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Home My WebLink About20130536 Ver 1_Permit Drawings_20130501t I t I OWNER.. CITY OF RALEIGH i I PUBLIC UTILITIES DEPARTMENT Address: One Exchange Plaza Suite Raleigh, NC 27601 Mailing Address-. P.O. Box 590 Raleigh, NC 27602 (919) 996-4540 x. r PUBLIC JOHN ROBERT CARMAN, PE PUBLIC } FF-WrR OLLECTIOi� S THE CITY OF RALEI NTS TO THE CONNECTION A EXTENSION OF THE CITY'S PUILIC I SEWER SYSTEM AS SHOWN M THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITY I HANDBOOK. CITY OF RALEIGH ' PUBLIC UTILITIES DEPARTMENT PERMIT AUTHORIZATION TO CONSTRLACT C DATE t° .o i ? E CONSTRUCTION C A ' =":TOR RE ONSIE3LE FOR THE EXTENSION OF SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOP THE I PUBLIC UTILITIES DEPARTMENT AT X4540 AT 1 LEAST MENTY FOUILHQU& PRIOR TO THE BEGINNING ANY OF THEIR ' INSTRUCTION. FAILURE TO NOTIFY BOTH T�-,E CITY DEPARTMENTS IN ADVANCE OF BEGINNING EONSTRUCTIONe WILL RESULT IN THE ISSUANCE 07 MONETARY FINES 1 AND REQUIRE REIN TALLATIC11 OF ANY WATER OR SEWER ER - FACILITIES NOT INSPF ^TED AS A RESULT OF THIS N011FICATION FAILURE. FAILURE TO CALL FOR INSP`�' ION I p ALL I I DOWNSTREAM LUG. HAVE F MIT E i PLANS ON ? `W`VIOLTION THE OSITEs OR ANY OHE OF CITY OF RALEIGH STANDARDS WiFI RESULT IN A FIN THE AM FUTURE WORK IN CITY O RALEIGH. 4 AUBURN KNIGHT,DALE ROAD ISTRUCTION TO BE IN CORDAN NCDOT STANDARD'S ,A, %D SPECIR y z'\ SCALE: t o C iru-. m i ur %1V 1 .. PG PAGE Ak BFE X FENCE FM EXIST, FORCE MAIN LOD EXIST. WATER LINE G— — EXIST. GAS LINE ® EXIST. WATER VALVE SF EXIST. GAS VALVE SF /TPF EXIST. FIRE HYDRANT lid WATER METER R/R SPIKE IN 26" PINE ®L-- STA. 18+67 Z. , 110.51' RT. POTABLE WELL _ MONITORING WELL El CABLE TV PEDESTAL so SIGN M ® MAIL BOX ANDLING ANY AND ALL MATERIALS TO BE RETURNED TO THE OWNER. BENCHMARK PROPOSED POWER POLE LOCATION _ EXISTING POWER POLE LOCATION 3 ALL CONSTRICTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH EXIST. ROW FURNISHED t ,ARTERIALS, THE CONTRACTOR IS TO PROVIDE ALL EQUIPMENT, WETLANDS SASE FLOOD ELEVAT1 (100—YR FLOOD PLAIN) SURVEY NOTES; RIGHT ---OF —WAY DELIVERED TO 33(14 LAKE W DARD DRIVE LEIGH, C OR ALTERNATE PROPOSED NCDOT ROW _LL.LLLLLLLL!_LLLL TEMPORARY CONSTRUCTION EASEMENT LOCATION AS AGREED UPON WITH OWNER, ANY AND ALL MATERIALS WHICH PERMANENT C S UCT!ON EASEMENT LOD LIMITS OF DISTURBANCE E BEING RETURNED TO THE OWNER SHALL BE JOINTLY INSPECTED By CLEARING LIMITS TB STREAM TOP OF BANK SF SILT FENCE SF /TPF SILT FENCE/ TREE PROTECTION FENCE -- F— TREE PROTECTION FENCE R/R SPIKE IN 26" PINE ®L-- STA. 18+67 Z. , 110.51' RT. CHECK CLAM _ CLASS II RIP RAP RIVER BANK RESTORATION El REINFORCED STABILIZATION OUTLET SURVEY NOTES; IC/At -r-l' rl, 1°a =.,,.. %L.L VIFILFN V NLFN Fv1N1�10Mr -� r°Ir°L % La M A ILMIFALZI WILD. O DELIVERED TO 33(14 LAKE W DARD DRIVE LEIGH, C OR ALTERNATE THE SAME PAVEMENT TYPE OUR PROJECT LIMITS INCLUDE AN AREA THAT - STORED AT PROPERTY ON CORNER OF BATTLEBRIDGE AND LOCATION AS AGREED UPON WITH OWNER, ANY AND ALL MATERIALS WHICH TRANSITIONS FROM CONCRETE TO ASPHALT) I. BENCHMARK INFORMATION SHOWN IS BASE- ON FILES RECEIVED FROM NCDOT ON 10-9-12 AUBURN —K4, TtJALE ROADS, FORMALLY KNOWN AS RANDLEIGH FARMS. E BEING RETURNED TO THE OWNER SHALL BE JOINTLY INSPECTED By �"` ELEV�174.58, RfR SPIKE IN 15' BIRCH BM 11 IS LOCATED AT N =71961 , E=214428'," CONTRACTC SMALL COORDINATE WITH OWNER AT LEAST 5 BUSINESS DAYS IN THE OWNER, CONTRACTOR AND ENGINEER. ONLY THOSE MATERIALS WHICH 7, ALL OTHER MISTING FACILITIES ASSOCIATED WITH THE GREENWAY (SUCH AS —L STA. 14+65647, 81.43` RT. m — ' 2 IS L�CATELs AT Na719S74 , E=2144599', ELEV -162, ADVANCE 0TH THE CITY OF RALEIGH (NR SUPERINTENDENT OR THE ARE IN A CONDITION EQUAL TO THAT F THEIR INITIAL CONDITION WILL BE FENCING, S!GNAG , C. H�;H ARE REMOVED OR DISTURBED DURING j R/R SPIKE IN 26" PINE ®L-- STA. 18+67 Z. , 110.51' RT. ASSISTANT SUPERINTENDENT AT 615 -996 -3700) ON THE FINAL LOCATION OF ACCEPTED FOR RETURN TO THE OWNER'S PROPERTY, THE CONTRACTOR CONSTRUCTION ARE TO BE RESTORED TO THEIR EXISTING CONDITION UPON MATERIALS STORAGE AND TERMS FOR ACCESS TO PROPERTY, WILL BE RESPONSIBLE FOR LOADING/UNLOADING, TRANSPORTING, AND PROJECT C(DiMPLETION. ANDLING ANY AND ALL MATERIALS TO BE RETURNED TO THE OWNER. 5. THE CONTRACTOR IS RESPONSIBLE FOR LOADING/UNLOADING, TRANSPORTING, TING _ STORING, HANDLING, INSTALLING, PROTECTING AND MAINTAINING ALL OWNER ALL CONSTRICTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH FURNISHED t ,ARTERIALS, THE CONTRACTOR IS TO PROVIDE ALL EQUIPMENT, AND TRANSPORTATION AS MAY BE NECESSARY TO TRANSPORT THE ANCitQF2 NCC T STANDARDS AND SPECIFICATIONS. OWNER PRO ED MATERIALS TO THE PROJECT SITE, INCLUDING ALL - COORDINA*nr EFFORTS, TRAFFIC CONTROLS AND ADDITIONAL FACILITIES AS MAY BE RED. UIRED. l. RIVER CROSSING TO BE COMPLETED VIA OPEN CUT, CONTRACTOR TJUT1ZE 1� ALL TRENCHING SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH PUBLIC UTILITIE� DELETERIOUS MATERIALS AND FRAGMENTS OF ROCK, CEMENTED/CONCRETED SOILS, OR POK7ADAyWUM{JTME#APPKUVEUK8E| OEP4RT��ENTH4NDRD{}K, UNLESS OTHERVV{SENOTED |N THESE DRAVV|NGJ. IN-TACT PIECES DF COHESIVE SOILS EXCEEDING ]-|WCHES|N LONGEST 0K4GN5KON. AROUND CONSTRUCTION AND EXPOSING x RIVER BOTTOM FOR PIPE ON-SITE SOILS UTILIZED FOR GENERAL TRENCH BACKFILLSHALL BE DRIED PRIOR TO USGS 02007500 NEUSE RIVER NEAR. CLAVTONoi NC INSTALLATION, CONTRACTOR 2.GEDTE[HN|CAL INFORMATION 1S PROVIDED TO THE CONTRACTOR |NTHE PLACEMENT AND COMPACTION IF OBSERVED TO BE SIGNIFICANTLY WET OF OPTIMUM. FOR RIVER CROSSING. TEMPORARY AND PERMANENT GEOTECHN|CAL SUBSURFACE INVESTIGATION REPORT, DATED MARCH 25,2UIlBY GENERAL TRENCH BACKF|LL SHALL BE PLACED |NNO THICKER THAN EIGHT (8) INCH � NEUStKNER BUFFER AND MEUSE RIVER SHALL E FALCON ENGINEERING, |N[, PROJECT NUMBER G13O1l.00 LOOSE LIFTS AND COMPACTED TO9U PERCENT (}F STANDARD PROCTOR MAXIMUM DRY CoO ly, �41PO iComoli � DRAWINGS AND 'N/k�CORDANCEVV|TH�LL E[\U|R�K4�x�� ' ./ rc�'mw,o ^ DENSITY 4T(+/-)3 PERCENT OF' OPTIMUM MOISTURE CONDITIONS 4S DETERMINED BY [i d jad U-3020201 ' 3� ALL PIPE INSTALLATION SHALL BEBY OPEN CUT. ANY ALTERNATIVE PIPE |NSTALL4T|DN � ASTM D698 ' THE UPPER l2-|NCHE5OF FILL SOILS UNDER PAVEMENTS AND SIDEWALKS -- M�� ------~--'- 7844-2f'196 ^-~83 2 , mcS/wn E n/vcn��n^v//n�u`��/.n/rn�rrcn S.,~ � �"""�'�^� SHEE- I � TECHNIQUES SH]ULDBEC8KAA[TEDTOATLEAST98PER 135D 'Awa ~ DRY DENSITY 4S DETERMINED BYA5TK8D698 SOILS CLASSIFICATIONS | � `''^�°~`�^��~~^'^"'' ! V 3. }EK8nJKA#Y WORK BRIDGE LOCATION APPROXIMATED 4, GEOTECHNICAL INVESTIGATION HAS NOTED THE POTENTIAL PRESENCE OF BOULDERS MH OR CH, LIQUID LIMITS EXCEEDING 5[iOR PLASTICITY INDICES EXCEEDING 1S SHALL ` ^ � INFORMATION PROVIDED BYVVETHER|LL ENGINEERING. AND COBBLES WITHIN THE PIPE ALIGNMENT. THE CONTRACTOR SHALL REMOVE AND NOT BE USED |NWITHIN THE UPPER 12 INCHES BENEATH PAVEMENTS AND SIDEWALKS. � DISPOSE DF ANY BOULDERS OR COBBLES ENCOUNTERED WITHIN THE PIPE TRENCH ANE U 4� POWER POLE LOCATIONS BASED ON RELOCATION DRAWINGS PROVIDEDE( SHALL NOT RETURN THESE 4S8A[KF|LLMATERIALS. BOULDERS [)R COBBLES OUTSIDE [ 9� FOR TRENCHING WITHIN THE NEUSE RIVER, PIPE BEDDING AND SELECT BACKFILL SHALL ] WETHE RILL E NGINEE RING, ACTUAL CONSTRUCTED THE BE AS - | ACCESS. RAP |W THE SELECT TRENCH BACKF|LL YEAR WWI calcut 5. REMAINING PORTIONS OF EXISTING FORCE MAIN !UBE DRAINED AND CAPPED UNDER CONTRACT. THESE 5, MINIMUM WIDTH OF TRENCH SHALL 8E PIPE O.D. PLUS 12-UY[HLS. MAX|KqUK4VV|OTH 1Q.B4[KFILL|NNCDOTR|GHTS-OF4NAY SHALL COMPLY WITH THE NCDOT Ian F P-b Oct Nov Dec PORTIONS WILL BE REMOVED UYOTHERS AS PART OF NCDOT BRIDGE DF TRENCH SHALL RG PIPE O.D. PLUS 24-\0[HES. TRENCHES 'REQUIRING SHORING AND ENCROACHMENT AGREEMENT REQUIREMENTS AND STANDARDS FOR MATERIALTYPE 2007 4,494 REPLACEMENT PROJECT. BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND AND COMPACTION. BRACING. 2009 2,957 1,72i 1,1358 3.481 61*5 6, PROPOSED NCDOT RO AND EASEMENTS BASED ON DRAWINGS P | ByVVb|HEM|LLENGINEERING. ''' 6�P|PEBEDDING SHALL CONSIST OFAT LEAST 6-|N[HESOFVVASHED, NO. S7 STONE FOR ------~~ ! REST RAINED JOINT, DUCTILE IRON PIPE. AT LEAST 9-|NCHES {]F WASHED, NO. 57STONE 20°1�- 2012 1,582 1 6 t, at Avaiable 7 FIELD INSTALLED H��E��LU ' OR APPROVED L}� � � . K��|KA|m|�UL �� SHALL@EPROV|DEDTO4LLDVVF[)R�DD|T|()NALDEPTH �ALL]O|NTP|PEBELLHULE , 1 EQUAL FOR ALL KAJFITTINGS AND VALVES. ' |F ROCK |5 ENCOUNTERED, THE TRENCH SHALL 8E MADE l2'|N[HES LOWER THAN THE X ' OUTER BOTTOM DF THE PIPE, AND 12-|W[HE5OF WASHED, NO, 57 STONE SHALL BE monthly 2 152 1 11;1,775 2,W e he ht � 8. CONTRACTOR TO SUPPLY POLY WRAP FOR ALL DUCTILE IRON PIPE, F PROVIDED. PIPE BEDDING SHALL BE PLACED IN NO THICKER THAN EIGHT (8) INCH LOOSE � AND VALVES. LIFTS AND COMPACTED T(J95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY lete data have t:beev used far statistical talculdtio.rt ^ DE08TY4J(+/)3 PERCENT OF OPTIMUM MOISTURE CONDITIONS AS DETERMINED BY 9. CONTRACTOR P EEVESAND TRAW0T0N[[)U |N[LW[OAG A�T&1D6g8� �� ` -------- -- --- , � RESTRA|0T�VVH��K�A�� REQUIRED U[T|�� ' "�`�w'^ �~`°°'" ALL CONSTRUCTION T0BE|W ACCORDANCE VNTHALL » Mkjomtnly Mali-A l dwwppm*oow�by 05GS at m0� ��q�n�� wK �}w��/mmw�=w n/�u8�~��=0J0475�0 7� SELECT PIPE BA[KF|LL SHALL 8E PROVIDED FOR HAUNCH |NG AND INITIAL BA[KF|LL0F . C|TY0F��LB[3HANDK]�W�DOT8TA�DA�DSAN� ' � , 10. CONTRACTOR TO SUPPLY E0 THE PIPE. SELECT FILL SHALL BE USED TOA MINIMUM OF1J-iW[HE5 ABOVE THE PIPE. SPECIFICATIONS. ` FOR TESTING OF THE NEW FORCE MAIN IN ACCORDANCE WITH CORPUD SELECT 8A[KF|LL SHALL CONSIST DFWASHED, NO. 57 STONE OR SOILS HAVING US{3 ' --- ----~---�--��- -� - - - --- �� STANDARDS. LOCATIONS wF TEMPORARY TAPS FOR TESTING MUST BE CLAB|F|C4T|ONSSF\S0/,GP,0RGVV. HAU0[H|0G, AND INITIAL BACKF(LL SHALL BE -- -_ r °^,.'mnr�/`^= ^"�^°`^.^=°°"°=��pvv�ble,00� |' APPROVED BY THE OVVNER' PLACED IN N[)TH|[KERTHAN FIGHT (8) LIFTS COMPACTED � '�~~'~w~�~^~~~`~`~'~~ ' ' ' ' �� lF [`� �F\�� PROFILE #�� mf�� *� ` PERCENT OF STANDARD PROCTOR X4AX{K4U�� DRY DENSITY �T (+/-) 3 PERCENT OF 30 0 30 6<] � ~��_�_ SHEET v ��^� . `�x ^ '`�^'~ � '---~�~-~�~�� | 11. FOR TEMR]RATY LINE STOPS AND OPTIMUM MOISTURE CONDITIONS ASDETERMINED BYASTM D698. GE0TEXT|LE HYDRAULIC ��ODELRESULTS |N� FAPP APPROXIMATELY SD °w' r '� - SEPARATION ' C}�THEEX8r|��"PV( FDR�E'�� TRANSITIONS TO SCALE: 1"=30' /��r(��\ � ." .°w � PVC ,."=.°r,'.,^' ,- BENEATH PAVED ` ' STEEL PIPE. ' ' HORIZONTAL SCALE: 1^=30 i` CITY OF RALEIGH � MwCmE,mwWx SEAL ---' ---- �CALE ��-�K�� MICE PROJ. y r7 DESIGNED KAK , d � wm�numwmww� p g CA R64 4 HORIZONTAL. R CITY OF RALEIGH AUBURN- KNIGHTDALE ROAD DRAWN KAK ............ -REED 00 UFMM&C FORCE MAIN RELOCATION PUBLIC UTILITIES DE AR MEN l' C 1 0 0 1730 Varsity Drive, Suite 500 HECKED BFB 44 C 0j MG Raleigh, North Carolina 27606 LPR R. EIRL —8091, Fox. (919)233-8031 PLAN Phone: (919)233 � ` om NI www.mckimcreed.com n i � �� \�� %�N�� U��~�� 0 '� w n�� m�� on�� mx��m� �� m��w ' U r � 1 I J DEAD Em ri ow Im as • im t 130 - AND VA T L " - SHEET .2o NEW _ 16" 11,2® e COMBINATION MJ BEND - — - ARV CAN UV wou EXIZ O 16 PVC FORCE MAIN (SEE SHEET Cl) 160 4" i im IIIIIIIIIIIIIIdIM +r 2+00 2+50 m LOMA a wt 145 140 135 130 "F RALEIGH CITY GH AUBURN-KNIGHTDALE r "ITY 0"F RALE10' ♦� # • `IM j P y 4 i .► 100% DESIGN NOT"FO'R r � r i i Cif ALL CONSTRUCTION TO BE IN ACCORDANCE. WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. w ......:.::.:. .. .. ';;::::',;: ..,...... �,..,:�... �:..«. ..,.....:.::... w. ww.,,, w.. w.....::.:....... W.. w...:. w;:..... ..rw...w.,......,,w�.:»,....... w.. �...::;.;wu.w.w...uW...:ww., w.�.....,w �...� "',..w;�' "':;� „..• .. .. -._ �wuuuiww uu, wi TEE INTERSECTION �E , t I r .. {, el �•f E C� VE7RKjlEN V m f PFD' ££ >ti#�itL tt rF:; tC..CEC '.IH ,EEC i n RE z PR1 -�R t.9H BM5 I R �a 3 p 6 .Tp y6 8i V NT REPAIRS ROAD 'TO IRE w ,,.e.e__., .,,. — _111..,0 STANDARD DETAIL S°4 & S -1 PLUG 5,655 JPIPE IS PLACED VNDER, EXISTING 4, SEE STANDARD THRUST BLDCK 4 1 1 2 6 1 t�1 MUTES: � W m I ,a 1 T> e p a•mp�p rt o a A aa' SHALL HA T r% � A`* 3" PAIN. BALL AND i e PIK R R SCZE w LE H °Xa fit °Ys R L TF9 Y M. REGUMP 0 Ll x-24, Y °IE 3�• 9 3 R 9' 1' 1 THRUST COLLAR, AND THRUST jQf.21ULE LD, PIK w �' I T-61-161, I. EACH RIP RAP REPLACEMENT SHALL BE BEDDED ON A 6 INCH LAYER OF ET 61- 36. r-4° f° p t ` DETAILS APPLIES TO SEWER MAIN ®_ _fi. '{. _ _ L ypYt�d_ i 3. REINF13RCING PARS SHALL BE DEFORMED AND TIED TOGETHER, STABILIZATION STONE: AND A NON — BIODEGRADABLE FILTER FABRIC. NT PIPE 11 1140 1,970 1 1 2 1 1 1 2 1 PLACEMENT OF RIP TAP SHALL IMMEDIATELY FOLLOW THE PLACEMENT OF - 6. F13R THRUST COLLAR USE RESTRAINING GLAND, MINIMUM 200 Int IDWG, NO, REVISIONS DATE R DATE - RRH 1-81 -(RJ THRUST COLLAR T REQUIRED. S - THIS LAYER, KEEP VOIDS TO A MINIMUM AND FORM A DENSE WELL GRADED 22 112 3,922 1 2 3 1 1 1 4 1 MASS OF STONE. DO NOT DISLODGE THE UNDERLYING BASE OF FILTER � F �R i WHEN PLACING STONE., COST OF THE STONE BASE OR FILTER SHALL BE 450 7,694 2 4 5 1 1 2 C 1 INCLUDED IN THE COST OF THE PLACING OF RIP RAP. _ PAVE NT REPAIRS ON IROADS NOT 'TO BE (PIPE IS TO E PLACED UNDER XI T1 G V Y)l _n. �. goo 14,215 4 6 9 2 2 4 15 2 FINISHED GRADE OF THE RIP RAP IS TO BLEND WITH THE SURROUNDING PLUG 10,053 3 5 6 2 2 3 10 1 AREAS SUCH THAT THE RIP RAP SURFACE ELEVATIONS MATCH THE EXIST'�G STREAM BANK AND BOTTOM SURFACE ELEVATIONS WHERE THE RIP � # RAP MEETS THESE POINTS. -3 INS1 r CT RIP RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES 11 174® 4,433 2 _ 3 _._m.. 1 ..__em ._...... 1 2 5 1 (ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH, 22 112 3,826 3 ,_.. 5 6 2 2 3 9 1 TOP of BANK 450 17,312 5 9 11 3 3 5 18 2 RIP RAP SLOPE PROTECTION: MIN, 30” LAYER 9a® 31,983 C 16 19 4 4 3 32 4 OF CLASS Il STONE ON A 6 —INCH THICK LAYER NO. 57 STONE BEDDING UNDERLAIN WITH B OZ. \ PLUG 22,619 6 12 14 3 3 6 23 3 NON -WOVEN FILTER FABRIC. � 11 1140 7,321 2 4 5 1 1 2 3 1 INCH NO. 57 STONE 22 Ilf 15,691 4 8 10 2 2 _4 16 2 - 45® 30,771 3 16 19 4 4 3 31 4 �� 8 OZ. NON -WOVEN Sao 56,861 15 2 5 15 57 6 FILTER FABRIC PLUG 40,213 ' 10 21 5 5 5 10 41 5 REACTION SEARING AREAS ARE IN SQUARE FEET i CITY OF RALEIGH RIP RAP BANK TI IL MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE [1F' �� TRECH TO T TF`�LiST DEPARTMENT OF PUBLIC UTILITIES N.T.S _. - - - -- - -- _ -_.- THRUST BLOCKING DESIGN USE 6` - 90 REND VALLE FOR HYDRANTS FOR ADDITIONAL SAFETY FACT ®Re QUANTITY TABLE D d& N❑, REVISIONS DATE E�ISI❑ S DATE 1 ,W,Ca 23-9 �E , t I r .. {, el �•f E C� VE7RKjlEN V m f PFD' ££ >ti#�itL tt rF:; tC..CEC '.IH ,EEC i n RE z PR1 -�R t.9H BM5 I R �a 3 p 6 .Tp y6 8i V NT REPAIRS ROAD 'TO IRE w ,,.e.e__., .,,. — _111..,0 STANDARD DETAIL S°4 & S -1 HORIZONTAL: D JPIPE IS PLACED VNDER, EXISTING 4, SEE STANDARD THRUST BLDCK .. 6a�. ` P :.I '- A T , W-LO THRU V -11, FOR AREA CCCwee. ,.:p &::P •se •e®.` y t�1 OF CONCRETE REQUIRED. W m I S ALL RENDS AND tNTEPSECTIONS 1 T> e p a•mp�p rt o a A aa' SHALL HA T r% � A`* 3" PAIN. RLaCKING, i e PIK R R SCZE w LE H °Xa fit °Ys R L TF9 Y M. REGUMP 0 Ll x-24, Y °IE 3�• 9 3 R 9' 1' 1 THRUST COLLAR, AND THRUST jQf.21ULE LD, PIK w �' I T-61-161, w 2 1 61- 36. r-4° f° p t ` DETAILS APPLIES TO SEWER MAIN �E , t I r .. {, el �•f E C� VE7RKjlEN V m f PFD' ££ >ti#�itL tt rF:; tC..CEC '.IH ,EEC i n RE z PR1 -�R t.9H BM5 I R �a 3 �i�►rlF"1i�i►lti "X" BAR UNDISTURBED SOIL °\ •p a p 6 .Tp y6 8i V NT REPAIRS ROAD 'TO IRE ES'V F E HORIZONTAL: D JPIPE IS PLACED VNDER, EXISTING P V' ° .. 6a�. ` P :.I '- A _.__. CCCwee. ,.:p &::P •se •e®.` y 7c V 71 �p® e I •rC t7 46�pvqq e p a•mp�p rt o a A aa' S V.d - mow F L q ° {y _ r I . � � � ` -� � A`* 3" PAIN. o- k$ e PIK R R SCZE w LE H °Xa fit °Ys R L TF9 Y M. REGUMP LA43 UlSffT Ll x-24, Y °IE 3�• 9 3 R 9' 1' 1 THRUST COLLAR, AND THRUST jQf.21ULE LD, PIK w �' I T-61-161, w 2 1 61- 36. r-4° f° p t ` EASE COL14S y 4 ry ��l _fi. '{. _ _ L ypYt�d_ i 3. REINF13RCING PARS SHALL BE DEFORMED AND TIED TOGETHER, 4, TRENCH BEITT13M WIDTH IN VICINITY or THRUST BLOCK INSTALLATION SHALL BE THE NI WIDTH AS SHOWN ON STANDARD DETAIL S -4 S -!k W cc Lu 5, BACKFILL TAMPED IN 6° LIFTS PER .�... _ .M A DEPARTMENT ICE PUBLIC 'UTILITIES 1 THRUST BLOCKING DESIGN DATA ® E, FOR SEWER FORCE MAIM 6. F13R THRUST COLLAR USE RESTRAINING GLAND, MINIMUM 200 Int IDWG, NO, REVISIONS DATE R DATE PRESSURE RATING, FACTORY WELDED RRH 1-81 -(RJ THRUST COLLAR T REQUIRED. S " tA-i i PAVE NT REPAIRS ON IROADS NOT 'TO BE (PIPE IS TO E PLACED UNDER XI T1 G V Y)l _n. �. 654.101 �i�►rlF"1i�i►lti "X" BAR UNDISTURBED SOIL °\ •p a p 6 .Tp y6 8i it a� ®� ®a -it �0 ° , HORIZONTAL: aaawlNC NuIR N/A .. 6a�. Dl N/A a._. �e : ` "k, C3CL CCCwee. ,.:p &::P •se •e®.` y d® ®»r �p® e ® � 4 pg � ♦. � pig �a�� 0 e p a•mp�p rt o a A aa' a+.. spa R Ai p8 •R ®..{ � 3" MIN. ` @Y'� BAR 3" PAIN. CLEARANCE "S" CLEARANCE REINFORCING REQUIREMENTS NTS PIK R R SCZE w LE H °Xa fit °Ys R L TF9 Y M. REGUMP LA43 UlSffT Ll x-24, Y °IE 41r 66 I ... t 11-31 ......__ LS EACH X-24, Y ®12 THRUST COLLAR, AND THRUST jQf.21ULE LD, PIK w �' I T-61-161, LW -e4°, 3V -3V, 4W 61- 36. r-4° f° p r 4® • Wnter Y- f° y 4 TESF 1, SEE STANDARD DETAIL S -7 F13R THRUST BLOCK LAT Se P, CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. 3. REINF13RCING PARS SHALL BE DEFORMED AND TIED TOGETHER, 4, TRENCH BEITT13M WIDTH IN VICINITY or THRUST BLOCK INSTALLATION SHALL BE THE NI WIDTH AS SHOWN ON STANDARD DETAIL S -4 S -!k CITY OF RALEIGH 5, BACKFILL TAMPED IN 6° LIFTS PER STANDARD DETAIL S-4 & S -5, DEPARTMENT ICE PUBLIC 'UTILITIES BIN THRUST BLOCKING DESIGN DATA ® E, FOR SEWER FORCE MAIM 6. F13R THRUST COLLAR USE RESTRAINING GLAND, MINIMUM 200 Int IDWG, NO, REVISIONS DATE R DATE PRESSURE RATING, FACTORY WELDED RRH 1-81 -(RJ THRUST COLLAR T REQUIRED. S NOTES: 1° PROVIDE 3" OF TOPSOIL AND SEED PRIOR TO RI ACFMFNT OF FIRER MATTI C_ \ M&C FILE NUMBER SCALE HORIZONTAL: aaawlNC NuIR N/A VERTICAL- Dl N/A FORCE MAIN DETAILS TATlJSa REIASION LNOT FOR CONSTRUC'1710N 100% DESIGN ---GATE /TAPPING VALVE — b j , 4- L Iro - 0 0 lol��o I I — 1�p 0 � SIEQ TEP VIEW VALVE BOX NOM �IEQUIIIED FllRj TAPPING SLEE AND VALVE ASSEMBLY SIDE VIEW NOTES 1, CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS, CITY OF RALEIGH 2, SEE STANDARD REACTION BLOCK DEPARTMENT OF PUBLIC UTILITIES TABLES, W-10 AND W-11 FOR --- AREA OF CONCRETE REQUIRED, 40 240 STANDARD TAPPING SLEEVE-AND VALVE ASSEMBLY DWG, -No, REVISIONS DATE IREVISIONS DATE W -14 - 13 2� �7 1 D �Wf, — 9-7-99 T�C.A' YaCdA® 2 1 9 1 RRH 3-31-00 GATE VALV&-,,,. Ir yl PLASTIC 4f-6m MARKER am SEWER LETTERING ON ALL VAL'TE LIDS7 DETAIL APPLIES TO SEWER MAIN CONSTRUCTION SEQUENCE FOR FORCE MAIN TIE—INS 1, INSTALL TAPPING SLEEVE & VALVE ON ONE SIDE OF CROSSING AND KEEP NEW VALVE CLOSED. INSTALL THRUST ME 1%nl1C- AKIn [° n I AMC ALL CONSTRUCTION TO BE IN ACCORDANCE VATH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. U) 0 ' Q NOTES: z MAINTENANCE: > c � � ADD ADD ADDITIONAL STONE AND "FLUFF' TOP ACROSS SECTION 1. WARNING SIGNS TO BE MADE OF DURABLF, WEATHERPROOF MATERIAL. DRESSING WITH 2° STONE (ate rTl LETTERS TO BE 3® H04 MINIMU144, CLEARLY LEGIBLE AND SPACED AS DETAILED. SEE N.G. DENR EROSION and SEDIMENT D 3. SIGNS SHALL BE PLACED AT 50° MAXIM CONTROL PLANNING and DESIGN MANUAL N 4. FOR CONDITIONS V10HERE PRACTICE APPLES; P° PLANNING CONSIDERATION & DESIGN CRITERIA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FA ALL CONSTRUCTION TO BE IN ACCORDANCE VATH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. ' NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLF, WEATHERPROOF MATERIAL. 2 LETTERS TO BE 3® H04 MINIMU144, CLEARLY LEGIBLE AND SPACED AS DETAILED. D 3. SIGNS SHALL BE PLACED AT 50° MAXIM N 4. FOR WATERCOURSE F OTECTI AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN E SIGN PER OTECTION AREA. P° 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FA S. MAINTAIN WATERCOURSE BUFFER PROTECTION CE THROUGHOUT DURATION PROJECT, > a 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD OGNDITION& rl 0 GT & PLACE A SIGN AT EACH END OF LINEAR WATERCOURSE PROTECTION D 5V ON CENTER THE 1 —4 Q. FOR CONDITIONS WERE PRACTICE A PLANNING CONSIDERATIONS ( HO R FLOW SHALL NOT RUN PARALLEL C] WITH THE FENCE) AND DESIGN CRITERIA, 10, END OF SILT FENCE NEEDS TO BE TURNED UPHILL 11, SEE N.C. STATE DENR PRACTICE SPECIFICATION MENTS FENCE SECTION. FOR CONDITIONS 04ERE PRACTICE APPLES; PLANNING CONSIDERATIONS. rn WATERCOURSE BUFF R PROTECTION FENCE ALL CONSTRUCTION TO BE IN ACCORDANCE VATH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. RECOMMENCATIONS FOR LATE NAINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE dtvacreL RYE (GRAIN) 120 ANNUAL LESPEDEZA (K:BE IN 50 PIEDMONT & COASTA-':ILAIN, KOREAN IN MOUNTMNS OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO E`',TEND BEYOND JUNE SEEDING DATES: MOUNTAINS (ABC /E 2,50(Y): FEB. 15 - MAY 15 (BEL :-,W 2,50(Y) FEB. 1 - MAY 1 PIEDMONT: JAN. 1 MAY 1 COASTAL PLAIN: DEC. 1 APR 15 SOIL AMENDMENTS: FOLLOW RECOMMEN__ATIONS OF SOIL TESTS OR APPLY 2.� biacte GROUND AGRICULTURAL LIMESTONE AND 750 u :, acre 10-10-10 FERTILIZER MULCH: APPLY 4,000 lb/acre S7 'MAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING ORA MULCH ANCHORING DOL. A DISK WITH BLADES SL I NEARLY SFRAIGHT CAN BE USED ASA MULCH ANCHORING 7;r "(OL. MAINTENANCE: REFERTILIZE IF GROif, 7H IS NOT FULLY ADEQUATE. RESEED, REFERI ILIZE AND MULCH IMMEDIATELY FOLLOiYNG EROSION OR OTHER DAMAGE. EC.,-3 - TEMPORAR"T" SEEDING SCHEDULE N.T.S RECOMMENDATIONS F -)R FALL SEEDING MIXTURE SPECIES RA-E (lb/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 Ck APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10- 1C,10 FERTILIZER MULCH: APPLY 4.000 lb/acre STRAW. ANCHOR STRAW By TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SETNEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL, MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS TOPDRESS WITH 50 lb(acre OF NITROGEN IN MARCH. IF IT IS NECESSARY TO F/ E ND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIED4,11ONTAND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OP EARLY MARCH. RECOMMENDAT'O.NS FOR SUMMER SEEDING MIXTURE SPECIES RA 'E LblaueL GERMAN MILLET 46 IN THE PIEDMONT AND MOUNTAINS, A SMALL -ST'l_,_,, NIMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 bacre. SEEDING DATES: MOUNTAINS MAY 15 AUG. 15 PIEDMONT: MAY I - -,,,JG. 15 COASTAL PLAIN: APR. 15 AUG. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS �R APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER MULCH: APPLY 4.000 lb/acre STRAW. ANCHOR STRAW B TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADE, SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQU'• `E. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER c,,"MAGE. RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE .SPECIES BATE lib /acre) TALL FESCUE 80 KOBE LESPEDEZA 40 NURSE PLANTS: BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre GERMAN MILLETOR 151tVacreSUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 lb/ac RYE (GRAIN) SEEDING DATES: BEST POSSIBLE FALL AUG. 15 - SEPT, 15 AUG, 20 - OCT. 25 LATE WINTER: FEB, 15 - MAR, 21 FEB. I - APR. 15, FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOSE LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 th/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER MULCH: APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED ASA MULCH ANCHORING TOOL. 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. PERMANENT SEEDING SCHEDULE NT.S RECOMMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS SEEDING MIXTURE RFC0Mf,lFNF)Fn APPI (CATION RATF 20211 RS. PFR ACRE SPECIES COMMON NAME PERCENT ELYMUS VIRGINICUS VIRGINIA'cNILD RYE 15 PANICUM VIRGATUM SWITCHGRASS 15 AGROSTIS STOLONIFEPA CREEPING BEN "GRASS 10 RUDBECKIAHIRTA BLACK-EYED SUSAN 10 COREOPSIS LANCEOLATA COREOPSIS 10 PANICUM CLANDESTINUM DEER TONGUE 10 ANDROPOGON GERARDII BIG BLUES-EM 5 JUNCUS EFUSUS SOFT RJSH 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 EOUAL. SEEDING DATES: ALL EROSION C011'F TROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL BEST: MAR. 1 MAY I 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS POSSIBLE: OCT. FEB. 5. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE NO SEEDING FROM JUNE TO SEPTEMBER. & IF IT IS DETERM0,40 DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT 15 LEAVING THE SITE, DESPITE PROPER SOIL AMENDMENTS: SITE. THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE ATA MINIMUM OF 2 INCHES. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APP_Y 1,500 lb/acre GROUND AGRICULTURAL LMESTONE. MAINTENANCE: 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AJGUST - SEPTEMBER ONLY TO HELP "DISPERSE SEEDS, UNIFORMLY AND MIX WITH SOIL (SEE EC-4), 6. 1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE HORIZONTAL. DRxft4G,NUwxR CONSTRUCT10N PURPOSES, THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS VERTICAL- D4 N/A PROJECT. NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. 2. CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, ENGINEER, CITY OF 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL. 3 INCHES RALEIGH AND NODENIR-LAND QUALITY SECTION REPRESENTATIVE PRIOR TO ANY LAND DISTURBING AC11MTY ON SITE AT EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED. 1 ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF 3. ALL TIMES. ALL EROSION CCOiTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND DEEMED NECESSARY BY EITHER THE ENGINEER OR ENVIRONMENTAL INSPECTOR. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. 4. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE® CONSTRUCTION ENTRANCE, ETC.) 4. ALL EROSION C011'F TROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS BE MADE IMMEDLATELY. 5. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. & IF IT IS DETERM0,40 DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT 15 LEAVING THE SITE, DESPITE PROPER SITE. THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION, 6. SUPPRESSION IS STRICTLY PROHIBITED. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE CONTACT OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED. CONSTRUCTION ENTRANCES, CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT UNIFORMLY AND MIX WITH SOIL (SEE EC-4), 6. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN TWENTY-ONE (21) CALENDAR DAYS OR CONSTRUCTION TRAFFIC EXIT POINTS, MUD AND DIRT SHALL BE INTERCEPTED AND TRAPPED FIFTEEN (15) WORKING DAYS (WHICHEVER IS LESS) AFTER COMPLETION OF ANY PHASE OF GRADING. IN ACCORDANCE BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE, RINSE-OFF WILL NOT BE 5. CONTINUE TILLAGE UNTIL A WELL -- PULVERIZED, FIRM, W/EC-3 AND EC-4. ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES 7. CONTRACTOR IS TO FOLLOW ALL E&SC MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND THOSE 7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1-FOOT IN REQUIRED BY t-irDENR. SINCE THE TOTAL ANTICIPATED DISTURBED AREA IS LESS THAN 1 ACRE, AN DEEP. DEEP. EROSION CONTROL PERMIT WAS NOT OBTAINED FROM NCDENR-DLQ, IF THE TOTAL DISTURBED AREA 8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1. EXCEEDS 1 ACRE-, THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY FEES, FINES AND PERMIT APPROVALS 9< NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED 6. SEE EC-4 FOR PERMANENT SEEDING SCHEDULE, REQUIRED BY NCDENR. CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE' WITH 8. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2:006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LOCAL AND STATE SOLID WASTE REGULATIONS, 7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE 10, ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF TO 1 VERTICAL (3 :1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH SEEDING, THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010, THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, THE FOCUS OF THE FROM THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE B. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. SELF- MONITOR ING, REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS MEASURES ACCORDANCE WITH NCGS 13A-54,1 AND 15A NCAC 46,0131. THE SELF-IN SPEC11ON REFORT FORM IS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST 9, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR AVAILABLE AS AN EXCEL SPREADSHEET FROM H TTP: //WWW. DI R. ENR. STATE. NC. U S/PAGES/SEDI MEN TATION -NEW. H T-M L. IF LAND-DISTURBING ACTIVITY, RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (919) 791-4200. THESE 11, REFER TO EROSION CONTROL DETAILS FOR ADDITIONAL REQUIREMENTS. STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING INSPECTION REPOTS ARE TO BE EMAILED, FAXED OR MAILED AT LEAST MONTHLY TO THIS OFFICE, FAX: (919) 12, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 571-471& SPOIL AREAS OR DISTURBED AREAS NOT SHOWN ON THESE PLANS. THIS SHALL INCLUDE 9. 10. CONTRACTOR TO POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES, CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF 13. ALL COST ALSO, CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY LINES. CONTRACTOR IS TO CALL WRITTEN APPROVAL FROM ENGINEER FOR VARIANCE. TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS OR TO HAVE EXIS11NC UTILITIES LOCATED. 1-800-632-4 949 F "NC ONE CALL' 14. IF RIP-RAP IS NOT REQUIRED AND STRAW NTH TACK LINER IS TO BE USED, WATER ESTABLISHED, CONTRACTOR TC CIA VE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM BUFFERS, TREE COURSE SHALL BE SEEDED PER SIDE DITCH SEEDING SCHEDULE DETAIL 'USING SEEDBED PROTECTION AREAS AND LIMITS OF DISTU RBANCE. PREPARATION SCHEDULE DETAIL. 15® TOTAL DISTURBED AREA IS 0.35 ACRES. 12. INSTALL TEMPORARY SILT FENCE TREE PROTECTION FENCE, REINFORCED STABILIZATION OUTLETS AND OTHER MEASURES 15. IF RIP-RAP IS REQUIRED, THE FOLLOWING IS REQUIRED. AS SHOWN ON FLANS. A. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH LAYER OF 13. INSTALL TEMPOR4RY PUMP PER DETAIL SWP-4 ON SHEET D3. STABILIZATION STONE OR A NON - BIODEGRADABLE FILTER FABRIC.PLACEMENT OF 14. OPEN TRENCH, INSTALL SANITARY SEWER AND BACKFILL TRENCH DAILY. SPOIL PLACEMENT SHALL BE ON THE RIP-RAP SHALL IMMEDIATELY FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS UPSTREAM SIDE OF THE TRENCH. TO A MINIMUM AND FORM A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE 15. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS SHOWN ON PLANS. THE UNDERLYING BASE OF FILTER WHEN PLACING STONE, COST OF THE STONE BASE 16. PERFORM SEEDINO; AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE EROSION CONTROL (EC) DETAILS AND OR FILTER SHALL BE INCLUDED IN THE COST OF THE PLACING OF RIP-RAP. TECHNICAL SPEC, ICATIONS. B. MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 INCHES AND THE MINIMUM 17. ONCE ALL GR OU`i,:) COVER HAS BEEN ESTABLISHED, AND OTHER CONSTRUCTION IS COMPLETE, CONTACT NCDENR-LAND THICKNESS OF THE RIP-RAP LAYER SHALL BE 18 INCHES. QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL C. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO MEASURES. 1.0 VERTICAL. FINISHED GRADE OF THE RIP-RAP IS TO BLEND WITH THE 18. AFTER SITE IS C:,MPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM ENGINEER TO REMOVE ALL SURROUNDING AREA. TEMPORARY MEASURES. ONCE APPROVAL IS GIVEN, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT D. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY VEGETATION AS ° FEQUIRED AND ON ANY RESULTING BARE AREAS. AFTER SEVERE STORMS) AND REMOVE BRUSH GROWTH BETWEEN STONES. EC-1.1 EROSION CONTROL CONSTRUCTION SEQUENCE EC-1.2 - EROSION CONTROL NOTES EC-2 SEEDBED PREPARATION N.T.S N,TS N.T.S . .... ..... ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. EROSION CONTROL DETAILS ST AM 1 100% IGN DES REHSfaN _.N.0T.", RUCll0N M&C FILE NUMBER SCALE CU 501 HORIZONTAL. DRxft4G,NUwxR N/A VERTICAL- D4 N/A EROSION CONTROL DETAILS ST AM 1 100% IGN DES REHSfaN _.N.0T.", RUCll0N I __ ___ 'I k A — — modummol� A A A A 1 0 WIFF c EXANIPLE OF "Lff A *r DEMNATIONS o C.) m rn i so > -4 F4 .......... M so • • orn n -V m > z r 0 cl) mmmmosm I mom I Cal TAPER LENGTH CRITERIA FOR m z CHANNELIZING DEVICES IN WORK ZONES m m z G) I __ ___ 'I k A — — modummol� A A A A 1 0 WIFF c Rkrl'lc C, 2i EXANIPLE OF "Lff A *r DEMNATIONS o C.) m rn i so > -4 F4 .......... Rkrl'lc C, 2i al z F— z CL rn i so z .......... M so • ca orn n -V m > z r 0 cl) mmmmosm I mom I Cal TAPER LENGTH CRITERIA FOR m z CHANNELIZING DEVICES IN WORK ZONES m m z G) N .4 -m TYPES OF TAPERS TAPER LENGTH z 0 UPSTREAM TAPER G) 4 r" MERGING TAPER ................................ L MINIMM m (A SHIFTINe TAPER ............................ 1/2 L WINIOM SHOtPLOER TAPER a. ®. -------------------- 1/3 L MININUIN TWO-WAY TRAFFIC TAPER ................... 100 FEET NAXIWA DOWNSTREAM TAPER --------------------- 100 FEET PER LANE HEET I Of 4 101011 al z F— z CL .......... • n mmmmosm I mom I al z F— z CL ' "I 2w 14;4 Miff#] Ag' oil 4w 40 • • CITY OF RALEIGH AUBURN-KNIGHTDALE R FORCE MAIN RELOCATIO TRAFFIC CONTROL DETAILS ALL CONSTRUCTION TO BE IN ACCORDANCE VATH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. NUMBER DATE- MAY 2013 SCALE M&C Fill MCE PROS. 1 0592-0047 CU501 DRA KAK HORIZONTAL: DRAVANG NUMBER WN DESIGNED KAK N/A - HECKD CLW VERTICAL E D5 C PROJ. MGR. BRL N/A . .. . .. .... .. OF DESIGN ON • n ' "I 2w 14;4 Miff#] Ag' oil 4w 40 • • CITY OF RALEIGH AUBURN-KNIGHTDALE R FORCE MAIN RELOCATIO TRAFFIC CONTROL DETAILS ALL CONSTRUCTION TO BE IN ACCORDANCE VATH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. NUMBER DATE- MAY 2013 SCALE M&C Fill MCE PROS. 1 0592-0047 CU501 DRA KAK HORIZONTAL: DRAVANG NUMBER WN DESIGNED KAK N/A - HECKD CLW VERTICAL E D5 C PROJ. MGR. BRL N/A . .. . .. .... .. OF DESIGN ON