6" TYPICAL OR 6" IF ROCK IS ENCOUNTERED (► ETAIL 511.03) (NOTE 2) RIGHT OF WAY _ - NOTE 2 � 5' MIN. PAVLU ROAU NUIN SHUUWLR _§HOULULK -J X I! Q ASPHALT t: 0 UJ 0 ROAD BED 3' 3' 5i MIN. MIN. Z W 0 STEEL CASING PIPE -N u SEE CHART BELO;l; CARRIER PIPE MECHANICAL 5' Mft 6" APS M EL AC PULE -ON EN€� SEAL NT DIP W/RESTRAiNT GLAND BEYOND MIN, OR APPRCiVED EQUAL F/L OF PIPE SUPPORT ASSEMBLY JT DIP PIPE DITCH SEE DETAIL CARRIER PIPE CASING PIPE RAILROAD HIGHWAY ..... . . NOMINAL OUTSIDE OUTSIDE WALL OUTSIDE WALL . ... DIAMETER DIAMETER DIAMETER THICKNESS DIAMETER THICKNESS & UNDER r 6,90" 12 3/4" 0.188' 12 3/4' 0.250" 8" 9.05" 16" O 250" 16" 0,250, loll imol" 20" 0.26148 20" 0.250" 12- 13.20" 24- 0,344" 24" 0,250" 14" 15.30" 28" 0.406- 28' Oe312" 16" 17.40" 30" 0.406" 30" 0.312' 20' 21.60" 42" 0.563" 42" 0,312" 24" 25.80 42 O 563" 42' 0.312" . . .... . . ........ -DIMENSIONS ARE WITHOUT COATINGS NOTES: 1. Installation by dry bore & jacking. 2® Bore to run from Right-of-Way to Right-of-Way unless approved otherwise by Town of Clayton. 3. Grease encasement pipe as required for ease of installation. 4. Steel pipe to be 35,000 psi min. yield strength, grade B. S® All exposed metal to be coated with epoxy or asphaltic material. 6. Skids to be installed, manufactured by ITT Grinnell, Charlotte, N.C. / Spider Manufacturing, Durham, N.C. / APS casing spacers by Advanced Products Systems Inc, Lafayette, LA. or approved equal, TOMW of CLAYTON U3 WiTHI l.'-E OWN - D N 5TANARFD SrE- --A71C:N- LAYTO TCLY TYPICAL DETAIL for BORE EU.NDEERPAVEEDROADS 7 A N�j To Sc- Ic T7 11IGHWAYS .... ..... I S D N L A 7 i --- --------- - --------- r5e-fa-T-s Provided by A:PPIAN Con iffy Engle wwwupplonengtnaers.com -7970727177-710;13 OM MAX. PAYMENT LIMIT M = O.D. + 4"�dp 1 "110 F F, F -2 T;-, 0 in a& I COMPACTED COMMON TRENCH BACKFILL At (FINJI.) (SEE NOTE 1) SEAL SEAL Iwar DATE JUNE 2015 SCALE MI FU NUM CARO 4'l Z/, fe MCE PROJ. 0136-0039 FDA MCE DR� D HORIZONTAL: s1, DRAWN AMH G NUMM • NfM�4&CREED DESIGNED CAT i �4 4 TOWN OF CLAYTON GRAVITY SEWER AND 730 Varsity Drive, Suite 500 VER11CAL: CHECKED D2 I �'aleigh, North Carolina 27606 EROSION CONTROL DETAILS PROJ. MGR. q-* 'hone: (919)233-8091, Fax: (919)233-8031 SAWS CREEK INTERCEPTOR 41 ........ S' 4,,AO002667 EB0006691 L A T TUS.- REVISON twww. rn ckim creed. com SCHEDULE11 ISWED FOR PERMIT I NnT FnR cmq-Tounmom 1111 Hill Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are not steeper than 2:1, 14 daVs are aflowed. Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' :n !ength. I. USE SILT FENCE ONLY WHEN DRAINAGE AREA AJI her areas with slopes flatter than 41 14 days None, except for perimeters and HOW Zones. NOTES: 1. REMOVE SEDIMENT V44EN HALF OF STONE OUTLET IS COVERED, 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. SIM POST SET MAX 2' APART MIN Z' INTO I-QUO QKQUimu FILTER FABRIC, AND HARDWARE "'TONE RELIEF OUTLET DETAI N.T.S FRIP-RAP PLACEMENT DETAIL STEEL POST WOVEN WIRE FABRI HARDWARE CLOTH-�_ MAN= KITI'Mr-IgNAMILANA TEMPORARY SILT FENCE N.T.S SECTION VIEW 3' FILTER FABRIC APRON ON GROUND M GRADE a. MINIMUM COM OVER SKIRT ANCHOR SKM AS DIRECTED By ENGINEIR ANTI-SEEP PROTECTION DETAIL TYPE "All NOT TOSCALE ROLL OUT NETTING IN THE DIRECTION OF WATER TEMPORARY LINERS NOT TO SCALF 11 d I M9 1j;ThNT. STM07K FAWC MVICAL) PLN VIEW OF P FENCING AROUN AD ROTECTIVE SINGLE TREE- EXPAND AS NECESSARY PLANT PROTECTIVE FENCING NOT TO SCALE ARC FILTER BASIN DETAIL N.T.S I. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER P, AREAS OF CONCENTRATED FLOW, 2. REMOVE SEDIMENT DEPOSITED AS NEEDED T�� PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE PRE33URE ON THE SILT FENCE, 1 MAINTENANCE. CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6-9 MONTHS. V-0. 4. FLOW SHALL NOT RUN PARALLEL WITH THE 14 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 CRITERtA. STEEL POST WOVEN WIRE FABRI HARDWARE CLOTH-�_ MAN= KITI'Mr-IgNAMILANA TEMPORARY SILT FENCE N.T.S SECTION VIEW 3' FILTER FABRIC APRON ON GROUND M GRADE a. MINIMUM COM OVER SKIRT ANCHOR SKM AS DIRECTED By ENGINEIR ANTI-SEEP PROTECTION DETAIL TYPE "All NOT TOSCALE ROLL OUT NETTING IN THE DIRECTION OF WATER TEMPORARY LINERS NOT TO SCALF 11 d I M9 1j;ThNT. STM07K FAWC MVICAL) PLN VIEW OF P FENCING AROUN AD ROTECTIVE SINGLE TREE- EXPAND AS NECESSARY PLANT PROTECTIVE FENCING NOT TO SCALE ARC FILTER BASIN DETAIL N.T.S NOTE: CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO -INTERMEDIATE COFFER DAM ALLOW PHASED CROSSING w/A MAXIMUM OF (SEE NOTE) 2 SEPARATE BYPASS PHASES. DELINEATION SILT : }G• OTHER —\ PEDIMENT FILTER DEVICE it xx x. A 0 0 0 a 0 0 111"I C"RARY STREAM CROSSING LAYOUT TEMI- N.T.S DISTURBANCE (SEE NOTE 1); NOTM' 437— 11, WARNING SIGNS TO BE MADE or DURABLE, WEATHERPROOr MATERIAL WATER COURSE BUFFER 1 41 CLASS 2 RIP RAP, NJ E-RRIER 1 SIGNS SHALL BE PLACED AT 50! MAXIMUM INTERVALS. 5 OR OTHER APFROvED WAiERIAL RIP-RAP DOOPASTREAM, 4 NO LESS THAN ONE SIGN PER PROTECTION AREA, (IF USING THAN 9.0 1) 5, ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. WARNING SIGN DETAIL SLOPE NO GREATER DOUBLE POW OF HIC HAZARD SILT FENCE REFER TO DETAIL EC-8 -V LIMITS OF DISTURBANCE (TYP) LQ ml COFFER DAM DETAIL N.T.S w 1— 40" NOTM' 437— 11, WARNING SIGNS TO BE MADE or DURABLE, WEATHERPROOr MATERIAL WATER COURSE BUFFER 2, LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 4- PROTECTION FENCE 18 1 SIGNS SHALL BE PLACED AT 50! MAXIMUM INTERVALS. .3-1 DO NOT ENTER 4. F WATERCOURSE BUFFER PROTECTION AREAS LESS THAN 200' IN PERIMETER ZR!0IIII 4 NO LESS THAN ONE SIGN PER PROTECTION AREA, 13RL 5, ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. WARNING SIGN DETAIL 6. MAINTAIN WATIMCOURSE SUFFER PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. I 1 11 11 ki 7. ADDITIONAL SIGNS MAY BE REOUIRED BY CITY • RALEIGH INSPEC71ONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. PLACE A SIGN AT EACH END OF LINEAR WATERCOURSE BUFFER PR07EC71ON AND 50' ALI NOT FOR ®x ON CENTERTHEREAFTER, TEMP "T' SILT FENCE FOR HIGH HAZARD AREAS N.T.S —INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL C'S-3 ON B0114 SIDES LEADING UP TO TEMPORARY CROSSING (TYP,) INSTALL SILT-j FENCE ALONC EXISTIING APPROACH ON STREAM BOTH SIDES OR WETLAND OOD MAT w 4'm&c FILE NUMBER DATE: JUNE 2015 SCALE MICE PROJ. # 0136-0039 DRAWN HORIZONTAL: AMH DOWNG'' 'N'UM DESIGNED CAT VERTICAL: D4 CHECKED 13RL MGR. EIRL ,PROJ. I 1 11 11 ki ISWED FOR PERMIT ALI NOT FOR ®x • 4'm&c FILE NUMBER DATE: JUNE 2015 SCALE MICE PROJ. # 0136-0039 DRAWN HORIZONTAL: AMH DOWNG'' 'N'UM DESIGNED CAT VERTICAL: D4 CHECKED 13RL MGR. EIRL ,PROJ. I 1 11 11 ki ISWED FOR PERMIT ALI NOT FOR ®x