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Home My WebLink About20160212 Ver 3_U5828_NC54_Bypass_PhaseII_Plans_201705020 0 0 N O � 0 � 0 � � Q � Y •� See Sheet � A For I ndex of Sheets See Sheet � B For Conventi ono/ Plon Sheet Symbo/ s MORRISV ILLE TR/BUTARY TO LAKE CRABTREE � , ,, ,,r=%/ , (' � NCDOT CONTACT: MIKE KNEIS ''�' ?' DIVISION 5, PROJECT MANAGER (919) 220-4600 ��"' �� °'' ��1��' �� J�� \�� AI�� W �l� � � .,; �� O 1�lTY U LOCATI011t: SR 3127 (MCCRIMM01� PARI�WAY) FROM SR 301� (AIRPORT B O ULE T�ARD) TO SR 1002 (A VIA TI01� PARKWA Y), SR 3084 (E VA1�S R 4AD) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D SIGI�ALS i END CON�TRUCTION SR-3015 �A/RPORT BLVD) -Y4- POT Sta. 27+50.00 BEG/N TIP PROJECT U-5828 BEG/N CONSTRUCTION SR-3127 (MCCRIMMON PKWY) -L- Sta. 53 + 66.58 EASTIWEST CONNE�TOR � -- - BEGIN CONSTRUCT/ON SOUTHPORT DR -Y7- Sta, 19 +45.00 -Yts- Sta. .�l+uu.uu BEGIN CONSTRUCT/ON SR-1002 (AV/AT/ON PKWY) -Y8- Sta. 16 + 00. 00 T� �qRY END TIP PROJECT U-5828 END CONSTRUCTION SR-3084 (EVANS RD) -L- Sta. 140 + 75. 00 DESIGI� DATA ■ HYDRAULICS E1�GI11tEER DIVISI0IV OF HIGHWAYS GRAPHIC SCALES PR �JECT LEI�GTH PLAIVS PREPARED FOR Ki m I e>>> H o r n STATE OF 1VORTH CAROLIII�A ADT 2016 = 6,500 VPD , 1 40 20 0 4o so ADT 2040 = 10 800 VPD THE 1VCDOT BY. �C � 20�6 Post Office Box 33068 � � Raleigh, Nor}h Carolina 27636 DHV = 55% LENGTH ROADWAY TIP PROJECT U-5828 = 1.649 MILES N� License #F_o,o2 �� o� "°� �� PLANS p = 8% 2012 STANDARD SPECIFICATIONS � �� 40 20 0 4o so T= 3% * TOTAL LENGTH TIP PROJECT U-5828 = 1.649 MILES SIGNATURE: P.E. � � V- 50 mph RIGHT OF WAY DATE: MATTHEW WEST, PE � � ��n i i iiiii�,, � h PROFILE (HORIZONTAL) *��ST �% + DUAL 2%� PROJECT ENGINEER R O A D W A Y D E S I G N �� C Q I� � ' �► �� 12-16-2016 � Ess/ �� ' � � �0 5 0 �0 2o E11tGI11lEER ,��Q�oF 0�%��oq`=; �� .��Q� FUNCTIONAL CLASSIFICATION: = � SEAL = LETTI11tG DATE: ERI11t THOMPSOIV P E. -� 029876 �- PROFILE (VERTICAL) URBAN ARTERIAL � � " F � ,� � PROJECT DESIGN E11tGINEER � � �� , �� S U B R E G I O N A L T I E R 1 0— 1 7— 2 0 1 7 /�� E I��S.�� \ P.E. ��iiiiiii�ii�� P.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER � z 0 � > W � INDEX OF SHEETS SHEET NUtiIBER / /A /B /C /D 2A-1 THRU 2A-6 2B-1 THRU 2B-3 2C-1 THRU 2C-2 20 -/ 3B -1 T HRU 3B -2 3D-I THRU 3D-6 3P -1 4-/6 /7-22 TtiIP-ITHRU TMP-l7 PtiIP -1 T HRU PtiIP -l4 EC -1 T HRU EC -4/ LO T HRU Ll2 SIGN -1 T HRU 5/GN -l4 SlG-1 THRU SlG-l7 SCP -1 T HRU SCP -7 SIG. P-1 T HRU SIG. P-3 s�c. M-1 T HRU SIG. M-8 RW til-1 T HRU RW ti1-10 y�ltil-1 T HRU W M-ll �lD-1 THRU WD-4 UO -1 T HRU UO -7 X -0 X -lA T HRU X -lB X -2 T HRU X -66 GEIyERAL NOTES: DESCRIPT lON T lT LE SHEET INDEX OF SHEETS, GENERAL NOTES, AND LIST OF ST,41�1DARDS CONV ENT IONAL SYti1BOLS SUR�EY CONT ROL SHEET CENT ERLINE COORDINAT E LIST TYPIC SECTIONS, PAVEMENT SCHEDULE, AI�1D �SCELL,4/yEOUS DETAILS INTERSECT/ON DETAILS CURB RAtiIP DET AILS DRAINAGE DETAILS SUMMARY SHEET S DRAINAGE SUMMARY SHEET S PARCELINDEX SHEET PLAN SHEET S PROFILE SHEET S TRAFFIC iI�1ANAGEiI�1ENT PLANS PAVEMENT a1ARKlNG PLANS EROSION CONTROL PLANS LANDSCAPE PLAI�S SIGNING PLANS s�cN,�s P�aNs CABLE ROUT lNG PLAI�IS PEDEST Rl,4l�l SIGNAL DET AILS MET AL POLE DET AILS REUSE �IATER tilAlN PLAN/PROFILE W AT ER �AIN PLAI�I/PROFILE WATER ,41�1D REUSE GENERAL NOTES AND DETAILS UT lLIT lES BY OT HERS PLANS CROSS SECTION INDEX CROSS SECT lON SU�i�1ARY SHEET CROSS SECTIONS GENERAL NOTES 2012 SPECIFICAT IONS EFFECT l►/E: 0/ -17-2012 REV ISED: l0 -3/ -20/4 GRADING AI�D SURFACING OR RESURFACING AI�D y�IDENING: CLEARING: THE GRADE LINES SHOy�/y DENOTE THE FINISHED ELEVATlO/y OF T HE PROPOSED SURFACl/yG AT GRADE POINT S SHO�N ON THE TYP/CAL SECTIONS. y�HERE NO GRADE LI/yE5 ARE SHOy�N. THE PROFILES SHOy�N DENOTE THE TOP ELEVATION OF THE EXISTIIyG PA�EMENT ALO/yG THE CENTER LllyE OF SURVEY ON y�HICH THE PROPOSED RESURFACING y�ILL BE PLACED. GRADE LINES �1AY BE ADJUSTED BY THE ENGINEER lly ORDER TO SECURE A PROPER rlE -lN. CLEARING ON T HlS PROJECT SHALL BE PERFOR�IED T 0 T HE Ll�llT S ESTABL/SHED BY �lETH00 lll. SUPERELEV AT lON -L -: ALL CURVES ON TH/S PROJECT SHALL BE SUPERELEVATED lN ACCORD�41�CE y�ITH STD. N0. 225.05 USING THE RATE OF SUPERELEV AT lON AI�D RUlyOFF SHOy�N ON T HE PLAI yS. SUPERELEVATION /S TO BE REVOLVED ABOUT THE GRADE Po�Nrs sHo�N oN rHE rrP�c,ac sEcr�oNs. SUPERELEVATlO/y -Y7- A1�1D -YB-: ALL CURVES ON T HlS PROJECT SHALL BE SUPERELEV AT ED lly ACCORDAIyCE y�ITH STD. N0. 225.04 USING THE RATE OF SUPERELEV AT lON Al yD RUNOFF SHOy�N ON T HE PLAI�15. SUPERELEV AT !ON l5 T 0 BE REV OLV ED ABOUT T HE GRADE POINTS SHOy�N ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: ASPHALT, EARTH, ,41jID CONCRETE SHOULDER CO/ySTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE l/y ACCORDAI�ICE y�IT H ST D. N0. 560.0/ GENERAL NOTES S/DE ROADS: THE CONTRACTOR y�ILL BE REC?UIRED TO DO ALL NECESSARY y�ORK T 0 PRO�IDE SU/T ABLE C0l yNECT IONS y�lT H ALL ROADS. STREETS. �41�1D DRNES E/yrERING TH/S PROJECT. TH/S y�ORK y�ILL BE PAID FOR AT THE CONTRACT UlylT PRICE FOR T HE PART ICULAR lT E�IS lll �►/OLV ED. BER�I DITCHESr BER�1 DITCHES SHALL BE CONSTRUCTED Ily ACCORDANCE y�ITH STD. N0. 240.0/ AT LOCATIONS SHOy�N ON THE PLAII/S OR AS D/RECTED BY THE ENGI/yEER. UNDERDRAINS: DRI►/Ey�AYS: UIyDERDRAI/y5 SHALL BE CONSTRUCTED l/y ACCORDAI�CE y�ITH STD. N0. 8/5.03 AT LOCATIONS DIRECTED BY THE ENGI/yEER. DRI►/Ey�AYS SHALL BE CONSTRUCTED lly ACCORDA1�10E y�ITH STD. 848.02 USING 900 �1� RADI/ OR RADII AS SHOy�N ON THE PLAI�IS. LOCATIONS OF �Rl�/ES y�ILL BE AS SHO�N ON THE PLAIyS OR AS D/RECTED BY THE E/yGINEER. STREET TUR/yOUT: GUAR�RAIL: STREET RETURIyS SHALL BE CONSTRUCTED lN ACCORD�41�10E y�ITH STD. 1y0. 848.04 USl/yG THE RADII NOTED ON PLAI�S. THE �UARDRAIL LOCATIONS SHOy�N 0/y THE PLAII/S �1AY BE ADJUSTED DURING CONSTRUCTIO/y AS DIRECTED BY THE E/yGINEER. THE CO/yTRACTOR SHOULD CONSULT �ITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. TEMPORARY SHORIIyG: SHORING REQUIRED FOR T HE �AINT ENAI�ICE OF T RAFFIC y�ILL BE PAID FOR AS 'EXTRA y�ORK" 1/y ACCORDA�/CE y�ITH SECTION /04-7. SUBSURFACE PL/WSr UTILIT/E5: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CO%ITRACTOR SHOULD �iAKE H�s o�N iNvEsri�ArioN AS T 0 T HE SUBSURFACE COND/T IONS. UT lLITY 0{�IyERS ON T Hl5 PROJECT ARE fAl POy�ER: DUKE ENERGY: JB JO/yES 9/9-48/-6/53 lBJ T ELEPHO/yE: AT &T: BILLY GRINER 9/0 -788 -2752 fCJ y�ATER/SEy�ER: TOy�N OF CARY: JA�IIE BISSONNETTE 9/9-380-2760 fDl GAS: PSNC: NAKI�IA BOG�4l�l 9/9-367-2720 lEJ CABLE: T y�C: T0�1ti1Y ROBERTS 9/9-920-7409 lFJ IyET�IORK SERV/CES: LEVEL 3 C0�l�Ul�lICATIO1�1Sr ALLEN HAIGH 336 -209 -6793 Al�' RELOCATION OF EX/STlIyG UTILITIES y�ILL BE ACCOti1PLlSHED BY OTHERS, EXCEPT AS SHOy�N ON THE PLAI�IS. RIGHT -OF -y�/AY �IARKERS: ALL R/GHT -OF -�AY �IARKERS ON T Hl5 PROJECT SHALL BE PLACED BY CONT RACT. CURB RA�PS CURB RA�IPS ARE SHOy�N O/y THE PLAI�S AT APPROXI�IATE LOCAT IONS. CONST RUCT ALL CURB RAMPS ACCORDAI�CE y�ITH STD 848.05 AI�D/OR 848.06. LIST OF 2012 ROADWAY STANDARD DRAWINGS EFF.OI -17-20/2 REV.10-30-20/2 20/2 ROADy�AY EIyGL/SH ST,41�1DAR0 DRAy�INGS Th�e fol%Wing Roodwoy Stondords os oppeor M'Roodwoy Stondo�d Droyyings'Hlghypoy Deslgn Bronch - N.C.Depvrtment of Tro�sportotion - Ro%igl�ly.C..Doted Jonuory.20/2 ore appllcoble io tl�s proJect ond by reference hereby ore considered o port of these p/ons: STD 0. TITLE DN/S/ON 2 - EARTHy�ORK 200A3 �lethod of C�eoring - �lethpd /ll 225A2 GuJde for Groding Subgrode - Secondory o� Locol 225.04 Method of ObtoinJng Supe�e%Votlon - TWo Lone Payemenf 225A5 �leth�od of Obtoining Supere/eyotion - Diyided Highyyoys 225A6 �lethad of Groding Sigl� �istonce ot /nte�sectlons 240A/ Guide for Berm Dl�ch Constructlon DN�SION 3 - PIPE CULVERTS 300A1 �lethod of Pfpe lnstollotlon 3/0✓0 OrlyeWoy Plpe Constructlon ON/5/ON 5- SUBGRADE.BASES AI�D SHOULDERS 560A1 �lethod of Shaulde� Construction - Hlgh Side of Supere%yoted Curye - Met�aod l DN�SION 6- ASPHALT BASES AND PAyE�IE/yT5 654A1 Poyement Repolrs DN/S/ON 8 - IIyCIDENTALS 806A�Con��ete Rtql� -of - y�ay Morker 838A1 Concrete EndWoll for SIRg/e ond Double Plpe Cu/verts - l5' tl�u 48' Plpe 90 SkeW 838.1I Brick EndWoll for Slnq/e ond Doub/e PJpe Cu/ye�1s - l5' tl�u 48' Pipe 90 Skery a38.ao P��osr E�wo��s - �z rr�� 72' Plpe � Skeyy &40A0 Concrete Bose Pod for DroiRage Structures 840A1 Brlck Cotch Bosin - l2' thru 5� Plpe 840A2 Conc�ete Cotch Bosin - �2� t�u 5� Pipe 8�4OA3 Frome.Grotes ond Hood - for Use on Stondord Cotch Bosin 840J4 Concrete D�op ln/et - l2' th�u 30' Pipe 840J5 Brick Drop lnlet - l2' tl�u 30' Plpe 840J6 Drop /nlet Frome ond Grotes - for use with Std.Dryg 840J4 ond 840.15 840J8 Con�crete Groted Drop ln/et Type 'B' - l2' tl�u 36' Plpe 84024 Fromes ond I yor�oW S/ot Sog Grotes 84025 Ancla�roge for Fromes - Brlck or Conc�ete or Precost 84027 Brick Groted Drop ln/et Type 'B' - l2' tl�u 36' Plpe 84029 Fromes ond No�rory S/ot Flot G�otes 8403/ Conc�ete JuRction Box - l2' thru 66' P1pe &40.32 Brick Junction Box - l2' thru 66' Pipe 840.45 Precost Droinoge St�ucture 840.46 Trofflc Beoring Precost Orol�ge Structure 840.54 �lonho/e Frome ond Cover 840.66 DroTnoge Structure Steps 840.72 Pipe Collo� 846A1 Concrete Cu�b. Gutte� ond Curb & Gutter 848A/ Concrete Sidewo/k 848A2 Orlyeryay Turnout - Rodlus Type 848.04 St�e�t Turnout 848A5 Curb Romp - Propased Curb & Gutter 850A� Concrete Poyed Dftches 850J0 Gulde for Berm Oroinoge Outlet - l5' ond l8' Plpe 852A� Concrete �s�onds 852A4 �lethod fo� P/ocement of D�op /n/ets In Gross�d �ledion - Using l'-6' Curb ond Gutter 852A5 ,�%dian Curb for Cotch Bosln - fo� Use WJth I'-6' Cu�b ond Gutter 852A6 �lethod for Plocement of Drop lNets In Concrete ls/onds 852J0 �edion Construction - Wlth Curb ond Gutter 862A1 Guordrol/ P/ocement 862A2 Guordroll lnstol%tlon 876A/ Rlp Rop in Chnnne/s 876A2 Guide for Rip Rop o� Pipe Out/ets 8T6.04 Drolnoge Dltches wlth C/oss 'B' Rtp Rop PROJECT REFERENCE NO U -5828 SHEET NO. /�Q ROADWAY DESIGN ENGINEER ��i��iiii��; CAR , �� ; �Q��SSIpN�!jiq = ; = �� SEAL � _ = � 029876 -� = � � F��ioN��-`��,`'~ \ �'y£� S.� .,. ��,�iiiii��`�� N Z 0 N i W � � 0 N � � BOU11lDARIES AND PROPERTY.• State Line ------ County Line ---- Township Line --- City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X O EIP � a EC�I 123 x x— Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary Known Soil Contamination: Area or Site ;�;��,� Potential Soil Contamination: Area or Site �;� fi BUILDINGS AND OTHER CULTURE: �LB EAB EPB HPB .• '� Gas Pump Vent or U/G Tank Cap O Sign � We I I �, Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �------� �----� JS — BZ 1 BZ 2 c�-��_�� '�� `J� -'� �� ``��`�'�-�� 1��,1�� `� �� -��' l�-�� _��'�� Note: Not to Scale RAILROADS: Standard Gauge RR Signal Milepost $WitCh RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TR,4A/SPORTAT/ON 0 M/LEPOST 35 � swircr, �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail - Proposed Guardrail = Existing Cable Guiderail - Proposed Cable Guiderail - Equality Symbol Pavement Removal T�EGETATIDN.• Single Tree Single Shrub 0 W . W i� � � W �^� � '`_'' �J � � /C♦ �A, E E TDE PDE DUE PUE TUE AUE 0 C F CR ti :��: �: � Hedge Woods Li ne � � � � � � � � � *S. U.E. = Subsurface Utility Engineering Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E,*) TELEPHONE: � � � � yineyard coNc , �oN� r�Vv ( CoNC H �--------� � CB • • O // n � P �� Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*j - - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T Fo- - - . PROJECT REFERENCE NO U —5828 WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line - Designated U/G Water Line (S.U.E.* - Above Ground Water Line SHEET NO. /B � � .:. •o -�---- A/G y�ater TV: TV Satellite Dish C� TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable Ty FO Designated U/G Fiber Optic Cable (S.U.E.*� ----Ty FO- -- GAS : Gas Va lve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information --�-- A/G Gas A/G Sanitary SeWer FSS - - - -F55- - - - • a O a - 3UTL - 0 UST 0 � � AATU R E.O.I. �ICINITY MAP NOT TO SCA�E NC GRID NAD 83 NA 2011 NO TES: � � �� G ; f BL -2 �`,� '. N: 761723.3900 E: 2046760.1900 ♦ BL-I N•761284.1600 E: 2046165.5900 �• INDICATES CONTROL MONUMENTS USED OR SET FOR VERTICAL PROJECT CONTROL BY MCKIM AND CREED. PROJECT CONTROL ESTABLISHED USING GLOBAL POSI UR T�E� 1�TR L HEET 1V U'1 'L': 111�A W11V (T N U 1' 1'U �'L'AL.L' BL-12 757412.8900 2056052.1100 � VICINITY MAP NOT TO SCALE pATUM pESCRI�TION THE LOCALIZEO COORpINATE SYSTEM DEVELOPED FOR THIS PRO,IECT IS BASEU ON THE STATE PLANE COORDINATES ESTABLISHEq BY NGS FOR MONUMENT "8-189" WITH NAp 83/NA 2011 STATE PLANE GRID COORpINATES OF NORTHING: 759477.87cftl EASTING: 2050349.09cftl ELEVATION: 340.65cft) THE AVERAGE COt�INED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRlpl IS: 0.99991442T THE N.C. LAMBERT GRIp BEARING AND LOCALIZED HORIZONTAL GROUNp QISTANCE FR01� "8-189" TO -L- STATIQN IS ALL LINEAR DIMENSIONS ARE LQCALIZED HORIZONTAL pISTANCES VERTICAL DATUM USED IS NAVD 88 NOTES: �• INDICATES CONTROL MONUMENTS USED OR SET FOR HORIZONTAL AND VERTICAL PROJECT CONTROL BY MCKIM AND CREED. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. S UR VEY C�1�lTROL SHEET BL POINT 1 2 3 4 5 6 7 8 9 45 44 43 42 41 4 f� 39 38 37 36 35 34 33 32 31 1� 11 12 13 DESCa RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC BY2 POINT DESCo ------------ ----------- 14 16 A5 17 i8 19 BY3 POINT DESCo ------------ ------------- 20 A7 21 22 �:� POINT 23 A9 24 BY8 POINT 25 26 27 AIPJ 28 29 30J RC RC RC RC RC RC NORTH 761284,16�� 761723,39�� 762158,840m 762484 D 59�f� 762862, 970f� 7640�1,m9�P 764052,190PJ 763967 D 49�f� 763977, O�Of� 763965,37�P 763887,242m 76382� e 078f� 763734, 114f� 7635�3.599P 763191,654m 762891 0 697f� 762542, 442f� 762190.456P 761451,6�9PJ 761 �38 0 818f� 76(�214, 820f� 759617,�83P 758843o154PJ 758387o468PJ 7582� 1 , 980f� 757714,93�PJ 7574120890JPJ 756721o88�PJ NORTH 764679e240PJ 763636.32�� 762862097�� 762309,98�� 761652e410PJ 761133.82�� NORTH -- ---------------- RC 764417,370PJ RC 764f�52, 19PJd RC 763725, 94f�m RC 763438,70JPD DESCo RC RC RC OESC, RC RC RC RC RC RC RC NOTE: DRAWING NOT TO SCALE NORTH 764396,29BP 763977, mPJDPJ 763256o84mD NORTH 7598720260� 759524,940PJ 758774,47P� 7582�1,988� 757435,458� 756836,1PJmPJ 756345,56m� EAST 2m46165,59mm 204676m,19mm 2047381o77m0 2047858,93m0 2048517,46m0 2m49630.69mm 2050237o67m0 205�689,56m0 2051411,84m0 2m51790.44m� 20520J39o4890 2052283,4650 2052658,89m0 2m53�13.�790 205322500450 20533f�7, 4450 2053336,1610 2053454.3990 205357902660 2053657,8520 205387f�, 6500 2054P77,6640 2�543PJ7, �126� 2m54691,115m 2055�76,99�0 2055679,91m0 2�56PJ52 0 1 1 PJ� 2m566d4 a 26PJm EAST 2�47359,34m� 2�48�m8,69m� 2l�48517 0 46m0 2�4888�o33B� 2�4928f�, 85m� 2�49588,24m� EAST ---------------- -- 2�5PJ311,f�7�� 2�J5PJ237.67m� 2�5f� 131 . 75P� 2�5PDP6,9mOJ� EAST 2�51423,37�0 2m51411 .84(dm 2m51263.m5�m EAST 2m55738 0 76�f� 2f�55697 0 994f� 2PJ55345, 91�D 2D55�76,99mD 2m54457,28�� 2D54PJ21,19�D 2PJ53644, 260JPJ ELEVATION 354,23 368,96 3580�4 361,46 372,90 368.�8 358065 35f�, 86 346,42 334.4� 3480�1 339016 334,96 338.93 34f�o 34 324,15 341,75 342.47 346026 339,70 321�, 61 32P,52 3PJ6, 78 314,29 299,64 284,72 288,59 284,38 ELEVATION 381,PJ1 363,59 37209� 375044 361,35 354,48 ELEVATION 366a95 358a65 35f�a 48 347a15 ELEVATION 348026 346,42 337026 ELEVATION 326055 325,10 31f�o85 299,64 29�e84 288,79 29Be26 BL STATION S�D�,�m 12�39,24 19�98017 25t75,92 33�35e42 49•27.46 55•36058 59t96,34 67�18<69 7B*97.46 73•58048 76t11,53 79�96<67 84•19.27 87•96042 91t�J7,48 94�57<92 98•29.23 105•78056 1f�9t98, 76 118�49a79 124�82,36 132•89,56 138t85,53 143•13a67 15PJ•88a 74 155•68,PJ7 164t52,59 BY2 STATION S�Bea�B 17�28,55 26�54e25 33-15,67 4��85a61 46�88,46 BY3 STATION S��PJ, fd� 8�72048 12�15o5fd 15�28.7PJ BY4 STATION 5•�Oo00 9•19,45 16�54082 BY8 STATION 5•f�0, �PJ 8�49,7PJ 16�78,66 23�11,16 32•96e87 40J�38,OJ8 46�56,71 OFFSET �,mm PJ , m m PJ , m B �aB� �,mm PJ , m m OFFSET �o�� fd , � PJ fd, �� B4OJ� C a b Q � I O O � O N O I N a� � � � � � � a� -�' � c 0 � � c 0 � � � � � �. 0 � � � 0 � c 0 E � .i C� � O O � O � N O � O 3 � O 0 � i J Q � Y C a b Q � I O O � O N O I N a� � � � � � � a� -�' � c 0 � � c 0 � � � � � �. 0 � � � 0 � c 0 E � .i C� � O O � O � N O � O 3 � O 0 � i J Q � Y i� 3;� EXISTING GROUND .� 3•. 3'1 1� _ 10.5' 4� 2, Q W Z J _ � � EXISTIN GROU1� O � 0 N � � � 0.02 � � 0.5' �-��,� INSET 3A -L- Sta. 139 + 61.20 TO 140+75.00 (LT) EXISTING GROUND EXISTING GROUND 4:� 2' VAR 0'-12' a w Z J _ � � R2 ) (C2 0.5' E TO THIS UNE 3•1 � m w Z _ � � 12' °J E1 - GRADE TO THIS LINE � SR-3084 (E EXIST 60' I:� I VAR 2 7. 5' - 5 7. 0' _ i 12' VAR 0'-12' VAR 0'-8' � VAR VAR 12' EXIST 12' EXIST , 0'-4' 4'-12' m I ON Z � MED � U � SAWCUT 1' • W SAWCUT 1' S' � I ILLIN � v D TAIL C2 � C2 R3 Q 4 MATCH C1 , � O Cl /v1ATCH , EXIST I EXIST, - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - �. - - - - - - - - - - - - - - - - - - J �, ------ ; --------- - � '� i� :' Dl � Dl , \ �� U E1 E1 U V GRADE TO THIS LINE GRADE TO THIS LINE OO TYPICAL SECTION NO. 3 -L- Sta. 130 +45.96 TO 140 + 75.00 SR-3084 VANS RD) VAR 0'-12' VAR ' VAR SAWCUT 1' 6'-14' i 2'-6' Z I = I � R1 � O R1 � C1 M,qTCH C2 ,EXIST , 0.02 � 0.02 , --------�,= � I 5 i: ��` ��Dl � E1 � E1 T I T GRADE TO THIS LINE I • � GRADE TO THIS LINE 0.5� I 0.5� GRADE TO THIS LINE � INSET 3B OO -L- Sta. 134 + 68.50 TO 137+44.84 3'1 12' EXIST _ I_ 12' EXIST U w Z J _ � �5' SAWCUT 1' ILLIN SEE O DET4 IL C2 C1 VAR , , _r------ % _ _ J . �' - - - - - - - - - - - - - - - - - - - - � �/ D1 � � E1 w u � INSET 3C -L- Sta. 136+00.00 TO 140 + 75. 00 (RT) -Y7- SOUTHPORT DR G 11 5' 3' 2' 16' 16' 2' 3' 5' I1 I SAWCUT 1' ' SAWCUT 1' � GRADE POINT I R2 C2 C� � Cl C2 R2 0.02 , 0.02 0.02 , , 0.02 � �------ ------T------ -----�-;! �~ � S \'\ i3' O � O ��''D1 T S T �� ; W • W � E1 I E1 I �F GRADE TO THIS LINE I 0.5� TYPICAL SECTION NO. 4 0.5� -Y7- Sta. 19 + 45, 00 TO 19 + 81.30 3 :1 3•� 3:� EXISTING GROUND .� 3•. EXISTING GROUND EXISTING GROUND 4:� 3•1 Oi.5' 10' s 0.02 T ■ im e >>> orn PROJECT REFERENCE NO. SHEET NO. U-5828 2A-3 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ��iii��ii�i � ,�;�� CARp''�; P.O. BOX 33068 � 0� �,�° °°�°_� l/��% RALEIGH, N.C. 27636-3068 ; �QQp��S$/Q�,��'� '; = � SEAL = ; � 029876 ,.:;` \ TYPICAL SECT/ON NOTES: =-�� FNC � ty�� ,`-� \ 1. SEE PLAN SHEETS FOR SPECIFIC �� ,�yE�� S.� �� MEDIAN ISLAND LOCATIONS AND TYPES ��'�'''"""� �� 2. SEE PARTIAL SECT/ONS FOR EXCEPTIONS TO STATION L/MITS DOCUMENT NOT CONSIDERED FINAL .3. USE WEDGING AS NECESSARY. UNLESS ALL SIGNATURES COMPLETED SEE DETAIL 1, SHEET 2A-5 4. SEE PLAN SHEETS FOR LANE TAPER LOCATIONS 5. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED 6. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DI TCH GRADES 7. SEE CROSS SECTIONS FOR CROSS SLOPE CONNECT EXS/T1NG CENTERL/NE TO EXIST/NG CURB 8. SIDEWALK LOCATIONS, WIDTH, AND OFFSETS FROM BACK OF CURB WILL VARY, SEE PLANS FOR SPECIFIC LOCATIONS AND DIMENS/ONS. 9. SEE DETAIL 9, SHEET 2A-6 FOR SAWCUT DETAIL. 5' 2' w Z J _ � � R2 GRADE TO THIS LINE� O.�i � /NSET 3D -L- Sta. 135+50.00 TO 138+35.00 (LT) E1 C� C2 C3 �� D2 E/ E2 E3 J/ �2 P R/ R2 R3 S T U V Yr PA VEMENT SCHED ULE PROP. APPROXo l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5C, AT AN AV ERAGE RAT E OF l68 LBSo PER SQo YDo PROP. APPROX> 3" ASPHALT CONCRET E SURFACE COURSE, T YPE S9.5C, AT AN AVERAGE RATE OF /68 LBS. PER SQ. YD. lN EACH OF TWO LAYERS. PROP. VARo DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5C, AT AN AVERAGE RAT E OF ll2 LBS. PER SQ. YDo PER l" DEPT H T 0 BE PLACED lN LAYERS NOT TO EXCEED 2" IN DEPTH OR LESS T HAN l.5" lN DEPT H. PROPo APPROX. 4" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE ll9.009 AT AN AVERAGE RATE OF 456 LBSe PER SQe YDo PROP. V AR. DEPT H ASPHALT CONCRET E lNT ERMEDIAT E COURSE9 T YPE ll9.00, AT AN AVERAGE RATE OF ll4 LBS. PER SQo YDa PER l" DEPTH TO BE PLACED /N LAYERS NOT TO EXCEED 4" lN DEPTH OR LESS T HAN 2e5" lN DEPT He PROPe APPROX, 6" ASPHALT CONCRET E BASE COURSE, T YPE 825.00, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. lN EACH OF TWO LAYER� PROP. APPROXe 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 399 LBS, PER SQe YD. lN EACH OF TWO LAYERS. PROPe VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.009 AT AN AV ERAGE RAT E OF ll4 LBS. PER SQe YDe PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 5.5" lN DEPTH OR LESS T HAN 3" lN DEPT H. PROP. 6" AGGREGAT E BASE COURSEe PROPa l0" AGGREGAT E BASE COURSE. PRIME COAT (0.35 GAL/SY) l' -6" CONCRET E CURB AND GUT T ERe 2' -6" CONCRET E CURB AND GUT T ER. 5" MONOLITH/C CONCRETE /SLAND (KEYED /N) PROPOSED 4" CONCRETE S/DEWALK EART H MAT ERIALa EX/STING PAVEMENTo MILLIN� ASHPALT PAVEMENT l.5" DEPTH V ARIABLE DEPT H ASPHALT PAV EMENT (SEE ST ANDARD W EDG/NG DET A/L l, SHEET 2A-5) EXISTING GROUND EXISTING GROUND � 0 N � � � � �•� EXISTI NG GROUND 4;� EXISTING GROUND li 5' 3•1 0.02 , 4:1 0.5' 3•1 � u 11 5' I 3' I 2' � � �0.02 , CZ -Y7- SOUTHPORT DR , GRADE POINT C2 , 0.02 , n ' I 3' i 5' I1 R2 � ,. �� -, T D1 � D1 � P J1 � J1 P I GRADE TO THIS LINE � � TYP/CAL SECT/ON NO. 5 � � -Y7- Sta. 19 + 81.30 TO 24 +44.30 , 0.02 0 T S 3'I 4 :1 Y8- SR-10 02 (A VIA TION PKV I/Y) u � /AR 24' - 33' _ � ��' VAR VAR � EXIST 11' 11'-12' 0'-12' -7 I Q • 5' I Z ILLIN � = D TAI L C1 R3 � 4 MATCH � MATCH � Cl , EXIST ' EXIST . � _f---�=___� ------------------ -------- -�_J �- --------------- I ,\ . � I u � � � GRADE TO THIS LINE I OO TYPICAL SECTION NO. 6 -YB- Sta. 16+00.00 TO 25+30.55 -Y8- SR-1002 (A V/A TION PKWY) � / L A/ _ _ ' _ � � VAR VAR 11' VAR �'�' CONC MED 11' 0'-11' 0'-9' .2, 0'-14' 5' � ILLIN � SEE • D ETAI L � R3 4 MATCH Cl � � MATCH ,EXIST � EXIST, — — — — — — — — — — Z — — — — I— — — L — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' I Cl � -� V U � U I GRADE TO THIS LINE — OO TYPICAL SECTION NO. 7 -Y8- Sta. 25+30.55 TO 32+00.00 4 FD 4' � VAR 3 �� 3•� EXISTI NG GROUND EXISTING GROUND 11' a w Z J V � �, � MATCH EXIST l�4` 4' PS � 4' , VAR ■ im e >>> orn PROJECT REFERENCE NO. SHEET NO. U-5828 2A-4 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ��iii��ii�i � ,�;�� CARp''�; P.O. BOX 33068 � 0� �,�° °°�°_� l/��% RALEIGH, N.C. 27636-3068 ; �QQp��S$/Q�,��'� '; = � SEAL = ; � 029876 ,.:;` \ TYPICAL SECT/ON NOTES: =-�� FNC � ty�� ,`—� \ 1. SEE PLAN SHEETS FOR SPECIFIC �� ,�yE�� S.� �� MEDIAN ISLAND LOCATIONS AND TYPES ��'�'''"""� �� 2. SEE PARTIAL SECT/ONS FOR EXCEPTIONS TO STATION L/MITS DOCUMENT NOT CONSIDERED FINAL 3. USE WEDGING AS NECESSARY. UNLESS ALL SIGNATURES COMPLETED SEE DETAIL 1, SHEET 2A-5 4. SEE PLAN SHEETS FOR LANE TAPER LOCATIONS 5. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED 6. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DI TCH GRADES 7. SEE CROSS SECTIONS FOR CROSS SLOPE CONNECT EXS/T1NG CENTERL/NE TO EXIST/NG CURB 8. SIDEWALK LOCATIONS, WIDTH, AND OFFSETS FROM BACK OF CURB WILL VARY, SEE PLANS FOR SPECIFIC LOCATIONS AND DIMENS/ONS. 9. SEE DETAIL 9, SHEET 2A-6 FOR SAWCUT DETAIL. EXISTING VqR GROUND �'I GRADE TO THIS LINE � \ �.� / O INSET 6A -Y8- Sta. 18+75.00 TO 25+30.55 (RT) -Y8- SR-1002 (AVIATION PKWY) � EXISTING GROUND VAR , 4' , 4' PS � 11' I I CZ C� MATCH I VqR � �$ ,EXIST ' � .�_ _ _ _ _ _ ' _ _ _ _ EXISTING �� GROUND Jp,� ,� O T Dl � � �` � E2 � I 3.1 / GRADE TO THIS LINE � . I INSET 7A 0 -Y8- Sta. 30 + 00. 00 TO 32 + 00. 00 (L T) C� C2 C3 r�� D2 E/ E2 E3 J/ �2 P R/ R2 R3 S T U V Yr PA VEMENT SCHED ULE PROP. APPROXo l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5C, AT AN AV ERAGE RAT E OF l68 LBSo PER SQo YDo PROP. APPROX> 3" ASPHALT CONCRET E SURFACE COURSE, T YPE S9.5C, AT AN AVERAGE RATE OF /68 LBS. PER SQ. YD. lN EACH OF TWO LAYERS. PROP. VARo DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5C, AT AN AVERAGE RAT E OF ll2 LBS. PER SQ. YDo PER l" DEPT H T 0 BE PLACED lN LAYERS NOT TO EXCEED 2" IN DEPTH OR LESS T HAN l.5" lN DEPT H. PROPo APPROX. 4" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE ll9.009 AT AN AVERAGE RATE OF 456 LBSe PER SQe YDo PROP. V AR. DEPT H ASPHALT CONCRET E lNT ERMEDIAT E COURSE9 T YPE ll9.00, AT AN AVERAGE RATE OF ll4 LBS. PER SQo YDa PER l" DEPTH TO BE PLACED /N LAYERS NOT TO EXCEED 4" lN DEPTH OR LESS T HAN 2e5" lN DEPT He PROPe APPROX, 6" ASPHALT CONCRET E BASE COURSE, T YPE 825.00, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. lN EACH OF TWO LAYER� PROP. APPROXe 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 399 LBS, PER SQe YD. lN EACH OF TWO LAYERS. PROPe VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.009 AT AN AV ERAGE RAT E OF ll4 LBS. PER SQe YDe PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 5.5" lN DEPTH OR LESS T HAN 3" lN DEPT H. PROP. 6" AGGREGAT E BASE COURSEe PROPa l0" AGGREGAT E BASE COURSE. PRIME COAT (0.35 GAL/SY) l' —6" CONCRET E CURB AND GUT T ERe 2' —6" CONCRET E CURB AND GUT T ER. 5" MONOLITH/C CONCRETE /SLAND (KEYED /N) PROPOSED 4" CONCRETE S/DEWALK EART H MAT ERIALa EX/STING PAVEMENTo MILLIN� ASHPALT PAVEMENT l.5" DEPTH V ARIABLE DEPT H ASPHALT PAV EMENT (SEE ST ANDARD W EDG/NG DET A/L l, SHEET 2A-5) C a b Q � I O O � O N O I N a� � � � � � � a� -�' � c 0 � � c 0 � � � � � �. 0 � � � 0 � c 0 E � .i C� � O O � O � N O � O 3 � O 0 � i J Q � Y c a b Q � �' 0 0 � 0 N O I N a� � � � � � � a� -�' � c 0 � � c 0 � � � � � �. 0 � � � 0 � c 0 E � .i C� � I O O � O � N O � O 3 � O 0 � i J Q � Y 4' CONCRETE � MONOLITHIC ISLAND (KEYED-IN) 4' 12' PAVED SHOULDER CENTERLINE -L- PAVED SHOULDER TIE MONOLITHIC TO FACE OF CURB TIE MONOLITHIC TO FACE OF CURB TRANSITION CONCRETE MONOLITHIC ISLAND SEE PLAN SHEETS FOR BEGINNING AND ENDING STATIONS 10' 12.75' DETAI L 6- CONCRETE MONOLI THI C 1 SLAND TRANS/ TION 1' 6" C&G 1' 6" C&G MILL AND OVERLAY TIE NEW PAVEMEN TO EXISTING EXISTING PAVEMENT— SAWCUT EXI� PAVEMENT � MIN. MILLING LIMITS NOTE: WHERE REQUIRED TO SAWCUT EXISTING PAVEMENT TO INSTALL FULL DEPTH PAVEMENT, MILL 1' BEYOND SAWCUT LOCATION PRIOR TO SAWCUTTING EXISTING PAVEMENT AND INSTALLATION OF NEW PAVEMENT. i��r� 1/1YLIY\L1�11 - 1 v�� v�� (SEE CORRESPONDING TYPICAL SECTION FOR REQUIRED PAVEMENT STRUCTURE) DETAIL 9- MINIMUM WIDENING AND SAWCUT DIMENS/ONS NOT TO SCALE c o, � i m i O O � O O I N a� � � � -ti � � c 0 � � 0 � � a� � -� � � 0 � i � c � E U � O � O O � O O � I � � � PROJECT REFERENCE NO. SHEET NO. � � `�J \ I I � ' U -5828 2B -1 � ��--� Kimle >>> Horn R�W SHEET NO. � � ,__ v ROADWAY DESIGN � � - - - P.O. BOX 33068 ENGINEER • i RALEIGH, N.C. 27636-3068 i ��liiiliii�� RIGHT-OF-WAY REV. - �� - � o�� ,CQRp" �-. � CONST.REV. �;��o��ESSIQ ��,�J�% ' � _ e..Q SEAL � = , - a a = � - 029876 � _ _�� ; � =;qj� `�NC I 1�E�-�°�,`�, : ' i � li i--- --i i �yC S•� � i O ' � ' ' � , [� � � � ti _ N � � - - , J � � ''%�iiiiiii��'�� , I I � Q � I -L- StO. 53+36.54 = � Z - -� ; DOCUMENT NOT CONSIDERED FINAL ' �,��f �n � UNLESS ALL SIGNATURES COMPLETED -y , - Sto. 23+27.78 � c� 'l ' I i � ' ' ,J _ I � \ -' Q . �� I Q � �f�i Z . � � f28.73 _ ' i � � - - _ _ -- , �1J-�J`��1J-�J`��1�-}- �� 1'� �J �-�" 30.04' LT �, � f43.20 • • ,' 33.92' �CT � � � R=60' � +32.86 � . . � ; � "49.2��T 78.25' LT �� __ - � ,� , � , � - t47.64 / /�' f51.26 � �' 53.75' LT � �`� � +08.77 , � " � � � � �n ; � �62.57' LT +32.62 � � '7825 LT � _ L,. • � ° � +/6 76 64J9' LT \ v _ _, ✓ - � • �� " � � 4��R '58.66' LT , ' � � ° �; � / - - --- - - - � - - - -_ - _ � .� +5/.56 � -- �- �`� e , � `,� - - -- - - - � - 63.79' LT : � _,' - � , � _� � � ; �� - � +29.53 � +54.64 � �� CR � = o � '�� • � �� % ;' f26.58 � 57.50' LT� � ,' ' 57.50' LT ,' � � � � � � � i 57.50' LT �1-, � �, . � � G O r _ � � i � � � � � �, `'� � � � `�+�_ - � � G , � - o ° � � �� „ _ " �-�� . . � � � Q�p _� � o l, ° � _ _ °8'�SIDE►aAL� � �� _ � �r� � � �� C R � R � , � N n ,� '�' ,8�` �IDE►�ALI�o � � ,� �' � ° �� ' � �, � � . . o ��3� � ` v � � _ - - - � � � � � �� - ' � _ !� W O �� 'S%P � � � M�� R ti , � , 5, - -�i� � � H OO �n ` +07.63 �� +76.55 �� , +13.02 +26.58 /2' 39.50' LT \39.50' LT � O� 43.1/' LT 39.50' LT ' � ' � � � /2' � -L- R- 127 M R/M1V1 N PAR/M/A � +05.00 S 3 ( CC O 1� � S 85° 53' 00.9" E � �� ; , i �, � ,z- oi.5o� Rr � �,,� � ; � I � �'-6• c&G 9, � I +06.00 _ � i 6.00' RT r-6' C&G 4.5'R �� /2' �� +39.38 � i 39.50' RT l2' - - - -� � -------------------------------------------------------------------------------------- \ - 5 _\ . .- - - - - - - - � - - - - - - - - - -e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- - _ � � _ _ \ l..R� . ..r a. r v .. �� -c� -, -� �-tj c �( n J� � O� � ''c �`j - .� �'�.- C " , _ �- �. �� a �. a O °r� � - , � � � � ' - e � � . . � ° ° � o r'� °n � , � � � � � � � .,._ -- -c�� .. _ � � � � - �� - ° _ - - o ° � � � �„ ' U" ,� 8� � , ;_ ,. 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I � � � � I I I .� � I � I � • I I � � � � � i 25 . , � , � , . � L' � � � � � �.. �, , , � o �, � , � � ' � � � � '�, �� /NTERSECTI4N � I :� , , , . � �� '� DETAILS � I � , i � I� � � ` _�_/_Y4_ � � � ' , � ,� , ' � ' ,o 0 20 ISEE SHEET N0.4 FOR PLANJ , � � � ; �� '� I � , � � � � � c Q, � N � m N i O O � O N O I N a� � � � � � � a� -� � c 0 � � c 0 � � a� � -� � � 0 � � � 0 � c 0 � E .� v � 0 0 � 0 N O � O � � O 0 � i J Q � Y c a � � i m N i O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � 1110111 WALK SURFACE � � � � � � � � � � � � � � � � � � � � � � � � y � � � � �� y � � � � � � �� y � � � � � � � � � � � � �� o� o � 111011t WALK SURFACE � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 6" x 12" C011lCRETE CURB DETECTABLE WAR11tI11tG DETECTABLE WAR11tI11tG � oo� o0 0o O � ' � � � � �' � �' � � SURFACE SEE R.S.D.11t 848.05 SURFACE SEE R.S.D.11L 848.05 � o� o�� o � � �' �' �' � � �' �' / 0 � o� oo� o � � � � � � � � � 0 0� o � o oo� oo� � � J J � � � � � � � �I � y y � � � � y y y 0 � � � � � � � � � � � i LA111DI111G WIDTH I � � � �' � � � � �' �' S'MI11L � � � � � � � � � � � , / � � � � � � � � �\ � / � � � � � � � / � � � � � � � � 2'-6" C URB £� G UTTER I� �� ,�, � . , _ PAY LIMITS FOR 1 CURB RAMP 1 8.33% (12:1) MAX RAMP SLOPE 2 CROSS SLOPE: 2.00% 3 C URB RAMPS REQ UIRE A(4'-0 ") MI11lIM UM LA11 tDI11lG WITH A MAXIMUM CROSS SLOPE A111D L011tGITUDI11lAL SLOPE OF Z.00% WHERE PEDESTRIA11tS PERFORM TUR11tI111G MA11tEUVERS. SLOPE TO DRAI11t TO CURB. SIDEWALK S' MI111 SIDEWALK WIDTH S' MI111 \\ \� �� O �� ^ � � � � �� \\ � � � � � � � � �� O o �o � �� o� 0 3 \o � o 0 0 6" x 12" C011tCRETE CURB �� 0 o� o�� o � J J � J � � J J 0 0� o � o oo� oo� � � � � � � � � � � �� I � � � � � � � � � � � � � � � � � � � � � / LA111DI11tG WIDTH I '' �' �' '' �' '' � �' �' �' 5' MI11t / � � � � � � � � � � 6" x 12" C011lCRETE CURB O ' �� / 2 � � � � � � � � � � � � � � 2'-6" CURB £� GUTTER � � � � � TYPE 1 B � La�i 1�L�ua:L �. —v BREAK T V CURB � GUTTER MI1V 8.33% (12:1) MAX SLOPE � REFER TO ROAD WA Y STA11 tDARD DRA WI11 tG 11 t UMBER 848.OS SHEET 3 OF 3 FOR ALL RAMP 11lOTES SIDEWALK WIDTH S' MIN. ,,,��o�� CA R p��.�i : �. �FFSS /�• ;l'9�'�� • : = '.�� SEAL 9�.� ' � 022966 = . : : , : : : � . ��. o ��''•: �;� I NE`��' �`�•`� � ,,,, ��5�� i i� �e�o� DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED DETECTAB�E V (SEE RDWYo MONOLITHIC i TT.TTl1TA77T T. Tt7A77�TT�7l� �LITHIC CONCRETE ISLAND (SEE STANDARD 852o0U MEDIAI� ISLAI�D WITH CUT THRO UGH TRIAI�G ULAR ISLA11lD WITH CUT THRO UGH PAY LIMITS FOR 2 OR 3 CURB RAMPS (CALCULATE BASED ON NUMBER OF SETS OF TRUNCATED DOMES) DS MAY BE C011lSTRUCTED WITH 0111LY ' A111D EXIT AS SHO LV11t I111 THE �R AS DIRECTED BY THE E111G1111EER. MEDIAI� ISLAI�D CURB RAMPS ,,,��o�� C A R p� �,�� .` � � �F E S S �0,�; :y9,�'� : :•� . . � ; � 9� �; ? ' SEAL ' ' - � 022966 = . : : . _. :. : • � . . .,�� .Nc i NE�.��'o ��,•` . ,,,��S�u i i�► e, �� S lt DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED C a � a �� 0 � 0 N O I N N � L � i � N -� � c 0 � � c 0 � � � -C � O 3 � � � 0 � .i U � � O O � 0 N O i O � � O O � I J Q � � DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) � Fill o p Natural �� 0 3�� ,�,�et Slo e Grou nd /4'%`ter D �C�d' d Type of Liner= PSRM Min. D = 1.0 Ft. Max. d = 1.0 Ft. FROM STA. 107 + 50 TO STA. 108 + 00 -L- (LT) NATURAL GROUND DETAIL 6 TOE PROTECTION ( Not to Scale) � d = 1.0 Ft. b = 2.0 Ft. Type of Liner= PSRM 0 FILL SLOPE FROM STA. 64 + 50 TO STA. 66 + 75 -L- (LT) FROM STA. 105 + 30 TO STA. 106 + 50 -L- (LT) Pipe or Ditch Outlet A � Square Prefoi Scour Hole (F (Rip Rap in basin not shown for clari INFLOW DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Slope ...,,,. .. — ,.., Ft. FROM STA. 56 + 00 TO STA. 56 + 50 -L- (RT) FROM STA. 56 + 50 TO STA. 59 + 00 -L- (RT) FROM STA. 62 + 50 TO STA. 65 + 85 -L- (RT) FROM STA. 65 + 85 TO STA. 67 + 00 -L- (RT) FROM STA. 77 + 50 TO STA. 78 + 70 -L- (RT) FROM STA. 78 + 70 TO STA. 81 + 00 -L- (RT) FROM STA. 101 + 00 TO STA. 105 + 00 -L- (RT) FROM STA. 101 + 85 TO STA. 102 +25 -L- (LT) FROM STA. 103 + 00 TO STA. 105 + 00 -L- (LT) FROM STA. 106 + 50 TO STA. 107 + 50 -L- (LT) FROM STA. 108 + 00 TO STA. 109 + 00 -L- (LT) FROM STA. 120 + 00 TO STA. 121 + 87 -L- (LT) FROM STA. 131 + 50 TO STA. 134 + 00 -L- (LT) FROM STA. 23 + 00 TO STA. 24 + 00 -Y7- (RTj FROM STA. 22 + 00 -Y7- (LT) TO STA. 116 + 00 -L- (LT) FROM STA. 19 + 00 -Y8- (RT) TO STA. 129 + 60 -L- (LT) DETAIL 8 PREFORMED SCOUR HOLE *NOT TO SCALE n� ♦►� �nr��i SECTION A-A PIPE (d = , 15" OR 18") LINER: CLASS B RIPRAP WITH GEOTEXTILE MIN. 1' TUCK STA. 70 + 00 -L- (LT) STA. 120 + 23 -L- (RT) INSTALL LEVEL AND FLUSH WITH NATURAL GROUND A �•� B = 4.0 ft D = 1.5 ft W = 4.0 ft � DETAIL 3 BERM 'V' DITCH ( Not to Scale) Natural � I I Ground �'• 1 � D 3 � o RDWY % j �X Min. D= 1.0 Ft. � b = 5.0 Ft. �' FROM STA. 59 + 00 TO STA. 60 + 00 -L- (RT) FROM STA. 70 + 50 TO STA. 74 + 50 -L- (RT) FROM STA. 89 + 50 TO STA. 90 + 50 -L- (LT) FROM STA. 90 + 50 TO STA. 95 + 00 -L- (LT) FROM STA. 109 + 00 TO STA. 111 + 00 -L- (LT) FROM STA. 111 + 00 TO STA. 112 + 12 -L- (LT) FROM STA. 112 + 12 TO STA. 112 + 50 -L- (LT) FROM STA. 118 + 00 TO STA. 120 + 00 -L- (LT) FROM STA. 125 + 00 TO STA. 129 + 00 -L- (LT) DETAIL 7 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?• j �,•.� Ground d � Geotextile � B Min. D= 2.0 Ft. *When B is < 6.0' Slope = 0.5% Type of Liner= Class I Ri Max. d = 1.0 Ft. B = 3.5 Ft. FROM STA. 105 + 35 TO STA. 105 + 42 -L- (RT) DETAIL 9 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• , Grade � 1.5' GEOTEXTI LE Type of Liner=Class I Rip-Rap STA. 105 + 00 -L- (RT) DETAIL 10 PIPE OUTLET CHANNEL ( Not to Scale) Proposed Pipe Natural Natural Ground ?• j �,•.� Ground _,� . Geotexti le Jurisdictional Install rip rap Stream to ordinary high water mark Type of Liner= Class I Rip-Ra STA. 69 + 30 -L- (LT) STA. 78 + 28 -L- (LT) STA. 115 + 14 -L- (RT) D ETAI L 11 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground ?• Type of Liner= PSRM .� �— Fill ��a�'ce� Slope Min. D = 2.0 Ft. Max. d = 1.5 Ft. B = 2.5 Ft. FROM STA. 26 + 50 TO STA. 29 + 00 -Y8- (RT) DETAIL 4 BERM 'V' DITCH ( Not to Scale) � � Natural Ground �? • j p `3'1 RDWY Geotextile a � Min. D = 1.0 Ft. b = 5.0 Ft. FROM STA. 129 + 00 TO STA. 129 + 50 -L- (LT) D ETAI L 12 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground �?.� p ��p��et Slope � Min. D= 1.0 Ft. B = 2.0 Ft. FROM STA. 136 + 50 TO STA. 138 + 07 -L- (LT) DETAIL 13 SPECIAL LATERAL 'V' DITCH ( Not to Scale) �� I� � Geotextile � Type of Liner= Class 'B' Rip-Rap Fill Slope Min. D = 2.0 Ft. Max. d = 1.5 Ft. FROM STA. 129 + 50 TO STA. 129 + 60 -L- (LT) D ETAI L 5 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _� NATU RAL GROUND \�% ,,.'� — — FROM STA. 87 + 95 TO STA. 90 + 50 -L- (RT) c a � � � N � � 0 0 � 0 N � 0 � N a� -c� � � � � a� � � c 0 � � c 0 � � a� 0 r � � 0 3 � � 0 � c 0 � E .� v � 0 0 � 0 N O � 0 3 � 0 0 � i � Q � Y � � � � � � � � � � � 1i J� � � � \l � � � \� �� 5 I1� C UBIC YARDS UNCLASSIFIED LOCATION EXCAVATION EMBT +% BORROW WASTE —L— STA 53+66.58 TO 80+00 26266 50990 24724 0 —L — ST A 80 +00 T 0 ST A l05 +00 /08724 2/64/ 0 87083 —L — STA l05 +00 TO STA /29+93.4/ 3/634 62747 3/ll3 p —L — ST A/30 +45.96 T 0 ST A/4/ +00 /490 48/ 0 /009 —Y7— STA 19+60 TO STA 24+44.30 /6/9 7538 59/9 p —Y8 — ST A/6 +00 T O ST A 32 +00 2202 /96 0 2006 SUB —TOT AL /7/935 /43593 6/756 90098 LOSS DUE TO CLEARING AND GRUBBING UNDERCUT FOR EMBANKMENT STAB/LITY 2300 2760 2760 2300 GRADE POINT UNDERCUT 1200 /440 /440 /200 UNDERCUT FOR SUBGRADE STABILITY 5670 6804 6804 5670 MEDIAN FILL MQrERIAL (U 0 574/ 574/ 0 EST/MATED SHOULDER MATER/AL �YB� 0 46 46 0 EARTH WASTE TO REPLACE BORROW 0 0 —78547 —78547 EST 5% FOR REPLACING TOPSOIL ON BORROW P/TS 0 TOT AL l7/935 0 2072/ SAY l7/940 0 c a � � � N I rl' O O � O N O I N a� � -� � � � � a� � � c 0 � � c 0 � � a� 0 r � � 0 3 � � 0 � c 0 � E .� v � 0 0 � 0 N O � 0 3 � 0 0 � i � Q � Y • � �� • '� � � � C � � � � � • • • 1 - • � , • � • • • 1 • • - � • � � , • • � � � • ' • . • • � � � • • � � ' ' • � � � ' • • ' • • . • � ' � � • . • • � � � , � � , � , � � � � ; ; , � � . . . p ' � � � � •' ' I ' • , •' ,' � � • .. .. , � . � .. . . � u � � � � . � - � - - ' � � � •' ' I • � � � � � � •� • � � � ' � � � �'�' � � � � � � � � � � � � . � �� • • � � , , u � u � � •• •' � � � � u • � � � � 1 1 � � • • • � • :• � � , � � � • • � • � . � � � � • „ .. .. � � � � � • . - : . � � � .. �� - • � . - - � mmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm � �- �� - - � - - : �� --� � . . . � � � • � � , � . � � •� •' � • • • � � • s � � � - •' � • � � � � • • � � � � �� _ .. „ � �� .� � • � �� - � � u u � � � , � � � � � � • � •• '• � � � � • C• � � , , .. .. . .. � � - � � � � • � � � � � . � � � •' � • • • • • � � � � � � � � � • � " • • � � � • � � u � � • • • • • • � . „ u � � � � � � � �� u u • • • � � .. , , � � � � � � �� . u u . � . � �� ,,' . 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I � __■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � � �� -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •� ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- �, � ' � �- • , �■■■■■■■■■■■■■■■■■■■■■■■■■ •� ■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- � �� ii �� ■ � � --■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■�■__- � � �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■�.■■■■■■■■■■■■■■■■■■■■■■■■__- - � � � � � � _ ' • � ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■■ I , ■■■■■■■■ ------ ■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- � �� .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■�■■�■■■■■■■■■■■■■■■■■■■■■■■■.__- - �� - � • �■■■■■■■■■■■■■■■■■■■■■■■ �' ■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- � �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- - �� - �� • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- � � �� .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � � � � � � • _�� ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■■�■■■■■■■■ ------ ■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- � �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- - � � � � � � � -�� ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■■�■■■■■■■■ ------ ■ ■■■ ■■.■■■■■■■■■■■■■■■■■■■■■■■■__- �� ■ � � --■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- - � � � � � � i _ � • � ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■ , / ■■■■■■■ ------ ■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- • • ■■mm■�■ ■■■■■ ■■m■■■■■ ■■ �' ■ i i � • ■■ ■ �, � i i ■■■■■■■ _ _ _ m • , � m �m� ■� ■■■■■■■■■�■■■�■■■■■■�■■�-__- • � � � � � • � � � � � � � �' � � � • • • � • • � , • � • • • � • • • � • • � , • • � • � • ' • . • • � � • • • � � ' ' • • � • ' • • ' • • . • � ' � • • . • • • � � I � � , � , � � � � ; : , � � . . • � � � � � � �� , �' ,' � � • .. � .. , � . . .. . . u � � � � •� , � . �' �' ' � � � � � • � � � � � � •� • � � � � � � � �'�• � � � � ' � • � � � � � . � � �'�• .. ' • � _ � � � � � u � �� '� � � •' � � � � u • e � � ' 1 1 � � • • • � � • C• � � � . � � � � � • • � � • � � � � � • - — • • „ .. .. � � � • � . . � � � .. u u • � - - � mmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm �� = �� - - � - - �� -� � � , � . , . . . � � � � � � � `• •' � � � . ` . � � � - • � _ � • • •' � • � � � � �� • • • � � � �� u u � � �' �'�' � � � � u u � � � ' � � � � � � � • � •• •• � � � � • C • � � ' , .. .. - .. � � - � � � � 1 � � � � � . � � � �' � • • • • • � � � � � � � � � • � " • • � � � • � � u � � • • • • • • � . „ u � � � � � � � �� u u • • • � � • � � , � � � � � �� . � u u . � � � � � ��i.�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--��■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � � � i � � � � -�� ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■�■■■■ ■■■■■■■■■■■ ------■ ■■■ ■■.■■■■■■■■■■■■■■■■■■■■■■■.__- i � � �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - �� - I ' �■■■■■■■■■■■■■■■■■■■■■■■■■■ I � ■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � �• � ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■�■■■■■■■■■■■■■■■■■■■■■■■■.__- - �• � ��• -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- • � �• ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �• �� -� • I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �� ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � � �• ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--��■■■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �• �� _��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- i � � �• .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■�■■■■■■■■■■■■■■■■■■■■■■■■.__- - �� -� 1 i ■■■■■■■■■■■■■■■■■■■■■■■■■■ ,, ■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � • � � � � -� , ' ■ ■■■■ , I ■■ ■��■� ■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■■ ------■ ■■■ ■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � '• ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �• �� _� , , ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- i� •� � 1 , .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � � � � -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- i� •� � ' , ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � � �� -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11 ■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- i � � � ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--��■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � � � � - , I �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- i� �� ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - , , �- • I �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ "■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- i� �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � �• � � _ • � �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �, ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- • I � ' , .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � � � � -� , • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ', ■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- i � � � �i ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--��■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � �i � � -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •' ■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- • , � , ', ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � �� i _��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- �� ■ i � --■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � � �i� - I� ��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I�■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- •' ' ��■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�.■■■■■■■■■■■■■■■■■■■■■■■.__- -�' , -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,� ■■■■■■■■-_----■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- �• ��■ ' • _-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�■■■■■■■■■■■■■■■■■■■■■■■■.__- - �� -�� ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■�■■■■■■■■■ - - - --- ■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- � • ��■ ' � --■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--■■■■■■.■■�■■■�■■■■■■■■■■■■■■■■.__- -� ' '• -��■■m■■■■■■��■�■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- •' , � 1 I.�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■.__- - ' I , ' _��■■■■■■■■■■■■■■ I � ■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■.__- i� �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- -� � � -� i � �� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I, ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- i• �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � • � �i -� � , ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ II ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � �� i� ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i� �i�i -�� , I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I• ■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � �� i� ■ • � _-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�■■■■■■■■■■■■■■■■■■■■■■■■.__- - �i� �i� - • i �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � � � �i� . •' __■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_--�--�■■�■�■■■■■■■■■■■■■■■■■■■■■■■■.__- • • ■m■■ , , ■■ ■■■■■ ■ / � ■■■■■■ ■■■�■�■■ ■� � � i � � � ■■■■■■■ _ _ _ m�-m ��m ■� ■■■�■■■�■■■■■■■■■■■�■�■■-__- • � � � � � • � � � � � � � �' � � � • • • � • • � , • � • • • � • • • � • • � , • • � • � • ' • . • • � � • • • � � ' ' • • � • ' • • ' • • . • � ' � • • . • • • � � I � � , � , � � � � ; : , � � . . • � � � � � � �� , �' ,' � � • .. � .. , � . . .. . . u � � � � •� , � . �' �' ' � � � � � • � � � � � � •� • � � � � � � � �'�• � � � � ' � • � � � � � . � � �'�• .. ' • � _ � � � � � u � �� '� � � •' � � � � u • e � � ' 1 1 � � • • • � � • C• � � � . � � � � � • • � � • � � � � � • - — • • „ .. .. � � � • � . . � � � .. u u • � - - � mmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm �� = �� - - � - - �� -� � � , � . , . . . � � � � � � � `• •' � � � . ` . � � � - • � _ � • • •' � • � � � � �� • • • � � � �� u u � � �' �'�' � � � � u u � � � ' � � � � � � � • � •• •• � � � � • C • � � ' , .. .. - .. � � - � � � � 1 � � � � � . � � � �' � • • • • • � � � � � � � � � • � " • • � � � • � � u � � • • • • • • � . „ u � � � � � � � �� u u • • • � � • � � , � � � � � �� . � u u . � � � - �i� �i�i _ • � � � ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � �� i�� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i�� i�� -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- �i �� i� ■ � • --■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i� �i � -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ /� ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � i i � � i � � ■ �_-■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■■ --- �--� ■■� ■� ■■■■■■■■■■■■■■■■■■■■■■■■.__- - �i�� i� -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,I ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- •• i � �i� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i� �i -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ „ ■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � � � �i�i.�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - � i � i � i � � _� ' i ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■ I � ■■■ ■■■■■■■■■■■ ------■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- � �� i�� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---� 1 / -�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i�� i - � i �■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- �i �� i � ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i � �i _��■■■■■■■■■■■■■■■■■■■■■■■■■ �, ■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- •• � � 1� .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- -� '', -��■■■■■■■■■■■■■■■■■■■■■■■■ •� ■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- �• � � �i ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�.■■■■■■■■■■■■■■■■■■■■■■■.__- - �i �i - i i �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■__- �� i ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---� ' i -�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - �i �i � -��■■■■■■■■■■■■■■■■■■■■■■■■■ I• ■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - '•, ,•'• -� , • ■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � i � 1•, ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - ,•' ,•,, -��■■■■■■■■■■■■■■■■■■■■■■■■■■ /, ■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � i � '•, .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■�■■■■■■■■■■■■■■■■■■■■■■■■.__- - ',, ,•' _��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � � � ,,'I ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - '•,I '•, -� , • , I ■■■■■■■■■■■■■■■■■■■■■■■■■ •• ■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � � � '•' ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - �� • - ' • � ' I ■■■■■■�■��■�■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � � � 1•' .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - �� - �i � � ■■■■■■■■■■■■■■■■■■■■■■■■■■ •' ■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � � � � � i ■ �_-■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■■ � � � -----■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- - ��i �� - �� i ■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � � � ,,', ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■-_-�� ' � �■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - ,•,• ,•'I -�� ' I ■■■■■■■■■■■■■■■■■■■■■■■■■ •, ■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- �i � '• ' ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��-�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - ', ' ,• -� �i � ■■■■■■■■■■■■■■■■■■■■■■■■■ �I ■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- �i � 1• ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - �� _ �i � �■■■■■ ,� ■■■��■�■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- �� '• .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - '• „ -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - 1• '• ' -��■■■■■ ,• ■■■��■�■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- �� '• ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - ', " -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- � " ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■�■■.__- - �� - i � �� i ■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■�■■■■.__- � " ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - �� - � • �■■■■■■■■■■■■■■■■■■■■■■■ •' ■■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � " .�__■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_--�--�■�■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- • • ■■■■�■� ■■■■■ ■�■■■■■■ ■■ �' ■ • � 1 �■■ ■� I I ■■■■■■■■ � � � _ _ m � • � m ■�m ■� ■■■■■■■■■■■■■■■■■■■�■�■■-__- • � � � � � • � � � � � � � �' � � � • • • � • • � , • � • • • � • • • � • • � , • • � • � • ' • . • • � � • • • � � ' ' • • � • ' • • ' • • . • � ' � • • . • • • � � I � � , � , � � � � ; : , � � . . • � � � � � � �� , �' ,' � � • .. � .. , � . . .. . . u � � � � •� , � . �' �' ' � � � � � • � � � � � � •� • � � � � � � � �'�• � � � � ' � • � � � � � . � � �'�• .. ' • � _ � � � � � u � �� '� � � •' � � � � u • e � � ' 1 1 � � • • • � � • C• � � � . � � � � � • • � � • � � � � � • - — • • „ .. .. � � � • � . . � � � .. u u • � - - � mmmmmmm mmmmmmmmmmmmmmmmmmmmmmmm �� = �� - - � - - �� -� � � , � . , . . . � � � � � � � `• •' � � � . ` . � � � - • � _ � • • •' � • � � � � �� • • • � � � �� u u � � �' �'�' � � � � u u � � � ' � � � � � � � • � •• •• � � � � • C • � � ' , .. .. - .. � � - � � � � 1 � � � � � . � � � �' � • • • • • � � � � � � � � � • � " • • � � � • � � u � � • • • • • • � . „ u � � � � � � � �� u u • • • � � • � � , � � � � � �� . � u u . � � � — �� _� ,, �■■■■■■■■■■■■■■ �, ■■■■■■■■■■■■■■■■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■.__- i � �� ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - " �-��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �' ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- � ��• ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�� 1 • �■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - � � • � � � - � � • � • ■ ■■■■■■■ ■■■■■ ■■■■■■■■ ■■■■■ /, ■■ ■■■■■■■■■■■ ------■ ■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■.__- � „ ■ � I _-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---��■�■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - 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' � _- -��- i � i� � ■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- • i ��■ • • --■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■�.■■■■■■■■■■■■■■■■■■■■■■■.__- -��- i� • i • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •• ■■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- • ��■ � ' _-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--■■■■■■��■■■■■■■■■■■■■■■■■■■■■■.__- -� 'i _� •' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I • ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- ' � ,' ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - I' ,, -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- • • � It ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - I' ,, -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■-_----■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- • ,, � I, ■�_-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■�■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- - I , �-��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,I ■■■■■■■■■------■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.__- ' � ,' ■�--■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■---�--�■■�■■.■■■■■■■■■■■■■■■■■■■■■■■.__- - ,� �� -��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �, ■■■■■■■■------■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■.__- �� ,'�. 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SHEET NO. PROPERTY OWNER NAME DEED BOOK 19 4 AIRPORT BOULEVARD PARTNERS, LLC. DB 7366 PG 193 20 4,5 EXTER 120 TRANS AIR, LLC. DB 14402 PG 338 21 4 MICHAEL L. STEWART DB 15268 PG 769 STEPHENS ENTERPRISES, LLC 22 4 MICHAEL L. STEWART DB 15268 PG 779 STEPHENS ENTERPRISES, LLC 23 4 MICHAEL L. STEWART DB 15268 PG 769 STEPHENS ENTERPRISES, LLC M.A.L. PROPERTIES, LLC 24 4,5 CENTRAL CAROLINA REALTY, INC. DB 15268 PG 759 MICHAEL L. STEWART STEPHENS ENTERPRISES, LLC. 25 4,5 AIR PARK ASSOCIATES DB 5438 PG 219 26 5,6 ROI INVESTMENTS, LLC. DB 15566 PG 2254 27 5,6 AIS FORESTRY & FARMING, LLC DB 15268 PG 739 STEPHENS ENTERPRISES, LLC 28 6 MORRISVILLE ASSOCIATES, LLC DB 10884 PG 730 29 6,7 CCF PROPERTIES, LLC DB 14038 PG 1799 30 7,8,9,10,14 wILLIAM H. SPRUNT DB 8150 PG 024 FRANK W. WIGGINS U/A FBO 31 7,8 STEPHENS ENTERPRISES, LLC DB 8716 PG 945 32 9,10 �T HOBBY & SON, INC. DB 15546 PG 2209 A&J WHITE, LLC PARCEL NO. SHEET NO. PROPERTY OWNER NAME DEED BOOK 33 10,16 �T HOBBY & SON, INC. DB 15556 PG 370 A&J WHITE, LLC 34 10,11,15,16 SOUTHPORT BUSINESS PARK, pg 8681 PG 2240 LIMITED PARTNERSHIP 35 11,12,15 SOUTHPORT BUSINESS PARK pg 7976 PG 433 LIMITED PARTNERSHIP 36 11,12,16 MORRISVILLE THEYS STONE, LLC DB 14621 PG 2126 37 12 SOUTHPORT BUSINESS PARK DB 7976 PG 433 LIMITED PARTNERSHIP 38 12,13,16 WAKE COUNTY DB 3006 PG 246 42 4 AIR PARK ASSOCIATES NONE LISTED 44 14,15 SOUTHPORT BUSINESS PARK DB 5425 PG 467 LIMITED PARTNERSHIP 45 14 SOUTHPORT BUSINESS PARK pB 5425 PG 467 LIMITED PARTNERSHIP 46 14,15 SOUTHPORT BUSINESS PARK DB 5425 PG 467 LIMITED PARTNERSHIP 47 14 SOUTHPORT BUSINESS PARK DB 5425 PG 467 LIMITED PARTNERSHIP 48 14 SOUTHPORT BUSINESS PARK DB 5425 PG 462 LIMITED PARTNERSHIP 49 15 SOUTHPORT BUSINESS PARK pg 7976 PG 433 LIMITED PARTNERSHIP 50 16 TOWN OF MORRISVILLE DB 2979 PG 101 51 16 ROSE NC II, LLC DB 14264 PG 1897 ' PROJECT REFERENCE NO. SHEET NO. , I I � �II I II I 4,.� J I��`�' ' I � p ' U-5828 4 -� ,. M � �� -� W W Kimle >>> Horn ILW SHEET NO. _ � i �� , � 04o y -L � -Y4- � I I I � ��. II � (� � ROADWAY DESIGN HYDRAULICS : II II I I � � �� I� � y' P.o. aox 33ob8 ENGINEER ENGINEER I I � II I �z. I g RALEIGH, N.C. 27636-3068 Pl Sto. 57+99.34 Pl Sto 26 +9/.l0 , � I I � , � �- r o4 50.1 (LTl l5 39 /3.0 IRTI � �-- J � W RIGHT-OF-WAY REV \\ ��\1111III/�� \��111I I II/�� / e - �/ II � I -- - 20 iF ,� ��,��°QRO %, ,��a �Q?0 _ � �� _ �/' � �� n I I I I I� II r- � � w 0413 � O�°°� °� � � O�°"� � o�/ �� D 0 38 .8 aD 3° 9.0 I � CONST. 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J/ G � � I Q -, , �` � o I I �I,, ' � I� � � I � I � `, • W BEG/ 2'-6" C&G $ � Z DOCUMENT NOT CONSIDERED FINAL --�'� � I i TlE TO EXIST 0411 � �- i � I� � __ +� 4 �y UNLESS ALL SIGNATURES COMPLETED � I e � � O BEG/ 2' -6" C&G E D 2' -6" C&G L Sta. 57 .0 , M � �� I � _, T/E TO EXI�ST riE ro Exisr , I � 00 SEE SHEET NO. 17 FOR -L- PROF/LE � I� L Sto. 53 68.58 __ f � �I � � T lE EQUALIT Y L 52. 55 30.35 �,��; �I I 2 Q � SEE PAVEMENT MARK/NG PLAN I �� I -L - POT Sta. 53+36.8 = s9� ! �� I = Z Q FOR CURB RAMP LOCAT/ONS �I ,_ „ � _ Z � �I �� -Y4- POT Sto. 23+27.78 BEGIT 2 6�&G / W I r Q NiF SEE SHEET 26-1 FOR /NTERSECTION � E 0 EX S � � � C w E X T E R 1 2 0 T R A N S A I R. L L C. D E T A/ L �� + 24 -L - Sto. 55 +53.13 � � �� I � � � � ��~ I 45.56' E D 2'-6' C&G I I�� ',�i �I��;: SLOPE PROTECTION + � I � I � � T/E TO EX/ST I: BN�t�96 PG i69� , '� �� -L- Sta.57+17.34 �� -L- Sta.58+26.00 ', I I� Q I I� DB 144C�� { TO 59+16.00 (LT) � II I ; EST 230 SY PSRM M � ' BEG/ S/DE ALK ' I � . 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OUT=340.80' \� �� I � I � 'g ,; � Y' 58.50 0 �. 58.50 � � � �3 � '�9 0 , -: � y. � � �� n � � � � � � � � 200' LEFT TUR L E + 95 � l50' BAY T PER � �_ 30' C&G J �� I J � � BEGIN l, _6„ C&G 95' � 2 q -� � � - ��I _ � -Y4- PC Sto. 24+84.9/ � ' '�; -c- sro.5 fo�. o ` � � I i �` +16.44 .;. 800 �`� N/F � �\ I I I �j ` � I;� �\ 94' CENTRALLCAROPNATIREALTY.INC. � l�L T L�.� � I � �� I . c �� I14� I �I � �"" �. � MICHAEL L. STE�ART � � I � , I � � � c, � �, STEPHEIyS ENTERPRISES. LLC. � � \ � I� �� ''�� 22 � � j�� r�� s 25 ,� �� r�� a� I I 1 � I I b + I-r �� ,`'� N \� I � I� I / F � - � � - L S R- 3 1 2 7 ( M C C R I M M O N P A R K W A Y) CB I I � i,° � r� � M I C H A E L L. S T E� A R T S P E C I A L L A T E R A L '' D I T C H i STEPHENS ENTERPRISES LLC �5' RCP � I '� � m � SEE DETAIL 2/SHEE 2D-I � T O P= 3 4 0. 9 0• cs - � "� BEGI �`� SIDE ALK P � N� 7 5 6 1 3 5� 3 3 o p iNy.IN(N)=334.65' � � , ,_ DB �5268 PG 779 / i N v. I N� E)= 3 3 5. 9 0� I � �,rl I � ;� B E G/ 2 6" C& G � � � � �NV. OUT=333.92' � � � ; � TlE TO° EX/ST ` o � , � N/F 1 I, i '__�" �_ _____e ____ _ E c' -L- St 53+90.57 � I' �� - i .;� � DUKE REALTY LIMITED PARTNERSHIP Q �� N�, N N N � � 21 23 � �'`�� 96�� : ` �; � ��; •� ��I �993 PG �425 ' �� PA E E 7� FF ARKI GS 0 LY v ��B 8608 PG 535 � � � I �� SEE S � P P-3 - � I w I � � %-�I�RT ;:TURN � M�CHAE N LF STE ART N�F I IN MICHAEL L. STE�ART � Q �; � o �� I�'ENS ENTERPRISES. LLC STEPHENS ENTERPRISES. 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LLC �, n � DIR = 55°/a :IQ II � It ` �� N/F TTST = 1% ,� � o o AIR PARK ASSOCIATES � DUAL = 2% � I 'Z I lD � (� � y I �� N p�j � °� �� .'/ Cp� I � � �� o � l � � `c�55 � �� .p o� � � � � �� I ��; y_�. 75 +1. 84' S 8 6° 5 7' 5 0. 9" E� BERM ' ' DITCH SEE DE�AIL 3/SHEET 2D-I SPECIAL LATERAL 'V' DITCH SEE DETAIL 2/SHEET 2D-I � �� C � � t a � 0 � O O � � � �c � -� -� c 0 � � 0 � a� � t � 0 � i � C O � � .� v � � 0 0 � 0 N O �, � � 0 � i J Q � i � �� —L — Pl Sto 73+05.79 0= 8� 34' l9.1" fRTI D = 5° 40' 22.3" L = 1,490.82' T = 9/8.58' R = l,0/0.00' 2� EXTER 120NTRANS AIR. 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BOX 33068 RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. ,., � F�, � �� / � %�� ,/ .�' ESTS24l RI�PNSA � 26 EST 36 SY EO ,�' /f /F i�� R01 INVEST ENTS. LLC. 050 +94� %` ' ' �` 13 ' `' � ,� ti fF : JB �/ MH ,.%" + 15 COV R - -- �_ __-6f3:2-}' -- -- ,� . � Q� �,��i �� °.o 0 0 W 7 MCCR -_. - �_ _--- ��°58 40 E 18" RCP-I� 0503 CB 36" RCP-III 50 30" RCP-III - _.,�T�=- _ .�SR-3� - - - _ -- __� 8o-�:.a�' �B o50 v� 12, - ��_ �. � � 9„ �_ C&G o -1z, � �,6„ �&� 5 86� 5T� 0. 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LLC. �'Iiytt 756230220 �� ,� ��,� -BL-43 -L- STA 62 + 67.64 (37.1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 2/SHEET 2D-I -BL-42 -L- STA 66+69.10 (66.65 �o�� '�� i � �a LOT 13 AIRPARK BM 1998 PG 21�6 �� 0 N Q Z M � °p SEE SHEET NO. 17 I�OR -L- PROFILE Q SEE PAVEMENT MARKING PLAN Z FOR CURB RAMP L�"pCAT/ONS �� a, �, i�ti� A� �''�✓ CLASS I RIP RAP BANKS ONLY �'� SEE DETAIL 10/ , � � �`A SHEET 2D-I �c� � \ � +75 EST 22�SY GEO i�' � 108 + 13 �a ' � F ss.so� �\ ` 051�2 � � ,,'' � +`�ro—�------_�__ � F N �0.25' ��`"``�— � �F N ------� , � � m �� "__--__e � � `�' � F � �� \ � � , � o —� !`_ � �� e __ + 75.63 � . °o �� ° ~�-, 58.50' �0 8� �� _ _ / N -'S� �>i ��i�� ; � 4 e.o �7 � o 0 0 _ � _ _ `�� = p� � — — PDE � - E E F\ p + 52 O 73� .e 27 AIS FORESTR N& FARMING. LLC STEPHENS ENTERPRISES. LLC P�N° 756330565 C�� 152fa� �'G 739 +�s je/ 12�4// /jB `° 0515 'I + 45O I� I 123' / � , . e o e� e � � � � , .a +75 � e° °°.�� 58.50' � � � �� +18 96' � m rn 9�� BA `° T�°E� EXISTING F�pND D � ,TURtiF '� F 0516 + 00 116' � 30" RC -III (AD UST ELEVATION AND LO ATION TO NVERT / AFTERND Q��N� CE ARY +24 118' NO -JURIS IC IONAL POND TO E DRA N D m m N \ \ � S 78°27'5�`° E 200a00' � c a � � i t � Q i 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � � � � t Q I O O 0 N 0 � � � �c � -� -� c 0 � 0 � � � � t � �, 0 � � � c 0 � v � i 0 0 0 N O �, 0 � � 0 0 � � J Q � � � 0 N � � � —Y6 — Pl Sto 34+39.28 p= 3° 4/' 03.4" (LT J D = 3" 00' 56.0" L = 122.18' T = 6/.//' R = 1,900.00' —L — Pl Sta. 94+43.80 p= l% 22' 12.7" (LT l D = l° 54' 35.5" L = 909.50' T = 458.27' R = 3,000.00' FINAL DESIGN OF /MPROVEMENTS ON FUTURE EAST/WEST CONNECTOR. TO BE DESIGNED BY OTHERS AS DEVELOPMENT D/CTATES, 2 --�--��r_ , .�,.A � _�ra_m � ��_ _a_.� _ .�___ _��__ , ; I � -- -��___-_��. .�.A , ---� _ _��-- -_- , � - �- -- �-�_ � � � , , ��• � ��_ � ��\.``�_ , � �� . � I � � �� , , �, , s ,, , ,' , , � , , 2 9 ' r- 30 f,� ;� ,� i , � riE Eauaurr N�F � —L — POT Sto. 8 +82.06= ,, � CCF PROPERTIES. LLC �� —Y6 — POT Sta 32 +15.87 �1R�� a , , � �� .1I� u='�� y� � � � u �� ; � ,' � � ' � �' ,, + 32 . � . � � lC� �' � 58.5' & 70' � � � �' � � �p �O + 53 � , �. � � �, 64' & �/50' LEFT TURIy LAIyE •� � �� a, ` .� + 63 ; • , , . = o � � 92' + 66 ,. 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Z oe v � � � „ — — — — � PDE `� 18" RCP-IV CB (o�o o N -L- SR-3127 (MCCR/MMON PARKWAY) S 2° 23' 3/.9" E � � � � 58.5' l'6" C&G � � � END l'6" C&G -L - Sta. 8 + 15" RCP-I� 70 ' BEGI l'6" C&G � -L - to. 85 + E I � � 30 ��s ��s� cc�� p�� N °07564�0733 �� 16271 PG 2732 �@� ��1� �� l50' BAY TAPER LLOZ t/N / �g adN � E�� L Oy�S , , 18" RCP-I� - o BERM y� DITCH �o SEE DE AIL 3/SHEET 2D-I � + UNLESS ALL SIGNATURES COMPLETED SEE SHEET NO. 18 FOR -L- PROFI LE SEE PAVEMENT MARK/NG PLAN FOR CURB RAMP LOCATIONS / � 95? + 50 p� � 95' E� ----�E----� E �� PDE �E � — ---- E----- �_�__ EC � 0 �1 W °a. ' : p �a e � .eo. � -' :� o . � �� , e°va . � . �ao ° p � ■ 15" RCP-IV. � �� CB (07� CB (071 - _ _ � _ _ C C C � +25 � +85.54 0714 � R 58.50' QQ 58.50' � � � . .� ° � . .�.� � � �Y` - .lfC �/L/� /t CF o . e . . en.� �. , _ O . o � � � e p o� � e � e o . � e o 0 0�� e o �� , ro � � �. , , � � . � ° "°�� u,. o � � • e ��.° � ° ° °� 2 4 " R C P - I V �� - - _-� �� _- _ . �,. �'��'�� _ 0710 CB � �� = _� � ��. .. � .. � . - - �i �� 15" RCP-I� � 15" RCP-IV „ . e . �y , - , e a , � �v o � . ° ° V . C a e. ° 4 . . � p• . N a a e . � 0 < p e ' 4 voe �� ` �° �,�o � � a ° s o ° w o a � o a ° o a � �. �• ° � . � �y o � a e o o . ° � o � � o °eo e � °eo e .o • , � �s o ' r o ° r o `� ° o 0 0 , o o . � � o o � � o °ec . �eo ° �'p = cv o ' -- + �' � 58.�0' � ___ I � P � — 4 — � — — — �, — — — — — — — — — — — — —� — — — — � I " PDE E + 9; 84' E E E� E� E PUE �� r o�, 3 � +5� � — — � — — — l50' BAY TAPER SPECIAL LATERAL 'V' DITCH SEE DETAIL 2/SHEET 2D-I ��"; � E, l50' LEFT TURN LA�/E -BL-38 -L- STA 82+ 18.74 (38.56 +21 / 58.5' & 78' +41 58.5' & 78' � „�o,z,o�o N ,98"99Z �,.._._.��_,_--a��.-�-�.. � C - - - _ _ +85 +15 �- E (- - - - _ _ _ 58.5'&77' 69'&77' E E C — � _ _ — +oo — c E �05� E E + 00 124' SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 5/SHEET 2D-I 31 —Y6— PC SfO. 33+78.17 STEPHE S ENTERPRISES. LLC P�� 756216570 �� 1�� , �� S 88° 02' 04.9" I I 35 � l'6" C&G l'6" C&G o�i2�Ce 2'6" C&G . � d o / . . � a , � ° o � � srD�,�y;a�K� � � .� , < PDE < PD �� __—C— , c E � �E —L — PC Sto. 89 +85.54 58.50' + , _ O 58.5, � w /2' E-- � Q •� /2' E— � /0.5' 07>> � /0.5' I � /2' � W Z 58.5 /2' � J U � Q a e c G e p P... . .L� ° < �15� C�'�-I� � � �� < _ PDE � — c E +ao 75' �� —L — Pl Sto. 94+43.80 p= l% 22' 12.7" (LT J D = l° 54' 35.5" L = 909.50' T = 458.27' R = 3,000.00' -BL-36 -L- STA 93+35.79 (139.33 L 30 � ��'�i�s�� EAS�� C��:�� a 3�'�� P�N °07564�0733 p� 1627� PG 2732 � ��Q� �� 101' + 75 , E PDE 11 +50 +�5 114' 140' � � C < +25 ' _ P�E � _ _ C 13 7' — � E --——_ � � PDE E � � `�� ,� BERM , , DITCH � — — — — � � C < POE .__, °��s� /P SEE DE�AIL 3/SHEET 2D-I — — — — _ _ � \� , ��'�%�a � °r — — � — — c .�o � Do � — _ 58\ \ 67' c � � � Q i O � N O � � � �c � -� a� -� � C O � C 0 � � � � � �, O � � L O � C O � � .� v � � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � RC� C� °p . � o e �, � o � �, o 2q„ RCP_�� .$ oD � o� °Q � D � 15a �CP-I� � ° � � : �� o �� osoa �B 3p" RCP-ill � �B �� '3�7 i.._ _ �5" RCP-I� 080 +OU 12 9' 'E— -L - PT Sto. 98 +95.04 -BL-35 -L- STA 97+75.03 (120.97 L 52 susaN P� EN�Ma��HQ s8 �� fl & � PI�jQ�0756401266 � �� D�B�160�5 � �G� �� —�� C � Q+25 ' — _ � E rn 58.50' e-� � — _ — �` � — � — — c E �., , �, — _ � � � E� � c�t � C c�� ` � ^.� � � . �_ � �� _ _ ° o � ro ----• vN pA � �. e o oso3 �� RKWq y 15" RCP-IV �� F � �� ° ..°� CB � . .�vo , _ �s � � . � .°.o � �E � �°�a . �� o.�,a e� � e �`�' ��r�o� oso ce � ° � °.� � ° ;" ` _ E C\ � � o o � �i � o � � . � e ;. � � o � o � � o�a a.ea � � o o . p �<a� F \ � ��a ��' � o � . o� � � e � � o . � a � � "_ � � �a.�� . � o. � °o EC — �� UE � F � +a2 � � 58.5' & 64' + 75 � 9�� F � ___-- � � \ C _E + 00 117' 31 NiF STEPHENS ENTERPRISES. LLC ��'i.`�� 7��6�5�� ?�� 70�5 �� -� �� olre° � ° „ R�P—III� � �� ` ° ' ° �a � o e • ° � �o �`eQ °°� 30"�RCP � III 0813) CB 15" RCP-I� os�2� cB , �q� 8 3 ,N � ?��I O O � SEE SHEET NO. 18 AND 19 FOR -L- PROF/LE SEE PAVEMENT MARKING PLAN FOR CURB RAMP LOCATIONS ' — , c E +oo E� + 95�4— — C 66' � O> � — � 58.50' � � E _ _ R � � � ° � �� %�Fs �Q�� a � ,OD C o oQ •000 O rn � � �p � o � . .a � o'Q cD o o . � 30" RCP—III � ��F° rn,r �n" Rf P—III = 0810 CB 15" RCP-IV � 80� CB -. . �� o °� e .p � . , =�� ° vo � ° o ° � o . � / �°° �v � � ` C� + 806� CB 15" RCP-I � e ep •��e • `� � ' � � � + 58 �`�.� 58.5' & 64' �� — — — — — — — — — — — — — — — — — ----——- � �� C -—� --- C E - ��_ E E �: — E E E �.� @�� + o0 �� 77' vl N �os»� CB � . �a° °� ° . °a E +yS.U� 58.50' � 2'6" C&G 18" RCP-IV 58.5' �2� � /2' F /0.5' C&G U,o 10.5' .�' � 58.5' l2' � ' /2' � � "Cd�°��/�v ^4z/�° — "�� , _ `w ° . E C EC�E— l50' BAY T APER 0 O O � � � l50' LEFT ruRN caNE � c � � t � Q O O 0 N O � � � �c � i � -� c 0 � � 0 � � a� � t � O � i � c 0 � � v � i 0 � O N O �, 0 � � 0 0 � i J Q � � SPECIAL LATERAL 'V' DITCH SEE DETAIL 2 /SHEET 2D-I 36" RCP-III -E� + 95 107' �•� 0 0 � +50 �os' ��___— P�E� + 01 93' l50' LEFT TUR/y LANE f ; SPECIAL � ERAL 'V' DITCH=� SEE DE ' 2 SHEET -I � �� 7 � �. � � �� ' ��" E - pE � — > � r p F_-—-- Q 30" RCP-III s � � � � � o .Q ° e ° � o , < . � J��E e ��4 . e � �°4 0° - °Q �� 30°�RCP� III � 2'6" C&G �- �n � � � 58.5' l2' � CB 090 �B 0909 F � 0 / 6" C&G �2 < END l'6" C&G � � 0 /'6" C&G 10.5' -L - Sto.102+04.50 � l'6" C&G \ � � 10.5' CB 0903 Q BEG/N l'6" C&G � , � � � � /2' 36" RCP-III -L- Sto.102+95.50 � l6" C&G J � �2 CB 090 � d I � 58.5' � . , e . ° � e eQ p o e e° Q° � o . ,",p ` r ._ o e e�e0 ° c � . o i Z �� °� � °o � � �� _ ', � - - �� E� —c PO� — _ � l 83' l50' LEFT TURIy LANE _ � E � — — — PpF c � E� SPECIAL LATERAL 'V' DITCH SEE DETAIL 2/SHEET 2D-I 116' � ,� l' �"�132'&145' ■ �, c �; F, M �'2 IPF r � a � �� 'x � � � , r' f�' , m �� ` `�� m � � o �m ~ l50' BAY TAPER o0 o CLASS I RIP RAP o o EST 5 TONS �. m m EST 8 SY GEO I STA L H AD ALL NCDO STD. 838.01 +51 m m 114' +00 +29 103' m 104' E +30 ,, E E �s.5o�&9�� +a� P � 58.5' & 6 ' — �r r _ � � _ 090 + 30 36" RCP-III 58.50' +b UE 58.5' & 64' 58.5 ° m . J �,V �p � . °F-v 1—� °� °v . ` „ - ° - - ° � e „ °1 ,.ro � o , �� o . � o � o ._ . „ _ F F � � m � CB � � 36" RCP-III CB 090 TOE PROTECTIf EST 80 SY P� SEE DETAIL 6� -BL-34 -L- STA 1 G (44.93 LT) �� '� �►�.G � ♦ -L- SR-3127 36" RCP-III � � o . o ° o . ` v ��. . o e � e°va e�o °° �� ,. � e°,� °o �� . �o ao o� o e � +32 58.50' _ —> PDE � P�D —' — + 50 r 105' +10 113' +35 E 156' E RIP RAP EMBANKMEI PRo TECTION CLASS I RIP RAP EST 5 TONS EST 8 SY GEO SEE DETAIL 9/SHEE ��1e o o . o °� � o , oG . _ c0910� CB � IMMON PARKWAY) S l9° 45' 44.6" E � ��0� �' `� / � �8 O� H i � � 52 0 �� ; CIAL LATERAL 'V' DITCH � �'�� DETAIL 2/SHEET 2D-I S QN PE E. I�ARTHA S. L�+.�1�� & �IIL IA� H. SPRUNT. JR� ��.� PI� °0756401266 � �H �B �6056 PG 25�$ � :�.� ��;�1 � �� $� � �. � ESTC40 SYyTPSF� �V' DITCH SEE DETAIL I/SHE D-I g� �� SPECIAL LATERAL 'V' DITCH �� < - SEE DETAIL 2/SHEET 2D-I f�a2°0�� SEE SHEET NO, 19 FOR -L- PROFILE SEE PAVEMENT MARKING PLAN FOR CURB RAMP LOCAT/ONS +56 93' — BERM 'V' DITCH SEE DETAIL 3/SHEET 2D-I ��r��„F , BERM 'V' DITCH 96 � ��i +56 SEE DETAIL 3/ + 00 90' + 5: +o0 87� E E , 93' SHEET 2D-I ��_�� E E � � pp PDE c _ PDE <��. > E _ � ppE pp � c ` �� -. 30" � \ � � \ ; ` _ _ �- — — — — C — — — — — — — — — — —,�� _ O � - R � � � . � � e ` e ° e� o o °� �vo �{D��K� � � . ° G ° �°� o°Q � ., a n ,,, �V1 _ . ,. _ . _ O 0911) CB 30" RCP-III l'6" C&G l'6" C&G 15" RCP I� � ._. 09�2 CB /2' 58.5' F � O /2' F O /0.5' + � � /0.5' Q /2' � � � 09� 5 CB /2' S8.5' � i , J I 15" RCP IV I'I ° � o e � ` o , °°, p v o . - C e� e � � ,..��e0 °i� � e v"vQ °� ° e a o e ,°,Q ° c � �I � °� . � � � o e °� 8 Sf�E �1L� °o `� o e °� ��o °ea � ° °.a W ° a �°o Z .o + 60 W = , � 58.50 � 30" +76.18 _ _ — — — — — I� �.�,�' 4 2" � — —' — F — � _ 103' � � F — — — — F— — — F F — _ _ � � , �_ , _ — — � y � , BANKS ON� Y"~� EST 10 TO�S EST 16 SY GEO — � � �9ob _—— F E +�� +2� �� 0,,�� E E E _ eZ?— � E 90' 58.50' � � F 94? O � y � l50' BAY ��l � � � TAPER 116.95' + 44 + 2 rn 102' E 44.15 0914 11 09' +68 105' +53 +44 +62 E 128" +11 129' E +49 92' & 133' ,.B 142' 3 2 138' 137' Te ` + 52 +58\ Te 144' N/F \ 154' �z 9 JT HOBBY & SON. INC. CLASS I RIP RAP- 153 re EST 16 TONS re ` ` Ta TB ` TANDA BASE DITCH / CLASS IP RAP EST � 0 �TONS EST 2 C Y DE SEE DETAIL SHEET 2D-I A&J �JHITE. LLC �IN# 755:��,� LOT 10 B�I 1999 PG 13C� �B �5546 PG 22�� EST 23 SY GEO + 0� 148' �� c � 0 � Q � O � O O � � � �C � -� -� c 0 � 0 , � a� � t � 0 � i � c 0 � v � � O � N O 0 � O O � I J � � -L - Pl Sto.123+32.52 0= 36° 2/' 27.0" lLT l D = 4" 46' 28.7" L = 76/.47' T = 394.05' R = 1,200.00' 0 N — +o� �ATCj�L�/�E _y _ -BL-33 -L- STA 112+59.85 (37.64 LT) 27•5' 7 S�'q <<OZ �=�� `�� oN��`��,`�� '=�� ``Nc � ��-�,o��; , b'l�/, -, T,y�� S ��' � R 08�� , , , , ;_ ��''��,��,��`�� ''�%�,�� 8 Ob N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET NO. 19 AND 20 FOR —L— PROFILE SEE SHEET NO. 21 FOR —Y7— PROFILE SEE PAVEMENT MARKING PLAN FOR CURB RAMP LOCATIONS SEE SHEET 2B-2 FOR INTERSECTION DETA/L 30° RCP-III I + 7 23'`�� SyEEj BEEMDETQI�LIT3%SHEET 2D-I �� 4 2�.5� �4J BERM 'V' DITCH SPECIAL LATERAL 'V' DITCH � 2. SEE DETAIL SEE DETAIL 2/SHEET 2D-I � � Y7— �]� t +/// -L- PC Sto. 119+3S.47 3/SHEET 2D-I 1007 �� SPECIAL LATER ° 1006 I 'V' DITCH SPECIAL LATERAL 52 p`�� + � +4 +47 SEE DETAIL 2 'V' DITCH +1�''' rn 27.5 � � � 27.5' 68' SHEET 2D-I SEE DETAIL 2 � o +85 /SHEET 2D-I +50 5�� E E/F 74' � ��, � 2 o C l50' LEFT TUR LA E /50' BAY TAPER o 81' MAR7�� g �,�� 101' � `��L IA� H. SPRUN�i, �� p v , � � � +97 O +98 N +50 +00 �I� "0756401266 +89 A .� � �E 58.50' +20 � 108' � +38.47 88' +50 80' 780 �.?8�16056 PG 25i� 94 / N N \ + 82 38 � 102' � E E 58.50' 735 90' � � 103' B 20�6 PG 96 E +�3 � �� O� o� 1009 � --——� ,� F E 90� +oo E E E - � ev = � I � I {/ / � �� E �oo� , , +oo s2 P�E E 745 74 / +40 �0�2 �� 67 +�5 PDE pp pE PDE � � � � g w � PDE � — e �\ 58.50 O � C > � w � � ° � � � � � � � � 5��50� � � � � �'� � � � � � / � °4 � � — � �� 75 +15 — — � � � C �o �I'' � � C./ � 58.50'S8.50' �� v 24 � ,p � — � Q� — — — — — — — — — -� � ° b e � Vl `� ° p L � °4 ° o • — ° � e.,� �p . � ° CR CR ! ° �<� . � e�� ' e /` � . ap ° � ° . ° - , 'C , v �. • o v e i°C'r �"'._T� � < Go O W �8 °a S�D�VI��" °a . 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Ai,/io . , o � ° � , c.�e� e° � a e o ° p �� o, op .W � a . ap v �, o o�Q o� e e� � � . o e e°� o� ..p ` r o o� � . e e0 . o °� w ��J'I�� ""�r` +OO r � °�� . o � U _ �f�1(.� � o � � c ° � � ° �,p e ��n �l W+98 � +28 VE � �� m +20 � � 58.50' � v 58.50 v - � - 58.50, + 97 � ``� 58.50' ; V � 58.50' & 64' ``_�� EGl l' " C&G I� m � o �+1 � -L- St .l15+20.50 58 50? � � �� O Q W � +13 � — _ � � � — — — — — F� — 58.50' & 64' O �q� 35 4 � � � � — _ w �- + _ — — F E — _ o `�' � � �� s. o'&7s.5' � o � — � + H �--= c� — — — — — — — — — 102 2 � � � ,� F E +�o F +so � --- — mm �m�� , __----— � — F � 1004 cn 98� 92' � � 58.5 '&78.5m ,- ,- � F , F — — — — — — — — _ _ _ _ � — — F l50' +33 �50' LEFT TURIy LANE F � � �� E E E E E � E F --——- F BAY 12Y ` � � � F= TAPER DE �` � + 00 e QQ W �, TlE EQUALITY � + , i�2� � .�_� +50 E 24 E -L- POT Sta. �� +53.8 = +58 � W 30.4 1 0' �' 115' rn DE , +9�7— POT Sto.24+84.44 � �� +91 , 125' v 12611 W �� _� ' 40' 1020 E +35 142' + 48 � � 137 36 �`'��,� 3=�9¢� � � E � E 115' & 156' CLASS 'B' RIP RAP bp� 1014 +27 E +�$ aX�E Ax�E N�F +46 EST 3 TONS 162- 159' �ILLIAM H. SPRUNT 156 , EST 8 SY GEO +b0 �� FRANK �.�II �IGGINS U/A FBO +18 CLASS I RIP RAP 32 +42 F 167' -0.� �'IN'" r5631835� PREFORMED SCOUR HOLE 165' EST 16 TONS 170, 33 �_-� DB 8150 PG 024 OUTLET PROTECTION EST 23 SY GEO JT HOBBY & SON. INC. +84 CLASS 'B' RIP RAP '� 185' N/F , EST 8 TONS ;� +50 A&�J �HITE. LLC � J� �� '��'�`�° ��'�� 28 � EST 25 SY PESRM 140' �� PIN 75539696� P N# y�HITE. LLC S Opo �'68' SEE DETAIL 8/SHEET 2D-I LOT 10 � 755388866 32- BM 1999 PG 1306 CLASS I RIP RAP ��` LOT 10 59�� w -BL-32 -L- STA 120+64,42 (14.87 R) BANKS ONLY �� °5�� '��' SEE DETAIL 10/ BM 1999 PG 1306 �°�-�.� ESTE 5 TONS �'��`'� � DB 15556 PG 370 \ 34 �. , . EST 30 SY GEO A3�� 32, �'��0�� SOUTHPORT BUSINESS ARK. LIMITED PARTNERSHIP -L- DHV = 9 /o s,� (MCCRIMMON PARKWAY) DIR = 55% � '�'N ��0q8� �34 �" SR-3127 TTST = 1% �� qf DUAL = 2% � �F` � i 91(l� f-,�R` `�'"`� ,f /f � �_ `�� / ,,, �' C �� ti j i�� a� � � ,, , / a� �`'� / J �'��i' [� / . �, \ � r C�_r1 �� \ � kJ Q'�, '"� � c a � � i t � Q i 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � c o, � N i t � Q i O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � � � M � a i 0 � O N O i N a� � r � -� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � O � O O �, � � 0 � � Q � Y --� N � J I -BL-12 -L- STA 143+37.89 (27.30 L ;�x�� o�� ;r�`� � > � � \ TOP=286n r�NV. OUT-: 38 �AKENCOUNTY �� ' t�'�;�;';� �� CREEK �yA i;��`. � ��I � 1975 PG �B 3006 PG �6 ,� � m � m N \ m m � m m � m � \ r — ' � � 2oub, _ _ �.i-�t�r /i j`r _ _L T -L- SR-3084 (EVANS,RD S 42° l�x 06.3" E = T.�� _ — — —T �, i �. I RETAI EXIST � SYSTE �:. F�5 ri`�r� �; +;ay, a I�T=?_7$�; �'�� ., I��. �''�, i � �� I� � 4° ,3 .' ��" v� � , � � r _b r„�Nr aRinr.� m m,� � � � � � � TO� PF20�OTE POSITIVE DRAINAGE A�D ADD ESASST��NS AP EST 15 SY GEO � tD0 NOT ENTER I BUFFERED AREA) 4' �i� �� //' ir 4' SEE SHEET NO. 21 FOR -L- PROFILE SEE PAVEMENT MARKING PLAN FOR CURB RAMP LOCATIONS � c � � t Q i 0 � N O i � � �c � � -� c 0 � O � a� � t � O � � � c 0 � v � � O � O N O �, 0 � � 0 O � I Q � -Y7- Pl Sto 14+77.33 Pl Sto 22+0/.65 �= 2r 44' 09.4" (LT > 0= l0` 29' 15.9" (LT J D=% 38' 22.0" D= 4'° 46' 28.7" L = 284.52' L = 2/9.66' T = 143.99' T = 110.14' R = 750.00' , , _ R = 1,200.00' �� i � � � � � { II � i I I I , , � � � . '- �_1 ., i� - � ; .;�f � �i � i I � i I �' I �� 1 �, I I i i � ��' I � � 4q ,� ,/ � � // NiF , SOUTHPORT BUSINESS PARK LII�ITED PARTNERSHIP , � �` ��a°a�'� ;°°�� s�'VV�� / 4� � LOT I � � / ' BM 1995 PG 1372 , `' �\,. � � ,� DB 5425 PG 467 � � /, � � E � , � � _ �,,/�� , � � ��, � _ _ _ , � � , � ` � - � �8 � � �� \- g � O Ek r � O �, ' � � �� _ �� 0 � ��'\�� Q ��~�� - � �=r--= � � ' �� / \�� 6�/� �`V \ � � ��` 58�, \ � � �� ,,' ` � 't`Yc ` `�, � \ �\. � ��' ` ' \ ��\ �Q- _,. � �� t�^T /T TIO L 46 N/F SOUTHPORT BUSINESS PARK LI�IITED PARTNERSHIP PINtt 755595805 �or s �M 1987 PG 1092 �B 5425 PG 467 -Y7- PC Sto.13+33.34 � �-j�VO j , �'`�f l/ r /S � J/ � � ` /� � � _, �� a �•? r � ; � -Y7- PT Sto. l6+17.86 �� . � � � � � �� , �i � �1 � � �� ' � I � �. \� � �� 09 � � a �-�''�� •.t � T-� , , . � � � z�� ^ � — — — — � �. = ,= �0 �� _ _ �.. �1t�� ` �� 1 `_� = �1 , � ' � ,. _ :- � , /o - ,L __ _ -.� o - - _ . � --�_ �- �� > : . � , � � ;� r � � �� ,, �-, �, �� ' �M�s ��o� � �� . �M _l _ _ —= 4, c`�G � '-, _ � � — �� — � �� I 8 _ `-- ��_�- � � � � . . y�� I � I _' . BST • _ Cj J�'� � � ' i _ ' o � ' � � A � � � � o � o � U � > � > � � r � � -� � __ � i , � � , � ��_ i i--- � � � p� - - I � � M � � � � ti o ' ' m ° i� � I'n O i � � N � � �I � N� � N U� i Z m o, � U� i � � � � ' � � � __ , , � _ '---- '---- � o � - - -� J � � � i 2S BK BUS � � �, � 8 � �° , ° �� ca � � 8 NV. IN�319 49' , '--------_ � INV.QUT-319.48 d U � � `a, L� CB TOP=324.8�? iNV. IN=319._ INV. OUT=31{ � i-------- O � � � � �� i � �� ; I _ � � �r} � � �(,� � I I_Z1 J ------ I . P L 2 1 - - - - - i � � �� I � ; d - �� -Y7- PC Sto.20+9/.5/ , � 45 � , � ,��- �� N/F ' esr v; o �' SOUTHPORT BUSINESS PARK�I LII�ITED PARTNERSHIP '� � o� � S`v � I�I �, r� :�i �'"�u � �� . �1 w� °j ,� LOT 2 � � o B�I �995 PG �37� BEGI SIDE ALK ' DB � , � � �� a, � �� -Y7- Sto.19+79.06 � �� . . + ' ' '_ _ � G/ 2'-6" C&G �_ — _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - TRANSIT/ON TO EX/ST 2'-0" C&G �t� ' f SEE DETAIL 8. SHEET 2A-6 � ��No et�n� .9 I� ti�' I -Y7- Sta.19+57.46 + 37 , � 44.90' & 80' , '; ; BEG/N CONSTRUCTION � ,,___ ; es� -Y7- POT Sta. 19+45,00 � /� � N M W `� � o ca ,c7/y0 8�1�� .9 �T7 t � _ _ _ �_ � F — — 0� 1— — — � N + 85.2 � 45.82' � v 00 W Z D 0 � 52 SUSAN PE E ��IARTHA �� o �� & �IIL IA� H. SPRUNTs .�f�� PI� "075640�266 DB�160�56 P�G� 2�5N� 18" RCP-I� SPECIAL LATERAL 'V' DITCH- SEE DETAIL 2/SHEET 2D-I 18" RCP-IV —� � � � � � : � � � _ — — �x1�uNr,�R/� _ ,,- ..��E" � — . . . rE ,. :. �X ---- — ---- � _ � _ � ----.-.. —d----- —. — ---,--,�� - - - - - 5 � � �% _ . � + 2fl .- - + 91' 1- --d- _ — — - �j� 27.5' 18" RCP-I� 27.5' `J - — _ _. _ _ - _ CR � - � — - — ��+° r�,r � , � � � � � ° . „ � e 24' -Y7- SOUTHPORT, DR/VE , � _. _ _ _- � — —M--- �j —_—_--�_ \� -�'�' -- -- - �_� -� — ,� � � � �7� — ,� E 2Q��FtMpA�E ESMT. � �� 1 �lµ-�►��F ( 1 C �1- + iFFz � I �� SOUTHPORT BUSINESS ARK LIMITED PARTNERSHIP �� ; ��o � �:� LOT 7 �N� 1987 PG 1092 D� 5425 PG 467 - - - - -- , , 24' 1403 CB �f '�� — _ � 'E sti= � — _ d � -,—, � �� o�- -- �EXISTING R/y� I--^ - - - - - - - -^^ . c , � �i 1 i �FF ` � � � � � � z � N X W � ' � BST � � .�� ' C, �---- � �------ .j // ` // � 4 U / rr� SOUTHPORT BUSINESS ARK LIMITED PARTNERSHIP �'I�J� 75��497�� LOT 3 �� BM 1992 PG 1275 I DB 5425 PG 462 BK Bus 15" RCP-IV tXyJu.10 .. L� � � �� '' •� __�� • �'�I cR � �+ 50' R � I �„., F � C �u � +20 I 27.5' i �� +lOJ3 45.05' & s8' I I � I, 7- Sta. l9 5.48 .12' 5" RCP-IV —3 +0( +91.51 35' SEE� DETA/L B.SHEET 2A-6 -Y7T Sto.19+75.30 +75� 88' � V m � v ;= _ SEE SHEET NO. 21 FOR -Y7- PROFILE SEE PAVEMENT MARKING PLAN FOR CURB RAMP LOCATIONS O �� w � w _ + 00 � � � � 46' �0� O � O � � � O _ �� o . � 27.5 � 16' N 2'6" C �B �406 u, Q � 16' � 27�� 2'6" C&G � � 1� � � � � � � — — — — 1407 w _ _ _ _ O z 3 —� 3 + � _ r + 75 � � 65' Q � 30" +97 75' + 00 84' C Qi � � I t � Q I O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � E .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � C � � � I t � Q I O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � E .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � � � � , a � 0 � 0 N O � � � � c 0 � � � 0 , � � � .� � 0 � L � c E � � � 0 � 0 0 0 � 0 � � � � � 0 N \ � � BEGIN PROJECT PROJECT REFERENCE NO. SHEET NO. BEGIN CONSTRUCTION i i i i i i i i i i i i i i i i i i i i i i i U-5828 /7 BEGIN MILLING FOR KEY-IN RoaowaY oEs��N HYDRAULICS -I_ _ _._ _I - .-_ _ - _ -� I� -L- Std. 53+66.58 - _ - _ - _ - _ - _ _ __ - - - - - - ----- -- - ENGINEER NGINEER _ _ _ _.__ _ - _ _ _ _ _._ _ _ _ - _._ E 3�8 � _. i m e> orn � ELEV - 345.47 ��,,, � � � � � �,,,,, \��,,, � � � � �,,,, � � _ _ _ -� � ----��- � � � � � � � � � � -� -- -�-� -� - � -� - �-� -� - - _ _ _. _ _ _ - - �-� - � � -� - �-� -� - - - _ _ - �-�- - �-� - - �-�--� - -- - � ;�� ,��,�� CQRp�%, CQRp�, � � i ��i i ; �y pFESS% !�,q% ;� o pFESS/p` 'y,� ', ; � � � � � i -, BEGIN GRADE P.o. Box 33068 , �'Q� �`i'� � ; , � Q�` ��°��o ; RALEIGH, N.C. 27636-3068 = � SEQL °o - = � SEQL = -- _ _. _ __ _ _ _ _ o � BEGIN OVERLAY � 029876 a� _ -�° 026480 0��- 3 7O � � � � � END MILLING FOR KEY-IN i i � i� i i i i i i i � �� - � � o��; =�� o ; ;��FNc� E�-�o �, ; ;��FNc� ��o �., � T lE ECIUAUTYo � -L- Sta. 54 + 00. 00 - - _ � BEGI SPECIAL � � -- _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _ -- - - -- -- _ � -,,,��,y�� . �`�, � �,, , � � � � �� p; � i - -L - Sta. 53+36084 = ELEV = 344. 70' � i -Y4- Stae 23f27e78 DITCH GRADE RT ' ' � �,,; I� , ,,�� ,,,, ROB ,,� : � ,��,� �� i _ _ ELEV = 346d28' VC = 60' -L- STA 56+00 _ _ _ _ _ i _ _ _i_ _ _ ___ _ ______ _ _ _ _ _ -- __ _ _ _ _____ ___ � . ELEV = 337.25� � DOCUMENT NOT CONSIDERED FINAL 362 -- _, _ , , Pl = 55 +23.00 , � � EL = 343.40� I - _ _ _. _ _ _ - _ _ _ _ _ _ _ � _ _ UNLESS ALL SIGNATURES COMPLETED - - - - _ - �--�-. _ _ _ _ _I i I i I i ` = O. -I I\ I I\ � - -- �Jr' lO � � � I - - - -- -._. _ - _ - _. _ _ -. . _ . _ - -- _ _ _I I_ ' � e I i -�i � � � � � i _ �ii o , o o ii - E D SPECIAL ��i _ _ _ � i_ ii_ . 354 � � � � � � �� o � , � o o� ; , DITCH GRADE RT i ; � � � 354 i i i �� '� �• � oo � a� _ -L - ST A 60 +00 - i i � BEGI SPECIAL i i i � _}_ _� J . - - � � �_ _ _ __ � � - � � �,- - _ - ELEV = 345.50' -I - �- __ DITCH GRADE RT -{ - �- -f - - - . � J I i � � � � � �, � W ° W Q Q Q -L - STA 62 +50 -� - - � � � _ ROPOSED GRADE i- - - - � � - � � ��_ � _ � - - - _ _ � _ • _ _ ! - - - i � � � � , . ` ELEV - 338.69 � � 346 --------- � v.__ � _v: , J _ , � , � - , .� __ 346 _ � -J�.OF� I� J �I J �I �� - � � � I � J �I i i i 'e i I � � - - - I � � �- - - - � 10.50/ - - - , - - _ -�- �+)575 ° +� , � i � -- • ---- - - - '� �-10.50% � - . _ I I I � I I II i � � � �i � e 338 ;- -� -�; , - -'i � � -; - -- - � � _ e �+�0.48% --------- (+)3.50 _ � ��% � � � � � � ------_ __ 338 ♦ l 10.40/ - �- --i -� - -- - -i i - -- - - ---- ----- -- - ------------- --------------------------------------------- � - - ----- - -- - - - --- - - -. - - - - - - � i i i �- - - - - - - - _ _ _ _ - - -' � . i _ , _ _ i 'i_ - -- � _ _ - --- --- - - - - --- -- - -- - �_ r- 24" RCP �INLET - - _ - - i _ . -� � � �- � - - - _ _ _ _ _ - - - - LOCAT lON) � � � � - - - - - - -- - - -. _ _ _ _i _ - - - . _ . - - - , _ _. 330 __,_ , �� , �� , �� ;�„��,� ,�� PIPE HYDRAULIC DATA ExisriN��RouNo �� ,�� __ �� „��, �� ,�� _ �_ , �� , ,�, �� 330 � � � � I II _I _ 040 24" I�CP I-- - � i_- __.- i � END OVERLAY --- _ � -BL - 9 _ -L- Sta. 55 + 52. 00 DRAINAGE AREA = 2.6 AC -BL - 45 � _ _ -BL - 44 -� -BL - 43 3 2 2 � i i � -L - Stad 53 +87.63 OFF 65.60' LT = 50 YRS -- T A 7+ FF l' T � -L - ST A 60 +20a45 OFF 16e96' LT -L - ST A 62 +67.64 OFF 37.19' RT 3 2 2 DESIGN FREQUENCY L S 5 66e55 0 8 003 L �_ i i ELEV = 346.42' -I !_ _ _ , DESIGN DISCHARGE _ 11.0 CFS ELEV = 334.40' , ELEV = 348.0/' � ELEV = 339.16' � � DESIGN Hy� ELEVATION = 338.83 FT � � � -- - _ -- . _ ___ _ _ -- l00 YEAR DISCHARGE _ 11.7 CFS i__ , = 338.90 FT -- - - SEE SHEET NO. 4 AND 5 FOR -L- PLAN 314 314 ;- � _- --- -- - l00 YEAR Hy� ELEVATION � i _ _ il_ _:_ ; -- - - - - - - -- - - - --- - - _ _ _ , _� _ _ __ _ __ _ _ _ _ __ _ _ _ -- 0�/ERTOPPI G FREQUE CY = �l - - _ _ _ _ _ _ _ _ _ r L SR 3127 (MCCRIMMON PARKWAY) ;_ i_ � � - . _ _ _ _ . - -- - _ . _ __ _ _ _I OVERTOPPING DISCHARGE _ 18.6 CFS _ _ -- -- - - - - -- - - - - - � , - - OVERT OPPING ELEV AT lON = 34/.44 FT I- 52 53 54 55 56 57 58 59 60 61 62 63 � � _� _ _ _ _ _ __ _ _ __ _ - -- - i _ _ � -- , _ _ _ _ _ 362 � _ _� _ � . _ _ _� _ _ . _ _ -- - -- - - -- - - -- - - - - - - - - - -- -- - -- - - - - -- - ;- _ � , , , , - � - � . 362 !- - i_ _� _ __ ___ l i i i - -- - -- - ! ' - - - - - � _ � i i __ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ � � � � - �- -�- --�- - -- - - _- - - - - - - - - - - - - - - I . - - - - - - - - - - - - - - - - - -- - - I- - ' -l_ _ _I � � __ _ i ._ � � � - - -- -- - -i I� -- - - - - -- - - - - - - - -- - - -- - - - - - - - -- - - - - - - -- - - 354 ' - �- -r- !- - oo - --- --- -- - - --- - - - - - - ---i.- - ------ - - - - - --- -_ _:_ _� ._ _� �, __�� - :- -i 354 - - o � _ _ _ _ _ _. _ _ - - - � -� -' T lE EQUAUT Y: , _ � � _ _ ' . _ _ - - - - - - - - -- --- -- - - _ _ � `� -L - Stae 70 +74.13 = - N o> -�- � _ _ _ _ _� _ i__ __ _ Q'� . - - - _ _ _ i _ _ _ _ ___ _ _ _ _ _ _ - -- - - _ _ _ _ __ _ - - - - - - - - - - - - - - -Y5 - Stoa 20+00,00 -- -- � � -- - - - -i - { BEGI SPECIAL i � n ELEV = 335.64' Q 346 :: .� -� - ;-- � cn � � DITCH GRADE RT _ � _ ! � �� ! � - - 346 _ __ . -- -- . . -- _ _. _ ___ . _ _ _ -L - STA 70+50 - - -� � W -}--��- -��-H _ '_ '- --{- -�� J PROPOSED GRADE -- _ _._ _ _ _ _ _ _ _____ _ _ _ _ _ ____._ _ _ _ _ _. ,, �u E D SPECIAL ELEV = 333.15' � � ' - - - -- - -- - - - - - - - - � J �l � I � � - - - DITCH GRADE RT . . . - - _ _ - -L - ST A 67+00 - - - - - - _ _ _ - 338 � ELEV = 333.75' _� i. _ _ _ _ �- ------------- , � r-�o5o� , ' - - - 338 '-- ---- �-j2.13 `� - - - -- � �-10.50% , --- � -- �+)3•09� �i _ _ % _� � - - - _ .�. _ _� - - �- -_ .__--_ EXISTIGGROUD -----� J �� N N - - - � -J3 � . � I ; �� . . � � � . � � - - � _.3/i C+)3�I/ -`-'" = ' � � ` - ` � � - _ - _ . . . �. I �. o -' ♦ - � � � �� 330 � � - � � � � �-----__ __ .�-� -� �� ,- � � � � � 330 i i i �� -�''---- ---� � � __, _ �` �� i i � i i i i � � _ � � i ! ! ! -iiii� �-�_� 24"RCP �i i �� --� � � � � � � � . � lINLET , 3 2 2 ' P/PE HYDRAULIC DAT A i �� ocaTioN� � 30° RCP 3 2 2 -BL - 4/ i 050 24"RCP I�� I' �N I' � -L- STA 7/+27.28 OFF 74.48'RT � ''� PIPE HYDRAULIC DAT A ELEV = 338.93' - ' � � DRAINAGE AREA = 3.6 AC ; , ; ' i � ' l FR Y = 50 YRS I I� c~i� � � 0516 0515 30' RCP DES GN EovENc . 314 314 � � '� w '� � � � � � ! ! DESIGN DISCHARGE _ 15.0 CFS � J� � _ � i i � � i i � � � DRAINAGE AREA 5.5 AC DESIGN Hy� ELEVATION = 33/.53 FT , i i � � � . l00 YEAR DISCHARGE _ 16.0 CFS � DESIGN FREQUENCY _ 20.0 CFS � l00 YEAR Hy� ELEVATION = 33/.62 FT I DESIGN DISCHARGE 3 O 6 O�ERT OPPING FREQUENCY = �100 YR � DESIGN H{� ELEV AT lON _ 33/.28 FT ' 3 O 6 -BL - 42 ! l00 YEAR DISCHARGE - 2/.0 CFS ' ' OVERTOPPING DISCHARGE = 33.2 CFS - -L - ST A 66 +69.10 OFF 66e65' RT l00 YEAR Hy�/ ELEVAT lON = 33/.35 FT � � � - 336.36 FT . � i � OVERTOPPING ELEVATION ELEV = 334e96' �i OVERTOPPING FREQUENCY = N/A � � . �: � , 2 9 8 i i jl OVERT OPPING DISCHARGE _ N�A SEE SHEET NO. 5 AND 6 FOR -L- PLAN i . 2 9 8 � i �� , OV ERT OPPING ELEV AT lON - N�A i ', -L- SR 3127 (MCCRIMMON PARKWAY) ��-. _ � _�-. �T, _ � � � _ T _�_ - T - _��- T _�- T T _� �i-� i i �-N i i i _i� �i i-N-� i i � �-i� �i i T _� _ T � � . 63 64 65 66 67 68 69 70 71 72 73 0 0 � 0 N 0 0 � � 0 � � Q � � � 0 N \ � � PROJECT REFERENCE NO. SHEET NO. i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i U-5828 /8 -I_ _ _._ _I - .-_ _ - _ -I -�-- - - _- _ - - - - --- - - _ - _. - _ - _ - _._ _ __ _ _ _ _ _.__ - - - - - - -- - - - - -- - - - - - ----- - - RO ENGINEER IGN NGINEER � ADWAY DES ITYDRAULICS 370 � i m e orn E �— --_ -� ----._ - _ _ _ -- — --- ----- — — -- - -- -- - —_ __ _ _ _ _._ __ - — — -- - -- -- —_ _ _— -- — — — ----- -- - �R�li �ROIi ��,, � � � � ,,,,, � � � ,,�� C Q ��%, ,, �� C Q '� � � i � I � I I P.O. BOX 33068 ��pFESS%pN�!�q% ��o�pFESS%p�;�!�,q =, = �� SEAL ��o - = �� SEAL i II � � I � _ _ _I _ — — — — — -- _ _. _ _ __ _ _ _ _ RALEIGH, N.C. 27636-3068 � ° _ - -- - � 029876 a� _ _�� 026480 00��, 362 � � '� � � � � � � � � � � � � � � � � � � � � � - - , � � � � � �; � FNc � ty�.�-� ��,`�� FNc � e�y�.�-� �� — -- — -- — _ _ _-- --- ---- —— _ ____ _ _.___ ___ ____ _ ___ ___-- —— ---- — ---- --- � —� �� , ''%�yE� S. �� '�� ROB�� i i i i i i i i i i '��,�� ,�,�� ,,�� ,��, � _ _ __ i _ .__ i i . ,— — — — -- — — — — — ----- —- — — — — — — � _ _i_ _ _i _ _ _� _i__ _ -- — — — — — --- — — — — — — _ _ _ _ _ _ _ _ __ _ . 354 I VC = 130� I � , I — DOCUMENT NOT CONSIDERED FINAL —{— — — — — — E D SPECIAL �-- — — — — Pl = 77fJ�O.00 — — — — — — — — — — — -- — — -- VC = l2O' UNLESS ALL SIGNATURES COMPLETED � i � i i ! i DITCH GRADE RT �� pl = 82+00.00 0�o i i i � � EL = 332.26' �' � . _ � � -L- STA 74+50 i_.._. rn o o � i_ i 346 � -�� - - - -�� -�- - -- - ---- - � K=120 �N ------- -- -- - - ------- --� o�n EL=_33489' o - - - ELEV = 340.83' c�i - � o • ' <o � � � � � � � ��, � � � '� .� ►� � � '� 346 i i i i � i i +� _. DS = 55 �--- �o � ; �� - K- l09 � i i _ + i . _.I- _� - .-}- -� : - - - i i i i_� i �_�_i �_i i i I- -- __ EX/ST lNG �ROUND ��, - _._ o � _ _ _ _ _ _ - - - - - - - - - -- - - -�i �o n, 1 DS = 50 � � _ -{ - �- -f - , . i � � � � � � � � __--- � � i i �, _.-�--- �-r -T- - _ - - - - i _ - � - � u c�nW o� ��d - - �------ _-_-_ -_ _- - _ - - _ _ _ _ _ �_' - - - - -- - -- - - - - - - - - - ,- � � _ _ � 338 �, - �+�0.75% - - _ � • - � _i � i��.�i �-i i , ' � 338 � PROPOSED GRADE � � � ' �— i i i � ��` i i i i i i � � _ � � f +10.58% l -10.52% _ � i � „ f -J0.50% � +10.58% _ - - � � _ - . - 3 3 O � -.I I PROPOSED GRADE �� ii i i i i ; i_ il �- � �, 3 3 O �- --i -� - -- - -i ' �' ' �' � ; �, � '� - �- ! - -� -- - �- i-- - � - �- _ _ _ � � i _ i _ _f_ _ � - _ �� - - - - _ � � i i i � � i i i i -�- -r-e--�� --r Ic i � i=�.i--i i i i i i i i i � - - - - - _ _� e e � - � +)q.,24/ i i - - - -�- - - -,- - PIPE HYDRAULIC DAT A - - � � -�3•��: _ - � -�0.30� _ - - - -� +��.19� � _ � - - - - -- — E D SPECIAL - — - - — — — � -- , � 3 2 2 0615 30" RCP `�- � �� DlT CH GRADE RT ; O - _ - 322 � _ i _ -g� - 40 - 30" RCP � � -L - ST A 8/+00 _ -!- ; _ i _ _ i_ � } , -L- Sta.75+36002 OFF 69.05' RT DRAINAGE AREA _ 6.6 AC p TCH GRADE RT -- �INLET � � - - � �il-- _ _ _ _ _ _ _i ELEV = 33/.8/' � ' � � : _ -�- -i_ i_. __._ ELEV = 340a34' DESIGN FREQUENCY - 50 YRS LOCATION� � � � o� � -L - ST A 77+50 -- - --_ _ _____ ____ DESIGN DISCHARGE l Tl = 327.32 cFT ELEV = 328.00' r - �i i i i i i i i � � � � o �� - - -- � ' !-- - - - - -- -- - -I� -BL- 38 - � 314 314 � � i DES GN Hy� ELEVA ON .� ,* , � N '� �� l 0 0 Y E A R D I S C H A R G E = 3 0. 0 C F S � I o 0 0 0 - ''n � - � -L - ST A 82 +18e74 OFF 38a56' RT � _ � � � '` � - l00 YEAR HW ELEVATION = 327.45 FT i - � �� _i ►� � ►� � i Q i� _ _ __ - ! ELEV 34/.75 -- . --- _ �100YR _ _ N�� I----- ��' _ -- -- BL 39 __ _ _ _ ___ _. , _ i_ �i_ � i- - -- ---i- - OVERTOPPING FREQUENCY i �u i 3 Q 6 ' i i OV ERT OPPING DISCHARGE - 59.0 CFS -L - ST A 78 +68.07 OFF 52.63' RT i� � � , ;� W -- - ----- SEE SHEET NO. 4, 5, AND 6 FOR -L- PLAN --- -- 3 � 6 = 33/.54 FT � _ _ _ _ � � _ _ �_ _� _ , __ _ _ _ _� , - - __ oVERTOPPiNG E�EVATioN --- L SR 3127 CCRIMMON PARKWA _ _ _ _ _ ELEV - 324J5 � � - - � � _ _ _ . _ _ _ , _ (M Y) . _ �i_ . - -- - " �' ' _ _ __ _ _ . _ __ �N 73 74 75 76 77 78 79 80 81 82 83 � � _� _ _ _ _ _ __ _ _ __ _ - -- - i _ _ � -- , _ _ _ _ _ 370 , _ _� _ � ._ _ _� _ _ . _ _ -- - -- - - -- - - -- - - - - - - - - _ -- -- - -- - - - - -- - � - � -, , , , - � - � . 370 �- - �_ � _ , _r � __ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ __ � �_ __ � -- - -�. _ _ �_ _� __ ___ � - �- -�- --�- -� - --- - _- -- - - --- - - - - - ---�.- - - ---- -- - - -- - --- _�__ � _� _ _� � � � -- - -- - � .- � - - - -- -- - -- _�_ -- - -- - --- - -- -- - --- ---- - -- - ---- -- _ _ - - -- �- - - 3 62 ' - '- -r- ! - --�- -�- � - - - - - - -- - - - - _ - - - - - - - - 3 62 _- --- -_- -- - --- � � � � � � � — — — — — — — — — — I ._ _ — — — — — — � r � I I �- - _ _ _ _ _ _. _ - - - - - - _ � _ _ _ _ _ _i_ _ . _ _ _ - - - - - - -- - - -- - - -- - � _ _ �_ _i i_ _ i_ i � ; � i _ . i � _ _ _�_ i _ __ _ i - - - _ _ _ _ ___ _ _ _ _ - - - -- - - _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - --- - -- - - -- - -- - _ � �_. _ _� __ �- _ _ . J . 354 , .i� _- _ __ _ i� _- ; __ _ - - -_ _ _ _ _ . __ _ -- _ _, _ _ _ . _, - - - - ; - � -- -� : o�, - � 354 . _. _� - - -� _ �- -- _ _� - - _. _ _� _ _ _ _ _ , �{_H_ -_ _ _ _ ._ _ - EXIST lNG GROUND _ _ _ _ BEGI SPECIAL � _ _ _ _ _ _ _ _ � _ _ r? \? � - �_ -�- - - - DITCH GRADE LT - � � � �' - - - - � �' TlE EQUALITYe , - - - - -- _ o � - - - -L- Stao 84+82.06 = !� - �+�-� - � -L- STA 89+50 i � o in - I� � o , _ _ _ � �� _ 1 ! �_ _ i � _� _ � _-__ ELEV - 336.25 � � .� n! � , � � � 3 4 6 -�- -� i - -Y6 - Stao 32 +15087 � � - - - - - - _ _ _ _ i � _ i � � � - i � i� i i I_ i i i� -- - -- V)� I I ELEV = 333.42' � � � __ _ _ . _i �''� _ __ ___._ � �u 346 i _ . �` �—__---� �++T �� _ � � �ii I ___ i __�I — J�I � ! — i — ---_�___ — _ ^ ��—� `_�i � �� _ -- — -- �� -- -- �� —�—� — i _ � — — — � — — " �Niiii�ii�i��l _ BEGI SPECIAL ` ' W �J `� �" � ` � J J �ll � .f 1"�'•17 � . -� � 3 3 8 � � - . oiTcH GRADE RT � � W .. � __, t�-, _- � � 3 3 8 ! � ! � � � � � � � � � � � � � _ PROPOSED GRADE - -L - ST A 87+95 - - _ _ _ , ' • . . _ - ' � � ' ELEV = 330.56' i �i i i i i -- - -o .._. � - - - - - ___ -_ ._ � � = � ' � �-J2.00/ -. -----�+�0.85% . . � ------------- �+�0.46/-------- 330 ----------- - . 0 330 ------ �+10.46%--- � �052% --- ---_ _ _-� ----- -_._ ___ -_-_. � � i � i i _ i i _ ; i i i 322 � � i � � � i � , � �! � ,! � ! � � _ ; ; 322 E D SPECIAL . DITCH GRADE RT i � ' -L- STA 90+50 ' ' - ELEV = 33/.72' i -BL - 36 314 � ; �i -L- Sto.93+35e79 OFF /39e33' LT 314 ; � �� ELEV = 346e26' � -BL - 37 , - ; -L - ST A 85 +75.35 OFF 64088' LT � i � i � ELEV = 342.47' �� , � 3 0 6 i i _ i SEE SHEET NO. 6 AND 7 FOR -L- PLAN i . 3 � 6 i i i i i i -L- SR 3127 (MCCRIMMON PARKWAY) 83 84 85 86 87 88 89 90 91 92 93 0 � 0 0 � 0 0 � � Q � � � 0 N \ � � PROJECT REFERENCE NO. SHEET NO. i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i U-5828 /9 -I_ _ _._ _I - .-_ _ - _ -I -�-- - - _- _ - - - - --- - - _ - _ - _ - _ - _._ _ __ _ _ _ _ _.__ - - - - - - -- - - - - -- - - - - - ----- -- - RO ENGINEER IGN NGINEER � ADWAY DES ITYDRAULICS 362 � i m e orn E �— --_ —� ----._ - _ _ _ -- — --- ----- — — -- -- -- — —_ __ _ _ _ _._ __ _ _ _ _ — -- -- —_ _ _— -- — — — ----- -- - �R�li �ROIi ��,, � � � � ,,,,, � � � ,,,�� C Q ��%, ,,, �� C Q '� � — — _ --- � � � � � � � P.O. BOX 33068 ��4FESS%p�;�!�,q% ��pFESS%p�;�!�,q =, i II � i I � _ I _ _ _ I __ _I_. _ __ _I _ _ RALEIGH, N.C. 27636-3068 - � SEQL °o - = � SEQL - ! � � i ! i = �� 029876 a� _ _�� 026480 0 ��_ 3 5 4 � � �i � i i �� i � E D SPECIAL � i i i i i i i i i i i � ;�o � ;��o o��; o � � � � � D�TCH GRADE LT � � �� FNc � tyE� ��`� � �� FNc � �y��-`�� — -- — -- — _ _ — -- -- - ; = ,; � _� � —L— STA 95+00 �— -- -- — -- -- — — — —_ __ — — — — — -- -- — — -- — — -- -- � � , , '�-,,,,TyF�i � S. ��;�\\ �, � �� g\��;�\ i i i i i i i i � i ELEV = 344.28' i i i i i ��,��,�, ��,�R�� _ _ __ _� — ;-- �- — — — _ _ _ _ __ _ _ ___ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ ___ __ _ — — — _ _ � _ � _ __ _ 346 _ _ .- , DOCUMENT NOT CONSIDERED FINAL ' � � _ � - - - � UNLESS ALL SIGNATURES COMPLETED - - - . _.._ � _ u-. EXIST/NG - -- - --.. - - - - _ - - - _ - - - -- ---- - -. _ _ _ - --- � - - - ; � �------------- �+�1.47% �-- � _ GROUND � � '• � � i - - i- - --- _ _ _ � i i 338 � --_ �-- --------- -- -_ _ _ ----___ --- __�� _-- - -� -- ��- - - � �_ � � �-� ,-, � � � � � � � � � � � 338 I I- i � i I I i i IIIiIIi�Ii � �� I I I I I I I I � . _.i _� _. -�- � _ - _ �_. _ _ _ - � � � � � _ - - i - - ._ _. - _ _. -- - - -I _ �- -{._ _ . - �- -f - - BEGI SPECIAL ! i i � PROPOSED GRADE i� � - - - � � ' " DITCH GRADE RT , ; � - - __ _ _ _ _ _ _ __� _ _ � _ . _- ___ � _ - - - - - - - -L- STA l0/+00 - -� - � - -- - - - , - ; - - -- - - - --- - - - - - - � _. 3 3 0 - �� v. ��.— � �.e.._ i.�� -- -. ELEV = 323.60' � 3 3 0 i . — I ��I� - - � � --- � - -- -- - - - � f -10.52% � � . � i I _ -� _ __- __ _ _ _ _-_ —_ � i i . i- -� I - -II . , ! _� _ __ � � ` , � _ i 322 � � � � � � � � � �; ; ,�,��, r�� 322 � �- --� _� _ � - - -� i i _ -- - - - --- - --- - -- - - - -- - - - - - _ _ - - - - --- - - - -- - - - PIPE RAULIC DAT A - � � - �- -�- HYD �-�-�� =' � � , °� �J_ � � � i � � i i - �I�f_! �� I � I - -- _ _ - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 1- � r- � cl, - f= . I i I ' � ` � ' ' � , _ � � __ � _ — 090� 30" RCP ` — — — _ _ _ _ — -- — — — _. _ _,,,,, 314 - - - DRAINAGE AREA = 5.6 AC 30" RCP ��+��g°, 314 � _ i _ __ _ i __ ; i _ i _ __ _ _ _ _ _ _ i _ i = 4 F LOCATION) B �GIH S�ECIAL T _ _ ` _ � '_ _ _ i —BL — 35 DESIGN FREQUENCY 50 YRS ��NLET _ ` i_ � . _— — — . _ _� __ _ _i _ . - -- -- -- — — — -- — -- -- -- — — -- — l_ DESIGN DISCHARGE 2 .0 C S D C G ADE L i_ � � � � � � —L — ST A 97+75a03 OFF 120.97' LT —. �— � -� i-- --._ _� _ _ -----._ _� _ . _ ____ __ ___ _ ___ _ __ _ -- - ------ — — -- — ELEV = 339e70' i- DESIGN Hy�l ELEVATION = 3/7.93 FT —L— STA l0/+85 �+- � I _ _ _ � - — -- — — __ . , l00 YEAR DISCHARGE = 25.0 CFS ELEV = 3/5.37' — — -�- 306 � � �- � � � -- - -- --- - - - - -- � �_� � _ !_ ! 306 ___i _ _ i_ l00 YEAR H�l ELEV AT l0/V = 3/7.99 FT i � i �� i i � �_ OVERTOPPII�1G FREQUENCY = N/A - E D SPECIAL _ � � � OVERTOPPING DISCHARGE = N�Q - DITCH GRADE LT �_ _ _ _. __ _ _ _ _ _ _. _ -L - STA 102+25 � i_ ___i- ___ _ _ _____. -- _ __ ___._ _ ___ _ _ _ _ OVERTOPPING ELEVATION = N�Q ! ELEV = 3/6.29' i _ _ _ i_ �i_ 2 9 8 . -- - _ _ _- __ . - -- -- -- - - - - - -- -- -- -- - -- -- - - -- - - - -- - - - -- - - -- _ . - -- -- 2 9 8 � _ i ; i_ _i_ _ I � i _ _ �I_ _�_ _ __ _ _ _� _ _ __ _ __ _ _ _ _ __ - - - -- - - - - - - - - - - - - - - -- - - - - - L SR 3127 ( CCRIMMON PARKWA ) , x�sT�NG _ - _r � � _ _ _ . _ _i _ ; _ . - -- - - - - _ _ - -- -- - - - - -- _ _ _ - --_ _ - - - --; � - - � GROUND 1 _ _ � M Y � — SEE SHEET NO. 7, 8, AND 9 FOR —L— PLAN I I —- — 93 94 95 96 97 98 99 100 101 102 103 � � _ '� ! PIPE HYDRAULIC DAT A - - _ _ _ _ _ _ _ _ _ _ _ _ _ � _ , _ - -- -- 346 , _ !, 090 36" RCP �, - -- - - -- - -- -- - - - - - - - - _ -- -- - -- - - - - -- _ ' � - � - � . . 346 �- - i_ � � �_ _ _ _ __ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ __ _ _�. _ : _ �_ i �� pRAINAGE AREA = 7.2 AC � _ - - - - - - - - � . - - - - - - - - - - - - - - - -- - - - _ DITCH GRADE LT , -i - - -I� E D SPECIAL — — - -- — _ DESIGN FREQUENCY = 50 YRS �i - - - -- - - - - - - - -- - - -- - - - - -L - ST A ll2 +50 - i- - - � - 3/.0 CFS i � , - - ELEV = 3/9.50' i -� - ! _ _i 3 3 8 3 3 8 � _ �- 'il DESIGN DISCHARGE : - - - -- - --- -- - --- '- - - - - - - - - - - - - - - - � � _ DESIGN HW ELEV AT lON = 3/2.04 FT _ _ _ _. _ - � - - - _ , _ _ � l00 YEAR DISCHARGE = 33.0 CFS - - - - - - - - - - J - - -- o'�'�, - - - o � �' II _-j - ' F � -I _ l l FT � N _ � l00 YEAR Hy� ELEVATION 3 2 6 i_ _ _�._ II - -- - - - - - ----- -- - - - - \ - - -- - - - - - OVERTOPPING FREQUENCY = N�A . � i � i _ _ _ _ __ _ _ _ _ _ __ _ - _ - -__ _ _ _ _ _ +� �� ' i N, f I , \ O . i 330 . .. i _ __ _ . - • - - - -- - - �. o - - - 330 OVERTOPPING DISCHARGE = N�A ' � - - � ~ ' ' rn _ . __ _ _ _ . i _: �- --�_ � �A E D SPECIAL �i _ _ -- - - - - - - - ' - �''� � W �-�� _ ' � ! � N o0 : OVERTOPPING ELEVATION = N I Q _ _ _. _ _ _. _ _._ _ _ _ ; � DITCH GRADE LT � J PROPOSED GRADE � " - - - -- � , �u - Q e -L - ST A l05 +00 � - - - - - v� � , � � _ W N� - - f -10.52/ ELEV = 3/0.50, - - � , �� - - - 322 , _ - S 3° � J �l e ( i'�2•60e° - - - . , .6' � \ J �I � -I 322 _ � � -10.52/ _ - - � �5.63d � �i i __ � - � - - - -�� _�/.66/ _ e _ - - _ _ '� �-- - - � � " _ _ °--r._ � � � �6�° -� _ � � � � � _ . a � � -.. _ _ . � Yiii i 6 � ` ' I � (-J0.60/ _ _ _ . -� � I_ �+) , . - � _ _ � ` � --------- _ i � �--- ,�` , , ��— � _ . , � � _ � _ .. . .- 3 � 14 � - . ��,� �. � � '� � � _ � 314 . .. . . ---------- ' � _- - - ' r �38 e- _ � , . ' " eEG� SPEC/AL ,� •oo�� " , , - ' PIPE HYDRAULIC DAT A '� _ ' ` � ' ' ' ' ' , _� 4i ' - - - = � DITCH GRADE LT �' � �� , � � � � � `� „ -L - ST A l06 +50 0 J 0913 0914 30" RCP � . . , �, , 36 RCP (lIVLET , � O O _ — — I� 306 � -"------- �-�2.3 ___ LOCATlO � ELEV - 3/9.30 �� o _ , � o, � 2/ � N � o� 30" RCP DRAINAGE AREA 4.6 AC � 3 0 6 � � - � ' - - - - - i� - � � - � � DESIGN FREQUENCY = 50 YRS �� o � � o , r -BL - 34 � �� :� � � ' DESIGN DISCHARGE = 20.0 CFS -BL - 33 � ''� i o o � � -L - ST A l06 +27.32 OFF 44.93' LT �� Q DESIGN HW ELEV AT lON = 3/4.92 FT � -L - Stae ll2 +59.85 OFF 37.64' LT � Q F �� E D SPECIAL 'i �i ELEV = 320.6/ � J �� l00 YEAR DISCHARGE = 2/.0 CFS ELEV = 320.52' 2 9 H i �� o DI T CH G R A D E R T ! � i�� - W = l4 FT ' i . 2 9 H , W � ; ; , ,, , l00 YEAR HW ELEVATION 3 .99 � � ;, W � �� -L - ST A l05 +00 i ,, W i OVERTOPPING FREQUENCY = � l00 YR � � �� ELEV = 305.38' i i i i i i i i i i i � i i i � � i OVERTOPPING DISCHARGE = 7/.7 CFS i � i i �' � � � �' � �' � � � � " i � BEGI SPECIAL J� � OVERTOPPING ELEVATION = 32/.09 FT i � 2 9 O DlT CH GRADE LT � � 2 9 O ; -L- STA 103+00 i � _ ELEV = 3/6.56' i � � � ,; � � I . 2$2 i � � � � ' i SEE SHEET NO. 9 AND 10 FOR —L— PLAN i . 2$2 i i i i i -L- SR 3127 (MCCRIMMON PARKWAY) 103 104 105 106 107 108 109 110 111 112 113 c � � , a � 0 0 N O � � � c 0 � � � 0 , � � � �c � 0 � L � � � � U � 0 � 0 0 0 0 � � Q � � � 0 N \ � � PROJECT REFERENCE NO. SHEET NO. i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i U-5828 20 -I_ _ _._ _I - .-_ _ - _ -I -�-- - - _- _ - - - - --- - - - - - - _ - _ - _._ _ __ _ _- _ _ _.__ - - - - - - -- - - - - -- - - - - - ----- -- - RO ENGINEER IGN NGINEER � DES ITYDRAULICS � E 354 i m e orn ,,,��.,,, ,,,��.,,, � � _� � � � � 1_ � �� %� �� o� �� o��: ____ _ ___ _____ ___ ____ __ _ _____ ___ ;oo \o� - --_ ----- CQR - - - -- - --- -- C R � � � I � I �� I I P.O. BOX 33068 ;�.o��pFESS%pN�o q% \�y o�pFESS/p�;�!�,q =, � � � � � � � � PIPE HYDRAULIC DAT A � -�� SEA� ��o - _�� SEA� �- I I _ _ _ I __ _I_. _ __ _I _ _ _ RALEIGH, N.C. 27636-3068 = � � - � i � __ _i i i, ,o�� 24°RCP � i! i i i i i i i i � ;� 029876 a� _ -�� 026480 0��, 346 F � � � ; ��aoF � ,, �- - _ -� - -- -� _ � I�, DRAINAGE AREA = 2.5 AC �, , q�T �C `� `�,`� � �o o� , o _ _ -- --- - - % ►N�� ;, oCle�yEoo�� ,�� ,�� DESIG FREQUE CY = 50 YRS - - - - - - - - - - - - - - - - - - - - - - - - - -- - � � � �'�� ,,,; �! , S ��,�� ''��, R 0 8��' � i i �� , ,� , ,� � _ _ _�_ _� _ .__ _ �_ � __ � //. � _ _ _ _ __ _ _ _ _ _ _ _ _ � _ � _ _i_ - - - -- - - - - - - - DESIGN DISCHARGE = 0 CFS -� - - - - - - - - _ _ _ _ _ _ - - - ----- _ _ _ _ 33H - � � DESIGN HW ELEVATION = 307.46 FT I I I , , � DOCUMENT NOT CONSIDERED FINAL l00 YEAR DISCHARGE _ 12.0 CFS __ _ UNLESS ALL SIGNATURES COMPLETED - - - _ _ BEGI SPECIAL - - _ - - - _ _ _ - u-. _ _ -� -� I � i � i i � i TlE EQUALITYo l00 YEAR Hy� ELEVATION = 307.56 FT � i �� -L - Sta. 114+53.84 = p�/ERTOPPING FREQUENCY = �100 YR ��T CH GRADE LT _ i -ii -- - - -ii ._ _ i - -y7- Stoa 24+84.44 = 48.0 CFS -L - STA 118+00 - - -- - - - � - - - � _ ii VC = 240' - i_ i_ 3 3 O OVERTOPPING DISCHARGE ELEV = 3/9.65 Pl = l2/ +70 00 _ ___ � i �� 3 3 0 i � i i � i i ELEV = 3/7.9/' O � J i • . ! � � � i � � OVERTOPPING ELEVATION = 3/6.56 FT o� o, =�i � - i�- - EL = 3/4.18' � � o� � i � _�_ -� - -�- -� _ _ i i i _ _ _ _ _ rn � � o � ;r _._ _ _ K = /67 -� _ �- � \ - -f - �� i i i i, � Q''� N� i �' �; DS = 60 � �'� i _ _ _._ _ - -. _-_ i_ _ - - - - - - - - - _ - _ �-, _ _. _ � �� - __ � � - �j - - - - - - - -� - � - J � - _. 3 2 2 �_ � PROPOSED GRADE _ - v� � Q � W N W � 3 2 2 � - - - - � , � � � J � �� o ! _ _ _ _ i cn _� � f -J0.52% - - _ . . �-J2.9 �' �u � i _ _._ _ _ _ _ _ - -' _ _ c,� _ _ , � . _ 0% � , �, { � � i ` --___ �_� � �W � � i � � i i - i _:i i � � 2 5� l -10.52% - - � - 314 � � � � � � �� __-----__ --, � �-�i.96% � ! '� 314 � �� _ , e i- �--� _� _ -- - -� � � �' �- �� - ---- - --- - -- - -i � � � _ - _ _ - • , , , �5.8� j � - _ i_ i_ _- --_ -��. � _�_ i - --r- - � ��c- - - - - ' _ - - _i i - � - - - - _ ' � • - , i i i i I i--i � i � i .- � � ' _ -� �_ - - - - � � � . - - - - - - - - - _ � � � � � \ - .\ I ♦ o � � '� / - � � 3 0 6 � � - � , -��0:94 y �_ EX/ST /NG GROUND PIPE HYDRAULIC DAT A - - `, �-�2•43� ,, � 3 0 6 � . ` �� - -.- � _ ; _ _: _ : . i _. . .I. _ ..-.I . .. . : .-. . ... . . ..:.. . .-.I . . . .. - . , . -. . ..-. .- '_ ' _ _ ' _ i . " i-" . I- , L � �� „ » 02 � 022 30" RCP i i i � � � i ii _I _ _ . _ _i i _- , _ . _ � - � . 24 RCP l INLET LOCAT lON) - -- -- -- - - - - - _ J . _I _ i . _ _- _i -- --._ _� _ _ -----._ _� _ i _ ___. - _ E D SPECIAL DRAINAGE AREA = 6.2 AC _ _ - -- -- _ _ _ ___ _ „ o , - - - -�--- - - - -�- 2 9 8 � i �- �-- !_ __ � ___ _ DITCH GRADE LT i i i i DESIGN FREQUENCY = 50 YRS 30 RCP * oo -__ _ i _ � _ � -_ ! 2 9 8 -L - ST A ll5 +39 = -L - ST A ll6 +00 DESIGN DISCHARGE = 3/.l CFS I \� , i_ � i �': i i -Y7- ST A 23+75 LT _ ELEV = 305.68' _ _ DESIG ELE AT l0 = 308.13 FT i N rr� _ i __ �_ � � ELEV = 306.26' i l00 YEAR DISCHARGE N = 32.9 CFS -BL - 32 'i i Q � - - _ l00 YEAR = _ , i _ -_ _ SEE SHEET NO. 10 AND 11 FOR -L- PLAN - --, _ _ _ Hy�l ELEV AT lON 308.25 FT _ _ _ . _ _�; � � _ _ i _ _ _ i_ �i _ , I -- -- ELEV ST A306 8 4.42 OFF 14.87 RT � � Z 9 O ,_ ___ __ _ _ _ OV ERT OPPING FREQUENCY =� l00 YRS ,- -- J� E D SPECIAL i � _ � i Z 9 O _ _ il_ _ _ _ _ _ � 59.8 CFS ! � DITCH GRADE LT - _ _ _.r ' -L- SR 3127 (MCCRIMMON PARKWAY) __ _ _ _ _ __ __ oVERroPP�NG D�ScHARGE _ _ _ ; _ i_ i i --- OV ERT OPP/NG ELEV AT /ON = 3//.50 FT i� -L - ST A/2/ +87 li � - - - - - - - i I ELEV = 305.10' - - 113 114 115 116 117 118 119 120 121 122 123 � -BL - 3/ i i � i - - - -L - ST A l26 +59e54 OFF 13e33' RT ' ' - - - -- - - _ _ - - - _ _ _ _ _ _. - ELEV - 3/4,29' 338 , _ . _� _ � _ _� _ _ _ - - - - - - _ -- -- - -- - - - - -- _ _ _ � . _ -� � � � - , - , . 338 i_ i_ _i _ __ ___l _i . __ _ __ __ _ _ _ _ __ _ _ iiii�ii�i �iiiiii�i �ii�iiiii,i ii �! -- -- - -i. _ _ i_ � r � BEGI SPECIAL i i - �- -�- --�- -� - -- - - - - � . - - - - - - - . _ � _ -� - - _I � � ' DITCH GRADE LT � � � � � - -- -- - --. _i _ __ -� - STA l25 +00 'i -- - - ,, - - - - -- - - --- i- - -gL - l0 - - - - - i- - - , � i_ � � _ i_ i � _ , o - _ , -L - STA 129+60 � _ , . _ _� _ � _ � i - � - -� 3 3 0 - � � -- -i- -i - -- - i ELEV - 3/9.50 i - -i * � - - - � -- - i - - - ELEV = 298.20' ii -- , L - ST A l30 +84.47 OFF 46042 LT r , � i - � i 3 3 0 - _-i; ,, ELEV = 300.06' � - - - - - I . _ N � _ _. o _ SEE -YB- PROFILE ! - _ _ _ - - - - - -- _ _ FOR CONT INUAT lON _ i _ �_ � _ _ _�_ � _ �__ __ _ -�-- - - _ �__ _ ___ _ _ _ _ - - - -_ Q � _ _ __ � � __ - - - -- OF DITCH ��_ - -- _� __ � -f- - - - - - - � �� r� TlE EQUALITYe _I _- _ __ ' _ 322 � - -_ _ . _ � v� � _ �v � - � --- _ _ � ��_- _ . -L- Staa /30+23.53 _ � . i __ _- , ! _ � 322 --�_ _� _ EXISTING GROUND � - ,, �u -�- - - -�� „ . ___ _ _ _ _ _ _ J -i i_i _�-� i _ SR-3/27 (MCCRIMMON PKWY) _ _ - - - _ _ -- - - _ _ , � � -----_.. �-J1.50% � � - - � - - -- - � - - + -- - - -.________ L Sta.l30 23.53 - i--�-i-I--��--�i-�� _ _- - - - - . . _ _ _ �_ J -� � � - - o � � �i SR-3084 (EVANS RD) _ -- - - - - - 314 � - - - - - - - - - - - - - - - - - _ _ _._`'�/p� �,�u _ _ . � _ -Y8 Stae25f30e55 --�- - - - - - 314 - �._ _ i i � i i i �----____ ____-- ��---. �� N� o, !-- ELEV = 298.58' ��I � � I � _ _ _ _ __ _ __ _ _ � - � � O i _. i__ � ., ---- , � PROPOSED GRADE _ _ - Q � � � � � � . i - __ ' � ` ` . �, J6.O e -- � � N � il-- BEG/N OVERLAY - - _ . . _ . o Oi W � -L- Sta. 130+45.96 ' � � �_ � �-J1.96/ w i i i i � i i 7 -- �� -; � � N �i . � � ' � ELEV = 298.90 - � i � � _ . �' �u �' - - •, � 3 0 � . , _. ,, ,� � � '� � �' � � ' � � �' �, 3 0 i i �.'��6, � � � iiiiiiijiii�i � � _� ' `J� J �I . �� i i � � 298 ' �-�i.8si ` :: : ,-- _____________ 298 PIPE HYDRAULIC DAT A '• � --- - - _ _ _ - - _ _ _ _ . > > > � 30" RCP 30" RCP - - - _ . _ � i � i i O llIVLET � , �-J2.7 °'-- i DRAI AGE AREA = 4.7 AC LOCAT IONI l+�22.00% � � 5/ N 2 9 0 ; i i i i i i i � DESIGN FREQUEI�I CY = 50 YRS � Pl = l29 +00.00 BEGI SPECIAL i i i i i i i ' i i . 2 9 0 - 2/.0 CFS _ , DESIGN DISCHARGE EL - 299.87 DITCH GRADE LT � ' DESIGN Hy� ELEV AT �ON = 299.35 FT � � i � . l00 YEAR DISCHARGE = 22.0 CFS _ -L- STA l3/+50 2 82 � l00 YEAR HW ELEVATION = 298.42 FT ELEV = 297.50' , END GRADE 2 82 i � OVERTOPPING FREQUENCY =� l00 YRS -L- Sta. 129 + 93.41 i � - OVERTOPPING DISCHARGE = 47.8 CFS ELEV = 298.13' � � � � � � � � � � � I - ' � ' � ' 'i OVERTOPPING ELEVATION = 300.70 FT � � i 2 74 i i _ i ; SEE SHEET NO. 11 AND 12 FOR -L- PLAN i . 2 74 i i i i i i i ' -L- SR 3127 (MCCRIMMON PARKWAY) 123 124 125 126 127 128 129 130 131 132 133 0 0 N 0 0 0 � � Q � � � � O N \ � � PROJECT REFERENCE NO. SHEET NO. i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i U -5828 2/ I I I I ■ _ I_ _ _._ _I - . _ _ - _ -I -�-- - - _- _ - - - - --- - - _ - _ - _ - _ - _._ _ __ _ _ _ _ _.-- - - - - - - -- - - - - -- - - - - - ----- -- - RO EN IGN ENGI �� DW Y DE 330 I � � orn GINEER NEER �— --_ —� ----._ - _ _ _ -- — --- ----- — — -- -- -- — —_ __ _ _ _ _._ __ _ _ _ _ — -- -- —_ _ _— -- — — — ----- -- - �R�li �ROIi ��,, � � � � ,,,,, � � � ,,�� C Q ��%, ,, �� C Q '� � � i � I � I I P.O. BOX 33068 ��pFESS%pN�!�q% ��o�pFESS%p�;�!�,q =, = �� SEAL ��o - = �� SEAL i II � � I � _ _ _I _ — — — — — -- _ _. _ __ _ _ _ _ RALEIGH, N.C. 27636-3068 � — � _ � 029876 a� _ _�� 026480 00��, 322 � � '� � � � �� - - , � � � � � �; � FNc � ty�.�-� ��,`�� FNc � e�y�.�-� �� -- -- -- -- — _ _ _-- --- --__._ __ _ ____ _ _.___ ___ ____ _ ___ ___--- —— ----- — ---- --- � —� �� , ''%�yE� S. �� '�� ROB�� i i i i i ��,�� ,�,�� ,,�� ,��, � _ _ __ � — �-- � � - - — — -- — — — — --- -- — — — — — — - - —�- — � 314 -� _ _ _ _r -,- - -- - - - - - - -- - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ �- � DOCUMENT NOT CONSIDERED FINAL -� - - _ _ . _ _ _ __ - - -. _ - - - - - - - - - -- - - - - I i I I I I I I I I I i I I ' � I I ' I I I I I - -- -- - - --- _ _ -- - --- - --- - - - -- - - _ -- -- - - - -- --- - - --- - --- - - -._ _ _ - - - - __ _ - - - __,_ _ -_ _ _ _ _. 306 i �i i � i i i i i i i i i i i i � � ��i � i �i 306 � � � �� i � . _�_ —� — —�— —� _ _ _�_ _ _ _._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , i,_ -- — _ _ _ _ _ _ � - —� _ �— —�_ _ _ �— —f- . _ _ - - - - - _ _ __ _ _ _ _ _ _ __ _ _ - - - -- - _ _ __ i i i i � - - -�_ - - � -!-- - -- - _ - - - - - - END PROJECT I! - - - - : _ _ _�_ _ _ _._ _ _ _ _ i _ i � � i i i i 2 9$ � END CONSTRUCTION - i 2 9$ � ___ ,, END MILLING FOR KEY-IN i i _. _ __ _. _ _ ._ _ _ _ _._ _ _ _ _. _ _ _ _ _ _. END OVERLAY �- _._ _ _ -- - _ __ __ _ _ _ _ _ __ _._ _ _ _ _ _ _ - - _ _ _- - _ _ _ _ _ i _ --'----__ �, -L-Sta.140+75.00 � i i � i i � �� i i _ _ _ � - OVERLAY GRADE - i - ' - i . - -- - - - ' ELEV = 284.88' - - - - �- - - I 290 i - - -� ------ -- � � i � � 290 ; �, r-�o4o� ; _ _ _ _ � . -- - _ � � , BEGIN MILLING FOR KEY-IN �- --ii -� o - --�- � - - �-14.28d - - -- - - --- - - _L- Sta. 140+25.00 � �i- -�-- - � _ - . i -i- i - * o I - - - - � ' - � _ ELEV = 284. 58' _ - - - - - - - � � 1- � —�1.62/ - - _ — — — _ -1—��—f�T�,�—�i- _ � N _ . EX/ST lNG GROUND ° 2 82 Q Dl � H GRA E LT - �1 — — --- -- � 2 82 i_ 1_ __ I� n I _ � _ _ � _ _ � i, � _ - - - - � i � � i i � I i I i I i � i I !�' EXIST lNG GROUND - v� � L- ST A 134+00 � BEGI SPECIAL L- ST A 137+00 LT , ; -; - � J ;- ; - ELEV = 29/.80' !-- -- - - - � DITCH GRADE LT ELEV = 286.62' E D SPECIAL - - - -- -- -- - - - - - - - - -- _ i� _ _i_ �-- --._ � _ � W _ _ __ ___ _ ___ _ - __ _ DITCH GRADE LT _ _ _ _ - --- -- _ _ _ ___ _ _ _ __ ___� L- STA 136+50 � � _ � _ -- - - - ELEV = 288.62' �i - - � -L - STA l38 +07 - - - - - - - - -- -- -�i -BL - l2 _ I - -I 2 74 274 � i i- i i i � i i i i i i i l � l i i i i i i i i i i i� ELEV = 285.00' '' ! ', -L- STA /43+37a89 0FF 27e30' LT � _ _ _� _ � - - i � i �� i i , ELEV = 288e59' _� �. - - - - - - �- - - - - - - - - -- i _ _ _____ _ _ __ ___._ , _ ___ ___ � - - i_ __ ___i_ - ___ _ _ - - - - _ - St 25 OFF 32 66 RT - - - - - --- - - - ��- . _ L // 2 6 6 '- " -- - - -- -- - -- L a. l38 f59. . ' _ __ _ _ _ _ __ _ _ SEE SHEET NO. 12 AND 13 FOR -L- PLAN 2 6 6 -- -- -- - -- - -- -- -- -- - -- -- -- -- - -- , , ELEV = 284.72' _ _ _ ._ _� _ __ _ _ _ _� _ _ __ _ __ _ _ _ _ __ - - - -- - - - - - - - - - - - - - -- - - - --- - - _ _ _ _ - - ._ -� _ , _ . - -- - _ . _ __ _ _ - -- -- - - - - -- _ _ _ - -- L SR 3084 (EVANS ROAD) � � - - _ _ . _ __ _ _. _ _ _ _ — — — +i �—i—�+�I--i—� i i N—H—i—i—i�+H—�—I�—H+�i+��l— — — 133 134 135 136 137 138 139 140 141 142 143 � ,�� _ VC l20' , �i�� ii; _ i _ _ ii -- - � � _ . , I_ I � -- - - - - _ - - - - _ , _ _ _ _ _. Pl = 20+30.00 ' ' ' ' ' EL= 326.03' VC=200' --- - - --- _ -- -- � � , � � - . - -- - - - - -- - - - - - !- - i_ _� _ __ K 47 _ _ _ __ _ _ _ __ __ _ _ _ _ __ i �_ __ i __ : _ _�i. _ � _ i_ � = o � Pl = 2/+95.00 . , - {- -�- � DS = 40 Q � - - - - - � . - - - - - - - - - - - - - - - - - -- - - - - _ I_ _ . _ � _ -� - - _I , � o. EL = 3/9.6/' � � � � - -- -- ,- rn K = 69 �, -- - - -- - - - - - - - - -- - - - - - - - - -- - - , _ _ _ _ _ _ , - o� i - �- i 1_ +� _ �� _ _ - - - - - - _ _ i � i i �� i i � � �i � � � N,,, ��? - - � DS = 40 - - o<o _ - - - - �.- - - - - - - - - - - - - - __ - - - � r � � � � o � � N - !i � °0 _ I I--I-� I - I - , _ � �� - - - - - _ _ _ _ _ _ _ - - _ _ _ -- - l � N �i _ ___ _ _ _ _ _ _ - -- - - N �' - -_ _i END CONSTRUCTION _ TlE EQUALITY: - - -- - ___ _ __ _ _ __ _ __ � _i_ _ � - �- _ -i-- _i _ i__ i _ _ - _ _ . _. _.i_ _ _ _ _. _ -�- � �W o� 3 3 0 � � __ � ' �`' _ _ � _ _ �i END GRADE -- - -L - Stae ll4 +53e84 = � - ! -- -- - I- 3 3 0 _ � - -_ _ _ _ . _ __ l _ _ . ___ _ _ _ __ ; _ _ . ' ' -Y7- Sta. 24+44.30 -Y7- Stoe 24+84e44 � : � : � ' � '- -- � _ j ---H- - � - - -- _ _ _ ._ _ � ��i-H-�� ELEV = 317.12' _ _ ELEV = 3/7.9/' � _ - --- - _ _ _ _ _ _ ._ _ _ _ -- - - - �_ _ _ _i ---- �-�/.34% _ _ - - -- - - -- - - - - � �� , _ _ '�3.8gj �-__ - _ _ - - - - - - - -- - - - -- _ _ - - - -- - PROPOSED 32 2 ' _i- -r- � - ` � i �� '� i_ _ -� _ � � - - �- ' ' 32 2 � END MILLING FOR KEY-IN �� GRADE � _ _ �i_ _ _ _ -Y7- Sta. 19+81.30 �_ � � � ' _ _._ _ __ _ _ . ___ _ __ ___._ _- - � � ___ __�i _ _�i _ _ _ �i _ � 1389% _ _ , . _. -- _ -- -- -- -- -- — — — - - - ELEV = 6. 67 � • � ( -1/.00% - - - � i _ PROPOSED GRADE !� � ' �� f -1/.00% ( +)1.97`� , � i � _ 314 � � aE�i SPECIAL �';�` �-�-N-r-�!�!- � ` � ,,' � � ' � � � � � 314 i BEGIN CONSTRUCT/ON � � - �� i BEGIN GRADE D I T C H G R A D E L T � ° i i i i _ � � � —Y7— STA 22+00 � �. / '~ �� %___---'" _ i BEGIN MILLING FOR KEY-IN _ , � , J83p�, ,� +�4.80 _ ELEV - 3/8.94 � � � � -Y7- Sta. 19 +45. 00 I �, _ .� - -�'. , � � � � - - - - - - - _ 306 � ELEV = 327.17' � � ; .(-)0.94% � � � - - _ i � EX/STING GROUND � - - - EX/ST/ G ---- ---- -- � � i 3O6 30 RCP ,, N i � i GROUND ATl � � ' E D SPECIAL PIPE HYDR ULIC D T (INLET � � i � i �40� 30' RCP LOC ON * s> � i i , i i I i � • DITCH GRADE RT � 2 9 8 i i i i i i i DRAIII/AGE AREA = 6.4 AC ' Q ro � -Y7- ST A 24+00 ', i i i i i i i i i i . 2 9 8 i � DESIGN FREQUENCY = 50 YRS � �� ELEV - 3/2.30 i I I DESIGN DISCHARGE = 3/.0 CFS � END SPECIAL � , DESIGN HW ELEV AT lON = 3/0.52 FT �� DlT CH GRADE LT ; 2 9 O l00 YEAR DISCHARGE = 33.0 CFS � -Y7- STA 23+75 ' 290 � � l00 YEAR HW ELEVAT�ON = 3/0.65 FT BE�I SPECIAL ELEV = 306.26' i � _ - � l00 YR SEE -L - PROFILE � i � i � OV ERT OPPING FREQUENCY _ _ DlT CH GRADE RT FOR CO T l UAT l0 ' ' � OVERTOPPING DISCHARGE 78.0 CFS -Y7 STA 23+00 N N N 2$ Z i i - i OV ERT OPPIN� ELEV AT lON = 3/8.00 FT ELEV = 307.50' OF DlT CH i� SEE SHEET NO. 10 AND 14 FOR -Y7- PLAN i . 2$ 2 i i i i � i ', -Y7- SOUTHPORT DRI VE ��-. - � -�-. �T, - i I-I I I i I_I-N-I I i I I i I I i. � I I i I I i I I i_�I i I I I I I I i N� �- .�- -T �- -�--, -T . -�--,- --T �- -�--, -T �- -�- - -T -�--,- - � . 19 20 21 22 23 24 25 26 27 28 29 0 0 N 0 0 � 0 � � Q � � � 0 N \ � � PROJECT REFERENCE NO. SHEET NO. i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i U-5828 22 -I- _ _._ _I - .-_ _ - _ -I -�-- - - _- _ - - - - --- - - _ - _ - _ - _ - _._ _ -_ _ _ _ _ _. __ - - - - - - - - - - - - - - - - - - - --- - -- - RO ENGINEER IGN NGINEER � ADWAY DES ITYDRAULICS � I � � orn E �— --_ —�— ----._ - _ _ _ -- — --- ----- — — -- -- -- — —_ __ _ _ _ _._ __ _ _ _ _ — -- -- —_ _ _— -- — — — ----- -- - �R�li �ROIi ��,, � � � � ,,,,, � � � ,,,�� C Q ''%,, ,,� �`�� C Q % � � � �o�� oFEssio��%y,�% �o�� oFEssio �!yq ' , � i I I I I I P.O. BOX 33068 � � Q� N � Q`� � = i i � � i � � -� SEAL ��o = _� SEAL — RALEIGH, N.C. 27636-3068 = � - � - I __ __. _ __ _ _ _ _ � - � — � 029876 �� = =�� 026480 0 ��_ � �� i � i � i � � � � � � � � � � � � � � � � � - � ; � '�� o�� ' � ,, -- -- -- -- - _ _ _ -- --- --_ _._ _ _ _ _._ __ _ _._ __ _ _ _. __ __ _ _ _ _ _ __ --- - - --- -- - -- -- -- - /� �, qj� �� NC I ty�.� ��,`?,,� ',�'`oNC I �y�.� �p�,; � � � � � , /- _� � ,, r��, , �oo � ; . I I �< � � ��.. �/� a R � �� \ ��/IIII�1�1AAAA ��//IIII�I�AAAAA� I I I I I . I _. .— . _..— .. � � . .. _�— . — ..—'— — —. . .. ..— — '— —"-- '— — —. . .— — — '_' — "—' — -- _ -- — — — — _-- — — — _ — — —_ _ _ — — -- — — — — — ----- _— — — — — _ — ' _ _ —_ — — — -- . .. —.. .— — — . . — . .. . . . . ... . .. . . . . .. . . . . .. . . .. .. I .. . � . .. . . i . � � __ _ _ _ � - - ` _ - -_ .- ° -- - _- - - - DOCUMENT NOT CONSIDERED FINAL � �� UNLESS ALL SIGNATURES COMPLETED BEGIN CONSTRUCTION _ _. _ __ _ _ _. _ _ _ _ _i T lE EQUALITYe _ _ _ _ _ - -- - - _ _ _ - -. - - - - ' � -Y7- POT Stae IO+OOv00= BEGING MILLING FOR KEY-IN i i i � i_. Y8 - POC Sta, l3.17e49 -- - . _ _ BEG/N OVERLAY - - - -- -- - - - - - - -- - - - - ._ _ _ - - - - _ _ _ - - - _ _ -- � i _ii - _ _ __ _ ___ _ Y8 Sta. 16+00.00 I�i _ _ _i I - i_ I_ 3 3 0 i � ELEV - 320.72 , i � � � i �i i i � i i�i � 'i i 3 3 � � �- � �-u ELEV = 315J9 i . _ i i i _ _ _ � _. _ _ _ ._ _ � _ _ _ _ _. _ _ _. _ _ � i _ � _�._ _ _ � _f _ . i i i i i i ' - - - !-- END MILLING FOR KEY-IN --- - - - - ' - - -' - - -- - - - - i _ - -- - _ - -- - - - - _ _ _ _ _ - - --- - _ _ __ _ - - -- _ _ _ _ _ 3 2 2 . i. v. -Y8- Sta. 16 + 50. 00 � i � � i 3 Z 2 i_ - - - _ _ � � ELEV = 314.99' ; ' _ - _ - _ _ __ _ _ __ __ _ _ _ _ _ __ -- - - -- -- - -- -- -- - -- -- - - - - - - - -- - - - _ _ _ _ � _ _ _ _ ____ _ i i � i i ' � � ____ ___ I I i i �� i l � l � l i i l I I I I I I I I I - - - - . � � � � - -- - - - - - - - - - -- - - - _ , _ � _ . _. �- � _ f. 314 i � i � i i i � - � � � � � � OV ERLAY GRADE i i i I I �- - _ i �, 314 i I i I I i i ''' i I i i I i � - --- -- - -- - --. _ -- - - ---- -._ ---- - -- - - - --- _ __ - - -_ --- I-- - - -- -I- i I � I i � i � I i I _�_ - --r_ __ - - -- - - - - - - - - - - - i i i - - - - - _ . - - - -�- - - -�- -I - - - - - - _ — — — — —rr—i—r—N�—ri N—r _ _ � 306 - - - - � --------------------------- 306 ------- � _ i _ __ _ i __ ; i _ � _ _ - - - - - - - EX/ST/NG GROUND _________________ _ �_ . _- - - _ _� __ ; _ - -- -- -- - - - -- - -- -- - - - -- - - - - -- - - i_ ' - ' - - _ - -- - -- � �� -J2.06 , �---------------------- _ _� _i - --._ _� _ - - ---._ _� i _ ---- -- --- - ___ _ __ _ -- ----- - - -- - - - - - - - - --- - - - - -- -- - - - --- -- - - - - - - -�- , - - - _ 298 , ; �- � � _�_ � - - -- - - -- - - - -- - - - - - - - - - --' .- - - - - -, - - � - - - - - -- -- � � � � � � � ; --""-------- _ � 298 - - -� - - � - �- - _ - - - � � � �� --�- -�- - - - - - - - - - - - -- - - - - -- _ -�-- � - - i_ _ __ ___i_ - ___ _ _ _ _ ___ _ _ _ __ --- - - --- - - - _BL- 27 /TCH GRADE RT - - - --- - - ! . . , _ i_ �i- � BEGI SPECIAL 2 9 0 � � D ---_- SEE SHEET NO. 15 -Y8- PLAN _-- -.- 2 9 � _ __ _ _ __ __ . - -- -- -- -- - -- - -- -- -- - - -- -- - - � , , -Y8 - ST A/8 +56.56 OFF 29.55' LT -Y8 - ST A l9 +00 � i _ _ �_ _� _ __ _ _ _ _� — — __ _ __ _ _ _ _ __ _ _ _ __ _ _ _ _ _ _ _ ; — 3/0.85' — ELEV = 307.99' - — - --- _y8— SR 1002 VIATION PARKWA ELEV r � � _ (A Y) _ _ _ . _ _ _ , _ . _ -- - �i_ — — — — - — — ��—�+�i--��H—, — — � 13 14 15 16 17 18 19 20 21 22 23 � � _� _ _ _ _ __ - - - - -- - i _ _ � -- , _ _ _ _ _ 330 , _ _� _� ._ _ _� __ ._ _ -- - -- - - -- - --- --- - - --- _ -- --- -- - - - - -- -;_ - , -, , , - ,- , �- - �_ � _ , _r � __ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ __ � �_ __ � __ : _ _� - - �- _� __ ___ � _ �- -�- --�- -� - --- - _- -- - - --- - - - - - - ---�.- - - ---- -- - - -- - --- _�__ � _� _ _� � � � -- - -- - � .- � - - - -- -- - -- _�_ -- - -- - - - - -- -- - --- ---- - -- - - - ---- -- _ _ - - -- �- - - 32 2 ' - '- -r- ! - --�- -�- � - - - - - - -- - - - - _ - - - - - - - _- --- - _- -- - - --- - - - - � � � � � � � _ - - - - I .- - - - - - - - � r � I � - - _ _ _ - -. _ - - - - - - _ � _ _ _ _ I � -I _ _ . _ _ _ - - - -- _ _ -- TlE EQUALITYa - _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _. � _ _ _�_ _� _ .__ __ -�-- - - _ _ _ -L- Sta.130+23e53 _ _ _ __ _ _ _ _ _ ___ _ __ _ ! ! � � _ __ __. -f- - - 314 . .i� _- _ __ _ i� _- ; __ - - _ SR-3/27 lti1CCRlti1N10/V PKWY) _ _ . _ _ ____ _ _ _ _ ___ _ __ . _ - - - - - - - ! __; _- , 1 _ - '-- - - _ _� -- - _ _ _� _ _ _ _ _ _ _ -L - Sta. l30 +23e53 -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _ _ _ _. _ _ ._ _ _ END CONSTRUCTION _; _ _-- - _ _ � _ _ SR-3084 IEVANS RD) _ _ _ _ _ _ I _ _ __ _ _ _ _ _ _ _ __ END MILLING FOR KEY-IN _ _ - -Y8 - Stoe 25 +30.55 END OVERLAY ELEV = 298e58' �- - - ta. 32 + 00, 00 -- - Y 306 � - � ! i -� - �- - - - - - - - - - � .- - - - - - - - - - - - - -- ELEV = 292.17' i i _ _ �_ i i __ _ � � � � � � � OVERLAY GRADE � � ___._ _ _ _ _. _ _ _ � _ _ __ _ _ .�� i_ � i i _�i _ i_ - -- - _ _ _ __ _ _ _ __, __ - - -- -- - - -- - _ - _ _ - _ _ _ - -- i � � BEGIN M/LL/NG FOR KEY-IN , i i - 2 9 8 --- _ -Y8- Sta. 31 + 50. 00 ___ - OVERLAY GRADE �i . i """----- , ELEV = 292.51 i i i - i , i --- _. i i � i i i i � �i - jIIIIIiIIIIIii � � i � � � � i i I � i EX/ST/NG GROUND ;� � �� _ _ _ _ _ _ _ _ _ 290 _ --------------------------- --- ------ _- _- __— __ _ �-�i.o8i------------------------------ � i END SPECIAL , BEGI SPECIAL .. EX/STING GROUND i i i i DITCH GRADE RT DITCH GRADE RT -Y8 - ST A 23+75 'i _ . 2 82 � � , -YB- STA 26+50 ; ; , , �� ELEV = 298.20 �� ELEV = 290.00' � � � , � �� , � � � � �� . SEE -L - PROFILE � � �. FOR CONT INUAT lON � � . OF DITCH � 2 74 � � -�8- S�A 34+67027 OFF 36060' RT i � � � E D SPECIAL ELEV = 290084' , DITCH GRADE RT i � i i � i -YB- STA 29+00 ' i. 2 6 6 i i _ i i ELEV = 287.3/' - SEE SHEET NO. 11 AND 16 FOR -Y8- PLAN i . i i i i i i i -Y8- SR 1002 (AVIATION PARKINAY) 23 24 25 26 27 28 29 30 31 32 33 � N � � �"I'.�� "I'I��: C�)I�� \�C�)I'�"I'I—I � �.�� I'<<�)I. I \� .-� II> I � ' I � I ��) \� ��> I �� I—I I � I� I—I ��' . �� " � ��1 o� o�� `P�P / h � ;�� BEGIN �� PROJ ECT � � � � � c � 0 z c� � rn rn � � ` i � I�GG . � \, � /�'�I — . 2�� ' � I � � � � c-� �• ! � I = . � J'� _ I � I!�%R�ISV�LLE � — TOlVOF I � `�' �ARY • ` � . J ' ` � '� �. • � :� � � --- � � �-.-..-.--...� � , � 40 END PROJ ECT � ��:1: � G � -� 111. C.D.O. T. WORK ZONE TRAFFIC COIVTROL � o F - p I561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 2 76 9 9-1561 �� NORr�y �� 750 N. GREENFIELD PARKWAY, GARNER, 11iC 27529 (DELIVERY) ,�5 oF c�\!y �^ d� _ _ I ' ,�N� PHONE: (919) 773-2800 FAX: (919) 771-2745 � �`� �o� �,� ��:� :,�, 0 �- — O e- � cn ��:�. � �"�'��` ��°�� ,. J. S. B 0 U R N E P. E. � � . � STATE TRAFFIC MANAGEMEIVT E11tGI11tEER � � � � �a �� o DAVID BISSETTE P.E. ZI�' �� ` ��,��; � TRAFFIC CONTROL PROJECT E11lGINEER � ° °�o o � �� TRAFFIC C0IVTROL PROJECT DESIGIV E1�GI11tEER ��'Fti� sQo�� WORK Z01VE SAFETY F� MOBILITY p�F TR `G L "from the MOUNTAINS to the COAST" TRAFFIC C011lTROL DESIG11l ENGI11tEER rRAFF I1�lDEX OF SHEE TS SHEET N0. TMP-1 TMP-1A TMP-1B TMP-2 TMP-3 THRU TMP-6 TMP-7 THRU TMP-11 TMP-12 THRU TMP-17 MATT WEST. P.E. TITLE TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, AND LEGEND GENERAL NOTES AND LOCAL NOTES TEMPORARY TRAFFIC CONTROL PHASING TEMPORARY TRAFFIC CONTROL PHASE I DETAIL TEMPORARY TRAFFIC CONTROL PHASE II DETAIL TEMPORARY TRAFFIC CONTROL PHASE III DETAIL 1 1/ 28 / 16 DATE SUBMITTED SUBMITTAL: � STAGING CONCEPT � MIDPOINT � PRE-FINAL �X FINAL ■ im e >>> orn TRAFFIC C0IVTROL PROJECT ENGI11tEER DAVID SHINBARA, P. E.(VA) TRAFFIC C011lTROL PROJECT DESIG11l E1VGI11tEER CALEB LOWMAN, E. I. TRAFFIC C011tTROL DESIG11l E11tGI11tEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPR O VED: DA TE: SEAL �� e TMP-1 • � ROAD WA Y STA1�lDARD DRA WI1�GS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1 101 . 01 1101.02 1101 .11 1110.01 1110.02 1130.01 1135.01 1145.01 1150.01 1180.01 1205.01 1205.02 1205.04 1205.05 1205.06 1205.08 1250.01 1251 .01 TITLE WORK ZONE ADVANCE WARNING SIGNS TEMPORARY LANE CLOSURES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUM CONES BARRICADES FLAGGING DEVICES SKINNY-DRUM PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - LANE DROPS PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES RAISED PAVEMENT MARKERS - INSTALLATION SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY LE GE1�D GENERAL � DIRECTION OF TRAFFIC FLOW �� DIRECTION OF PEDESTRIAN TRAFFIC FLOW --------• EXIST. PVMT. NORTH ARROW PROPOSED PVMT. TEMP. SHORING (LOCATION PURPOSES ONLY) i i WEDGING WORK AREA �, REMOVAL SIGNALS _, 4�1 ;�;EXISTING F"'� �.._� � � -��-� � ❑ PAVEMENT MARKINGS EXISTING LINES TEMPORARY LINES � ❑ '�''' ❑ � TEMPORARY PAVEMENT MARKING PAVEMENT MARKING LINES PA - PAINT (4" WHITE, 2X) EDGELINE PB - PAINT (4" YELLOW, 2X) EDGELINE PC - PAINT (4" WHITE, 2X) 10' SKIP PD - PAINT (4" WHITE, 2X) 3' X 9' MINISKIP PE - PAINT (4" WHITE, 2X) SOLID LANE LINE P2 - PAINT (24" WHITE, 2X) STOP BAR P9 - PAINT (4" YELLOW, 2X) 2' X 6' MINISKIP PAVEMENT MARKING SYMBOLS QA - PAINT 2X (LEFT TURN ARROW) QB - PAINT 2X (RIGHT TURN ARROW) QC - PAINT 2X (STRAIGHT ARROW) TRAFFIC CONTROL DEVICES BARRICADE (TYPE III) CONE DRUM 0 SKINNY DRUM O TUBULAR MARKER TEMPORARY CRASH CUSHION FLASHING ARROW BOARD FLAGGER LAW ENFORCEMENT TRUCK MOUNTED ATTENUATOR (TMA) CHANGEABLE MESSAGE SIGN TEMPORARY SIGNING IQ PORTABLE SIGN � STATIONARY SIGN p STATIONARY OR PORTABLE SIGN PAVEMENT MARKERS � CRYSTAL/CRYSTAL � CRYSTAL/RED ♦ YELLOW/YELLOW PAVEMENT MARKING SYMBOLS � ('1 PAVEMENT MARKING SYMBOLS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ON O F �y/G s� F NORT/y ti � `;��G O C9 p '9 •�- 4 �� . t!� � 2 �� ZS 0 �m o� o � ��° � �� oe� 2 ti N P GO �� R� S �F rRa,FF`�' ROADWAY DRAWINGS STANDARD & LEGEND a � m � � � � � 4 � 0 0 0 N 0 � N � � .� � � � � � c 0 � 0 Q 0 � � � a � Q � N � Q z � � � � � � c 0 � ; � � r � 0 � � � 0 � 0 E � ,� U � � 0 � 0 N 0 0 � 0 0 � � Q � Y � N � � GEI�ERAL 1�0 TES CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETA/LS, AND ROADWAY DETA/LS ARE NOT ATTAINABLE TO MEET FIELD CONDIT/ONS OR RESULT IN DUPL/CATE OR UNDES/RED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS D/RECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR D/RECTED BY THE ENGINEER. TIME RESTRICTIONS A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: ROAD NAME AVIATION PARKWAY (SR 1002) A/RPORT BOULEVARD (SR 3015) EVANS ROAD (SR 1653) DAY AND TIME RESTRICTIONS 6:00-9:00 A.M. & 4:00-7:00 P.M. MONDAY THRU FRIDAY B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: ROAD NAME AVIATION PARKWAY (SR 1002) A/RPORT BOULEVARD (SR 3015) EVANS ROAD (SR 1653) HOLIDAY 1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENG/NEER. 2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6: 00 A.M. DECEMBER 31 st TO 7: 00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY /S ON A FR/DAY, SATURDAY, SUNDAY, OR MONDAY THEN UNT/L 7: 00 P.M. THE FOLLOW/NG TUESDAY. 3. FOR EASTER, BETWEEN THE HOURS OF 6: 00 A.M. THURSDAY AND 7; 00 P.M. MONDAY. 4. FOR MEMOR/AL DAY, BETWEEN THE HOURS OF 6: 00 A.M. FR/DAY TO 7:00 P.M. TUESDAY. 5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 7: 00 P.M. THE DAY AFTER INDEPENDENCE DAY. IF /NDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 6: 00 A.M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 7: 00 P.M. THE TUESDAY AFTER INDEPENDENCE DAY. 6. FOR LABOR DAY, BETWEEN THE HOURS OF 6: 00 A.M. FR/DAY AND 7:00 P.M. TUESDAY. 7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY TO 7; 00 P.M. MONDAY. 8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6: 00 A.M. THE FR/DAY BEFORE THE WEEK OF CHR/STMAS DAY AND 7: 00 P.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS. C) DO NOT CONDUCT SINGLE VEHICLE HAULING AS FOLLOWS; INGRESS AND EGRESS FROM RAMPS WILL BE ALLOWED: ROAD NAME AVIATION PARKWAY AIRPORT BOULEVARD EVANS ROAD (SR 1653) DAY AND TIME RESTRICT/ONS 6:00-9:00 A.M. & 4:00-7:00 P.M. MONDAY THRU FRIDAY D) DO NOT CONDUCT MULTI-VEH/CLE HAULING AS FOLLOWS; ►NGRESS AND EGRESS FROM RAMPS WILL NOT BE ALLOWED; ROAD NAME AV/AT/ON PARKWAY (SR 1002) A/RPORT BOULEVARD (SR 3015) EVANS ROAD (SR 1653) DAY AND TIME RESTRICTIONS 6:00-9:00 A.M. & 4:00-7:00 P.M. MONDAY THRU FR/DAY E) DO NOT CONDUCT ANY HAUL/NG OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION /S PROTECTED BY BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQUIREMENTS F) REMOVE LANE CLOSURE DEV/CES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENG/NEER. G) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK/NG WITH/N 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA /S PROTECTED BY BARRIER OR GUARDRA/L OR A LANE CLOSURE 1S /NSTALLED. H) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK/NG ON THE SHOULDER ADJACENT TO AN UNDI VI DED FACI LI TY AND WI TH/N 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA /S PROTECTED BY BARRIER OR GUARDRA/L. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A D/V/DED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA /S PROTECTED BY BARRIER OR GUARDRAIL. 1) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORK/NG WITHIN A LANE OF TRAVEL OF AN UND/VIDED OR DIV/DED FAC/LITY, CLOSE THE LANE ACCORDING TO THE TRAFF/C CONTROL PLANS, ROADWAY STANDARD DRAW/NGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN W/THIN THE CLOSED TRAVEL LANE. J) DO NOT WORK S/MULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. K) DO NOT /NSTALL MORE THAN ONE LANE CLOSURE IN ANY ONE DIRECT/ON ON A/RPORT BOULEVARD AND AVIATION PARKWAY. PAVEMENT EDGE DROP OFF REQUIREMENTS L) BACKF/LL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT /N AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACKF/LL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKF/LL WITH SUITABLE COMPACTED MATER/AL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. M) DO NOT EXCEED A DIFFEREN�'E OF 2 INCHES /N ELEVAT/ON BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL L/FTS OF 1.5 INCHES. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) AIRPORT BOULEVARD AND AVIATION PARKWAY OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. TRAFFIC PATTERN ALTERATIONS N) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PR/OR TO ANY TRAFFIC PATTERN ALTERATION. PROJ. REFERENCE NO. SHEET NO. U - 5828 TMP -1 B SIGN/NG O) INSTALL ADVANCE INORK ZONE WARNING SIGNS INHEN WORK /S WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PR/OR TO THE BEG/NNING OF CONSTRUCTION. TRAFFI C CONTROL DEV/ CES P) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES /N WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED L/M/T (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPEC/F/CATIONS FOR ROADS AND STRUCTURES SECT/ONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS. Q) PLACE TYPE lll BARRI CADES, WI TH "ROAD CLOSED" SI GN R 11-2 ATTACHED, OF SUFF/CIENT LENGTH TO CLOSE ENTIRE ROADWAY. R) PLACE ADD/TIONAL SETS OF THREE CHANNELIZING DEV/CES DRUMS PERPEND/CULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC. PAVEMENT MARKINGS AND MARKERS S) INSTALL TEMPORARY PAVEMENT MARK/NGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME AVIAT/ON PARKWAY AIRPORT BOULEVARD MARKING TEMPORARY PAINT TEMPORARY PA/NT MARKER TEMPORARY RAISED TEMPORARY RAISED T) PLACE ONE APPLICAT/ON OF PAINT FOR TEMPORARY TRAFF/C PATTERNS. PLACE A SECOND APPLICATION OF PA/NT S/X (6) MONTHS AFTER THE IN/T/AL APPLICAT/ON AND EVERY SIX MONTHS AS D/RECTED BY THE ENGINEER. U) T/E PROPOSED PAVEMENT MARKING L/NES TO EXISTING PAVEMENT MARKING LINES. V) REMOVE/REPLACE ANY CONFLICT/NG/DAMAGED PAVEMENT MARK/NGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. MISCELLANEOUS W) IN THE EVENT A TIE-/N CANNOT BE MADE IN ONE DAY'S TIME, BRING THE TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY THE ENG/NEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7) AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8-3) 500' AND 1000' RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. X) ACCESS TO ALL DRIVEWAYS MUST BE PROV/DED AT ALL T/MES WITHIN THE PROJECT L/M/TS. Y) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA AND/OR INTERSECTIONS AS D/RECTED BY THE ENGINEER. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� ? 1 `tir s?/ � 0\F T R� G �F TRAFF�G TRAN S PO RTATI O N OPERATIONS P LAN c o, � N i � � � � 4 � 0 0 0 N O � N � � .� � � � � � � � c 0 � 0 ., Q 0 � 0 Q Q � N 0 0 � 0 N O i 0 3 � 0 0 � i � Q � Y PHASE 1 STEP 1 PR/OR TO BEG/NN/NG CONSTRUCTION, INSTALL ADVANCE INARN/NG SIGNS ALONG SR 1635 (MCCR/MMON PARKWAY), SR 3015 (A/RPORT BOULEVARD), SR 1002 (AV/AT/ON PARKWAY), AND SR 3084 (EVANS ROAD), AND SOUTHPORT DRIVE AS SHOWN ON RSD. 1101.01. STEP 2 AWAY FROM TRAFFIC, BEGIN CONSTRUCTION OF PROPOSED NEW LOCATION SR 1635 (MCCRIMMON PARKWAY). STEP 3 US/NG ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, INSTALL TEMPORARY SIGNAL AT SR 1002 (AVIATION PARKWAY) AND SR 3084 (EVANS ROAD) /NTERSECTION. SEE S/GNAL PLANS. STEP 4 WH/LE MA/NTAIN/NG TRAFFIC AND US/NG ROADWAY STANDARD DRAVI/INGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, CONSTRUCT PROPOSED IMPROVEMENTS AND ASSOCIATED DRA/NAGE ON THE WEST END OF EX/STING SOUTHPORT DR/VE, AND ON THE WEST S/DE OF EX/ST/NG SR 1002 (AVIAT/ON PARKWAY), AND ON THE EAST S/DE OF SR 3015 (A/RPORT BOULEVARD) FROM STAT/ON -L- STA 53 + 66.58 TO -L- STA 129 + 96. 00 AND -Y8- STA 18 + 95. 00 TO -Y8- STA 32 + 00. 00 AS SHOWN ON SHEETS TMP-3 THRU TMP-6. NOTES: -PROV/DE WEDGING AS NECESSARY TO T/E NEW CONSTRUCTION /NTO EXISTING PAVEMENT FOR SMOOTH TRANSITIONS AND POSITIVE DRAINAGE USING TEMPORARY LANE CLOSURES. -COMPLETE UP TO, BUT NOT /NCLUDING, THE F►NAL SURFACE COURSE OF ASPHALT. C01�STR UCTI01� PHASII�G PHASE ll STEP 1 MA/NTA/N TEMPORARY S/GNAL AT SR 1002 (AVIAT/ON PARKWAY) AND SR 3084 (EVANS ROAD) INTERSECTION. DO NOT OPEN FOURTH LEG OF INTERSECTION AND DO NOT ACT/VATE ASSOC/ATED LOOPS. CONT/NUE NEW LOCATION CONSTRUCTION OF SR 1635 (MCCRIMMON PARKWAY) A INA Y FROM TRAFFI C. STEP 2 WHILE MAINTA/NING TRAFFIC AND USING ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, CONSTRUCT PROPOSED IMPROVEMENTS AND ASSOCIATED DRAINAGE ON SR 1635 (MCCRIMMON PARKWAY), AND ON THE EAST SIDE OF EX/STING SR 1002 (AV/ATION PARKWAY), AND ON THE NORTH S/DE OF SR 3084 (EVANS ROAD) FROM STATION -L- STA 54 + 06. 00 TO -L- STA 143 + 50. 00 AND -Y8- STA 16+ 00, 00 TO -Y8- STA 32 + 00, 00 AS SHOWN ON SHEETS TMP-7 THRU TMP-11, NOTES: -PROV/DE WEDGING AS NECESSARY TO TIE NEW CONSTRUCTION /NTO EX/STING PAVEMENT FOR SMOOTH TRANSITIONS AND POSITIVE DRAINAGE US/NG TEMPORARY LANE CLOSURES. -COMPLETE UP TO, BUT NOT INCLUD/NG, THE FINAL SURFACE COURSE OF ASPHALT. PHASE lll STEP 1 PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-2 US/NG ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NE�ESSARY, MODIFY TEMPORARY S/GNAL AT SR 1002 (AV/AT/ON PARKWAY) AND SR 3084 (EVANS ROAD) /NTERSECTION. DO NOT OPEN FOURTH LEG OF INTERSECT/ON AND DO NOT ACTIVATE ASSOC/ATED LOOPS. SEE S/GNAL PLANS. WHILE MA/NTA/NING TRAFFIC AND US/NG ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, INSTALL TEMPORARY PAVEMENT MARKINGS AND REMOVE CONFLICT/NG MARKINGS FROM STAT/ON -L- STA 130+67,94 TO -L- STA 140 + 31. 00 AND -Y8- STA 16 + 00. 00 TO -Y8- STA 32 + 08. 00 AS SHOWN ON TMP-12 THRU TMP-15. PLACE TRAFFIC ONTO TEMPORARY PATTERN. STEP 2 US/NG ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY AND LAW ENFORCEMENT AS REQUIRED, COMPLETE THE MED/AN CONSTRUCTION AND ASSOCIATED DRA/NAGE ALONG SR 1002 (AVIATION PARKWAY) AND SR 3084 (EVANS ROAD) FROM STATION -L- STA 130 + 67.94 TO -L- STA 137+ 00.26 AND -Y8- STA 17+38.23 TO -Y8- STA 31 +01.80 AS SHOWN ON SHEETS TMP-12 THRU TMP-17. STEP 3 AINAY FROM TRAFFIC, COMPLETE ANY REMA/NING NEW LOCAT/ON CONSTRUCT/ON. COMPLETE THE TIE-/NS OF PROPOSED SR 1635 (MCCR/MMON PARKWAY) TO EX/STING SR 1635 (MCCR/MMON PARKWAY), SR 1002 (AVIATION PARKWAY) AND SOUTHPORT DR/VE, US/NG ROADWAY STANDARD DRAW/NGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY. STEP 4 US/NG ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, PLACE FINAL LAYERS OF ASPHALT AND FINAL PAVEMENT MARKINGS AND MARKERS, INSTALL FINAL S/GNAL AT SR 1002 (AV/ATION PARKWAY) AND SR 3084 (EVANS ROAD) AND SR 1635 (MCCR/MMON PARKWAY) AND SR 3015 (A/RPORT BOULEVARD) INTERSECTIONS. REMOVE ALL TRAFFIC CONTROL DEVICES, ACTIVATE F/NAL S/GNALS, AND OPEN ALL LANES TO TRAFFIC. SEE SIGNAL PLANS. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: OF y� NORTy �,y� �� .� �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G TRAN S PO RTATI O N OPERATIONS P LAN C a � � I � � I � � 4 � O O � O N O I N a� � -� � � � � a� � � � —. c 0 .� 0 .� Q 0 � � i 0 Q i Q � N 0 0 � 0 N O i 0 3 � 0 0 � i � Q � Y c o, � � i � � i � � 4 � O O � O N O i N a� � -� � � � � a� � � � -. c 0 .� 0 Q 0 � � 0 Q i Q � N W � Q Z � i � � � � C 0 � � a� � �c � � 0 � � � 0 � c 0 E E ,� v � � 0 � 0 N � 0 0 3 � 0 � Q � i Y � N � � `�O �/' �� PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-4 ExiST , ExisT . � -Y8 - SR -1002 �AV /AT lON PARKW AY) EX/ST � EX/ST -- — — — ti — — — — — -- — — — — — -= — — — — — — — — — — — PHASE 1 SECTION C-C STA. 24 + 00 3' �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G PLANS I _ __ � � NS RD) VyEDGING WORK AREA TRAFFIC CONTROL PHASE I � 0 � O N 0 0 � O � � Q � � � � " I \ I �� i � i , � , ,-' � i i i � �- �- ---� �� I ------- -- -- � i i � � ��_ � i_ -------- --------- � �-� '�� I � � � I� �--- —� r- � � � � i � I i� i -� � � � � -- � � � i i i i % � � � �� i � ��_�� i II i� l ��/ � � II I I � � � � ,� � � � � �� '�� I �I �� , � �� _ _ ��III -- � � - � � �� II � � �_ � �—� I I I I � � -� � �� i , , 11 �I �, �� '� II'� ` - �- - - - — _ _- _- -- — --- -- I � I— - -_---- -__ -- � I I I � � —__ ' ,� \\, \ , -Y8- SR-1002 (A I I --- ----- — - / ` � --------------------------- _ - - -- - � � —\� \-'---- ------------- _----------------------------------------------------------- _ _ � '� -- - -- ------ � � / 1 _ � - - - -- - , � - �- - - - -�, � - - - - - - - - - - - - - - - - - - - -- — — -- - - " ---- I - � � � ----- 1 - - ------� � - - - - - . , - I - -- - - - - - - - I . � , � -- - - ' � � ---- � , , - - - �----- � � , � ---- ---- - - - - - - - . , — — '� '- � I --- '� . . -- - - . . � -- ---- - � �-----, - � � 1 - --- - - - . . -- .� . --- �------ -_ -- __- ---------------- __________________________________ � �i� - � � ��, :�� ----- -- -_�_------------------------ �� /,� 1 1 �� - � - --_�� /,i � I �_ � _— , � _ -�Ef1N C4�ISTRUCTION � -- _ � � - ___ _ _ - - _ - _ _ _ - - - _ _== - , \ — , , - _= -__-_ ___ ___-- j I I j� ;� -Y8- ��TA 18 + 95.00 �\ I � � � , �� -- . � , , � � � � �i � � � ', W', ' � / , �� , �' � � � � � / � -�� '� � �� , �,' 0, ,, ,, � �-� 'I � �� --_ � � '� �� ,-, � � —��__��— �—� - ��y � I �� ,� � � __ ___ __ _________ ___ �, � � � �, OC'�� '�, � � ,' ' ----------------- ,,-_ � - - � � � �' � i ' � � ' ------------� � �� ` � �� ''�� - - - ' � , � � ' � ` - � � � i� � i � � � _, � � � i � �, � i i � �� i � i �_, � � i i i i � i / i � � � � � � � i � i � ', �� i i � i � � i i i i i i i �'�, �� i i i i i � i i � � i . i �� '', ii i � ' � � ' ' - - � � � � � � � _ � � � � I II i � �,�i � _ � i i � i i I 1 I i i � � � � � � � , � i i i � � i� I i i � i i I I i i �� \� I �� , , � , , � � ,�� I� ��--- , � `I � � ��—� � i i � i i �� , � i i I I i i I � � i i I I 1 I ,, �, � � � � I �, , � ' II' ' � � � � � � I I I I \ �� ' � � i A�� --- � i � � � � � `d� ��,0� 0 N 1 ♦' . ' PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-5 W Z � O O + N Q � .. PARKW AYJ - -- - - - - - - - - -�- -- - - - - - - - - - -- - - - - - -- - - - - - PHASE 1 SECTION D—D STA. 22 + 00 3' '-� ---- -�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: OF y� NORTy �,y� �� .� �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G W EDG/NG WORK AREA TRAFFIC CONTROL PHASE I c o, � � i � � i � � a. i 0 0 � 0 N 0 � N a� � -� � � � � � c 0 0 Q 0 � 0 a Q N � N � � t c c c r c < � � a � , EX/ST , EXIST PHAS E 1 � �d� ��,0� ' � I � � , ' ' ' � I � � , � � � � � � � � � I � � � � � � � � � � � , � , �, �_ , � � �� _ � � _ Y8_ SR_ �002 A � ( V/q T/pN - _ Pql�/�I/�jA Y) , _ _ � -- - - �- - — -- -- — _ _ - — - _ - -� �_ � � - -- ` - � \ � � � � —� ` � �- - - � � -� \ ,_ � ` � � - � I � � � � � _ � � END CONSTRUCTION - ' —Y8— STA 32 + 00.00 : ! -Y8 - SR -1002 �AV /AT lON PARKW AY) lST_ _ EXIST PHASE 1 SECTION E-E STA. 29 + 00 3' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-6 � - � �� - ��- - _ � � — �= _--_ �� % � _ � � � � / , �_ oN o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � �° � o o� �� ' �'� ,�Q- � � �� oe- 2 � �"r s? � � 0\F T R� G �F TRAFF�G W EDG/NG WORK AREA TRAFFIC CONTROL PHASE 1 � N � � !� ;; , �, I I- I � �� y �� i � _ J '� � �, , -__,' 20 � � BEGIN CONSTRUCTION -L- STA, , 54 + 06.00 _ _ „ � � i I � `, -_ � _ __ I � , , � _, � I I � �_ _ i , ' i I' � � 20' 3' 2/' - -----� �--'� I�-------------- - -- - - --� - - _ - - - --- - - �� Q5-1 —_, � � ,� , ;� �, � � �� , , ' ; 25 � � � � ;��, , '� � � , , , �� , , � , , I � � � ', � �� -L - SR-1635 (MCCR/MMON PKVVY) 9' 29' -----�-�-------� � -- �-------- � PHASE 2 SECTION F—F STA. 54 + 50 J--� � �------- � � I �� i � �� )� � � 0 Q Z oMo Q Z �;= __- _ --- �� ____--____-__ _ �,� . '� II : � �� - - - - - ��- ----- ��-_ �� - - - 1 \ � - - �� _ -- �� -- — -- -�_ __ __ _ _ ==-- -L- SR-1635 (MCCRIMMON PARKWAY) R11-2 48" x 30„ TYPE III BARRICADE(S) P H AS E 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5828 TMP 7 W EDGING WORK AREA TRAFFIC CONTROL PHASE II `�O � � � � � � � � 4 � 0 � N 0 � � � .� � � � � � c 0 Q 0 � O Q Q N � Q � I i � � i C O � N � �C � 0 � � 0 � c 0 E E ,� v � � 0 � 0 N � 0 0 � 0 � Q � Y � N � � � , � � �� ,, � / �/' N �� •�__ - �, SR- �635 _ _ ,- ��►�1CCR//1/Ij11��N - � Pq/,/�wq y� _ _ _ _ � �- — _ -- --- _ � �� '—� — _ _ _ _ _ - - - - - - - - - - - - -- � - - - - - - ---- -- -- -- \�__ � _ ------ � _ � i �_ � \ \ \_ _ __ \ , �� -� _ -_= _ \ __— --_ -- 3' — I I -- � �- - --- -- - -- � ExiST P H AS E 2 , ExisT . - T A 23+50°00 l SHEET T MP-�0� MATCHLI NE -YS S � G • �� o�o � z �^ � � � � �o i�2� 7C N � G � PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-8 • � „23 � o> I �'' � � -. � � _ • ' w _ �',, � »> 9 � � � _ � � � � � '' 25 0 — 0 -- - � - ---- ---- - o ----,'-- -- --- _ - - o ��---__- _ ____ ____-- N � I : -----� � � I , � _ __ __- ____ ____ � ;-----� � _ Q - -- - - - -- � � �------ � � - J -- I / ,�_------------- lLl � � -- --� -- -- -- � � � J _ _ �`'- � \ ` �� N � �� - 84 EVANS RD) � I -L- SR 30 ( Q � � � �,� � �� - - _ _ _ i i � i I I � � � �; , � �� i i - I� i i � � -�� P T CHLI NE -YS - ST A 27 �00.00 l SHEET T M �1A TYPE III BARRICADE(S) � � -Y8 - SR -1002 �AV /AT lON PARKW AY) EX/ST � PHASE 2 SECTION G-G STA. 24 + 00 EX/ST DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G W EDG/NG INORK AREA TRAFFIC CONTROL PHASE II � N � � -� H � � 1207 1201 1206 � O � TYPE III BARRICADE � z • • • � � - � � � � � � � � � � � O--- - -- ---- - -- -- -- - - - - ---- -- - - -- -- O- -- - - -- ----- - � � � ', �� - , � I� \ - , � , , - , � , - , , , / � -�� - _ R9-9 24" X 12„ � SIDEWALK CLOSED 1217 1218 � O� - _ - _ - - - - - � - - - - - - -- -- - - - - - - - -- - - ----- -- ---- — - ---- -- --- -- - - O - - _-_ -- - - - - - - - - - - - - - �-__ -- ---- - - - - - - - - - - - � - - - - - -___ --- - - � ___ �; - --- ` -L- SR-3084 EVANS RD) N I - __ ----___ - __- -__ -- - - - - - - - - ( ---- - � -- __--__-- -_-_ _ __ _ - --- ___- - - -- --- -- � - - - - - - - - 1213 -- -- - - -- Q � - - - - - - ----- _. � � - - _ - - - - - - - - - - - - - --- ----- ----- --- -- -� = ------ --_ ------ --- -- --- - --- _�-� ,� - - - - - _ _ _ ---------------------------T ---��--� �� w- - -_ - -- -- -- -- - - - - - - - --- --- \� Z - - I _ H T,,� _ ;� C� - - - - I II � - - _ � _� _�_ ___� = ___ -- - - - - \ --, � - Q -- - - -- - -- \ // � \ i i � � _ _- - _ _ _ - - _ _ _ _-_ _- -_ � _= -__� ___ -___ ---- - — � � � I ' � �� II � �� ,, � __ � , ,___ , ,,: , , . , , , �, � .. . , EX/ST 3' EXIST PHASE 2 � -L - SR -3084 (EV ANS RDJ � \/ l C'T � \/ l C'T 0 � '%� R9-9 24" X 12„ SIDEWALK CLOSED TYPE IIII BARRICADE END CONSTRUCTION -L- STA 140 + 75 PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-9 � - - _� —_ _� -- � � _ � � _ �-�- -� -�_ __- `� _ ��_ ` ` \ � \ � �_ �� _�� \ � \ _ \ __ �� - � , �� , ---, � -�� - , _ / � � \ � � � � � �� _ � , � ` � \ __ I � \�r-__ � � � �� \ � �, , -__ 1 _� ,► ___� - �----__ --�--__ �-__ _ �� - - _ _ � - _ _ � � _ \ = \ -_ ,, _ __ -_ `-�� \ i i�� \_ `_/ ` __ , � �` �—T= _ _ �__ _ _ _ _ - - - � - - - - - - - - - - - -� - � - - — - — — - - - - —i- - - - � _ _ — — — PHASE 2 SECTION H-H STA. 134 + 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� 2 � �"r s? � � 0\F T R� G �F TRAFF�G W EDG/NG WORK AREA TRAFFIC CONTROL PHASE II I O � O N 0 0 � 0 � � Q � � � ` � �\ �� _ � I __ � II � � � �� _______ � � _ I �� , � I�_ � _ _ _ --� � - ;---_ ��' �, , , � �� -� � � ; � � � i �� i � �� I � � �� _ �� ' �� , � � . i i � � \\. � �� -� -- � � �� — _- - _ -_ � �I I I � , II II I I = � I , -� �, II� - - -- --__- -__ -=-�I -_- i � ��I - --- �II I I � , -- � I \\\ � � � �� ;� - - � ��` �� - - - - � � � \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - �� /� 1 / _ -_ � - _ - ---- -- - - - - - �� -- � -- - = -- --- ---- � ---- - -- - - -- - 1 ------, - , . - � � � --- ---- ---- ---- � � � I ---- -- . , , , - �----- � , , -- � � — - ------ ---- ---- - � ,_ � i -- � . __ _ _ __ _ ., _ _ , � �_____, _ � � . 1 _ __- __ �....._ ___ ___ ----_--___-_-__-_ __ �� _ _ _ __ _ _ _ ___ _ __ __ ,, i, �� _ _ - - - - - ' I � - - - - - � - BEGIN CONSTRUCTION -� -� � � _ � �� -Y8- STA 16 + 00.00 _ _ _ _ � — ' � _ — _ , , = ______ ___ _ _ ____ __ _ _ - \\ - i ' - -- '�� '� � � � ,, W�� ' /� � �� , , � � // , �' � � � �� II' ' / � , , � �� '�', 0' � � � ' �� 1� �� ' ' � � � - � �� , �� _� � I �C '�� ,' � _ ' O' � � I ,------ r------ � , , -� i � � '�� i i - - - � i � i ', Z�, i i � � � i i � ' 'I i i � 1I i � � � i i i I' i � i , � i i I I i � � i � ', �� i i � i � i i i i i i i �'�, �� i i i i i � i i � � i � i i ^ i i II II i i � � � i i �- - - , i � � I i i _ i � i i I II , i � ', ''i � �_ � i i � i i I 1 i i i i I I` i i I II i i i � � � i � II i i i � I i i i � I I I i i I I', i � � ��, i I i i I � i i � ��i � � _ i � � � � � � � � i i `I i i �� i � I i i � � �,' � i i I I i i I � � i i I I 1 I ,, �, , � � � � I �, , � ' II' ' � � � � � � I I I I �� i � � �\� � � � -- � ' �� R9-9 24" X 12" SIDEWALK CLOSED R9-9 24" X 12" 0 N `d� ��,0� 1 ♦' . ' PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-10 3' EX/ST i ' � ` ' ' ' �i � � /� � � , EXIST —Y8 — SR —1002 (AV lAT lON PARKW AY) , EX/ST � PHASE 2 SECTION I—I STA. 22 + 00 , EX/ST DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: OF y� NORTy �,y� �� .� �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G W EDG/NG WORK AREA TRAFFIC CONTROL PHASE II .. � N � � �-� � �� ' ---- �'-; -- ___-___--__ ____ -_ - __ -_ ' � � � i I ;� � �� , , ---------- ------ ' �,� �I ------ _ � � i� _ __ _ _ - _ _ - / G ' __ ________ .___ .__.____ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / � � I -- � �� _ �� _ _ _- —� �� - _ ___ � � \ � -- -- -- � _ - - —r-- , _ - � - - - - - - - - - - ------- -- ----- ----- -- �-_ - I- - _ - - - - - - - - - ------- � _ BEGIN CONSTRUCTION -Y8- STA 29 + 78.55 � — — — — , , , � / � � 3' J J � P H AS E 2 EXIST END CONSTRUCTION -Y8- STA 32 + 00.00 �d� ��,0� �� I � , � I � ,' / I I ' / � � � I � � � � � � , � � � �� ' - _ -_ �' � "y8- SR_ ��02 a � - (A V/q T/pN p,4RK Wq y� � _ - - _ __ -_ _-f - - -- -- — — _ - — _- -. -� �_ � - - -- -` -� \ � � � � -� ` � �- - - � � -� \ ` ` — — I � � � � � _ � � _ _ � � _ � —Y8 — SR —1002 �AV /AT lON PARKW AY) EXIST PHASE 2 - _ � _ SECTION J-J ' STA. 31 + 5 0 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-11 � - , -_ - - -- __ - - - -_ __ ---_ � �_ _ � � �� , �_ oN o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � �° � o o� �� ?� �'� Q" ,� � �� oe� 2 � �"r s? � � 0\F T R� G �F TRAFF�G W EDGING WORK AREA TRAFFIC CONTROL c o, � N i � � � 4 � 0 � 0 N O I N a� � -� � � � � � � c 0 > Q 0 � O Q L Q � N � Q z � � � � � � � 0 � � a� � �C � 0 � � � 0 � c 0 E E ,� v � � 0 � 0 N � 0 0 � � 0 0 � � � Q � Y � N � � `�O \ ,\ \ _'�___ � / � �� \ � � � � � \_ � � i �/' N _ q 23+50.00 ISHEET TMP—�4) MATCHLINE Y8— ST •� 0.5' , '10.5' � . C _\ 'L_ � �, 'SR- �635 _ , (MccR�/UIM ,- — � ON p'q/�'/�WAY) , _ _ �_ _ � ��-- -- -- �� _ —_ - _ _ – ---- � _ ---- -- - - _ - — � -� - - — - - — — - - � � -- — -- ----- -- — — � � — � __ � — \ � / � : _ ___ \_, � �_ �- - � \ �_ �_ �� \ _ --_ -- lOe5' � lOeS' I -- i � _ - - - - - - - - - � - - - - - - _ —_ - ___ � — - � � ___ —_� P H AS E 3 3' �-Y8 - SR -1002 l AV lAT lON PARKVjIAY) i in �i in _ri PHASE 3 SECTION K-K STA. 24 + 00 —� I TYPE III BARRICADE(S) COMPLETE MEDIAN CONSTRUCTION FROM 26 + 09.62 TO 30 + 99.84 USING RSD 1101.02 SHEET 1 of 15 FOR TEMPORARY LANE CLOSURES AS NEEDED. MAINTIAN 2 WAY, 1 LANE TRAFFIC. MATCHLINE -YS- 5� H c� T��<�., ,... •`- — — — — — — — – � _ I { DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-12 INEDG/NG VyORK AREA TRAFFIC CONTROL PHASE III c � � i � � � � 4 � O 0 N O � N a� � .� � � � � � � c 0 Q 0 � 0 Q Q N � Q Z � � � � � c 0 � � a� � �c � � 0 � � � 0 � c 0 E v � � 0 0 � 0 N 0 0 � � 0 � i Q � Y � N � � < � � PHASE 3 � -L - SR -3084 (EV ANS RDJ i n� i n� i �� PHASE 3 SECTION L-L STA. 134 + 00 a — � 225' SNIFT TqpER PE � M f 35p• +/ . PD v = ° IN�'4R 48�" X ❑ _ 48,� I a PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-13 35p. +� �v � � � � �� I _ � � _ , _ _,\ \ :: 48� w31,� _ _ X � � � �_ 4$�. - — --� �� \ � - _ �� _ � -•- __ —� � � - � / \ _ �� : ,� , - _ � - � � - \ , � - ---, � �� \ , , , — _ � , � � \ — __ __ � �\ _ / , � � � , � - \ , � � \ I i� �� r- �_ �_ = � � - '- � - �,� - _ -L- STA 140+31.00 _�_� =�-` � - - � TIE TO EXIST � - PAVEMENT MARKINGS �� _____ ' � - END CONSTRUCTION � - -L- STA 137 + 20.00 -L- STA 138 + 20.00 END TEMPORARY PAVEMENT MARKINGS ----�--—--- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° ?� �'� Q" ,� � �� oe� 2 � �"r s? � � 0\F T R� G �F TRAFF�G VyEDG/NG WORK AREA TRAFFIC CONTROL PHASE III O� � � � � � a. � 0 O N 0 � � � -� � .� .� � � -. C 0 Q 0 � 0 Q Q N � Q � � � � � C � � N � �C � � � L O � � ,� U � � 0 � O N O 0 � O � � Q � Y � N � � 0 N � � � " I \ I �� i � i , � , ,-' � i i i � �- �- ---� �� I ------- -- -- � i i � � ��_ � i_ -------- --------- � �-� '�� I � � � I� �--- —� r- � � � � i � I i� i -� � � � � -- � � � i �i i � � � � �� i � �_�� , � i �� i � � �� II I I � � � � �� , � � _ � �_J �� i � � �__ - � � �- i �� \ �� , � � _ � ,� �� II �' PC \=" BEGIN CONSTRUCTION j l II I I � ,� - -- , �" I I �' - � I I � -Y8- STA 17 + 38.23 � II ` = - _-- = __ __- -_ _ _ - � �,I --_ -__- _-_---- -__ - I i I I I I �, _-- � � � -Ys- sTA � 6+ oo.00 P D P B -Y8- SR-1002 (AV/AT/ON PARKWAY) � � � -- -- � ' � ' I I TIE TO EXIST - - _ _ _ _ - -- -- - - - �� --- , � -- --- - -- - - ---- - - - - -- - ; _ �\�< PAVEMENT MARKINGS -------- ------------- --- ---- -- --- --- ----� -- --- - - _- - _ _ _ _ - _ - = = - _-� � ji �� __-- --- _ -______ __ - ___ _-___ - - --- -- --- - _ ._ o — o .,� �� \\ ----- ----- ----- _ -- --- - - - _ _ v o ___ � �� 1 _ _ _ _ -_ _ _ _ _ _ _ _ _ _ � - -- -- — n � � - u � , � - - a — �'� �-- „ I -- �. ----- - - - �._° _ _ _ _ _ - , , � � I �, 1 - _ , -- - - L 1 � --- - --- � � - -- - ----- I -- - � - - - _ - --- - - � - 1510 1511 I - - � - -- - - - - - i - - , I 1 _ - -- I , - 1 --� - — - - - � � � - --- ----- _— - — - -- - - - -- - - - - - � ----- � - ---- — -- ----- --- - -— - � ��___ _- - - - - - -- - PB 1 1 _ -- - � - -_�� _ _ i� - - � _ � ' _- -- _-__ - -- _— , - �__ ,, ---- ____ _ - - _____ --_ _-------- � --- ___-_ - - - . � � � �� i -- _ ____ (�--__ �I . _ _ � � � � COMPLETE MEDIAN CONSTRUCTION FR _ - `� i � OM 17 + 38.23 TO 19 + 50.00 � W' ', � � BEFORE STARTING MEDIAN CONSTRUCTION FROM 19 + 50.00 TO - ', � '' - 24 + 88.88. REFER TO SHEET TMP-16. �� - I � - , � � — i � �� - --�� - — - _ __ _ _ � ;, � �I 0'� � � _ � � � � ! � � �1 � ��— � _ � — —�. � , \ r-' IIi i , i —� --� I -- __ __ � � � � �� ------- �------------------� - i � i� � � -------------------- � --- � i � �' , i i � � � ------------� � i �� ` � � � � _ � _ � � i � '�''� � � i i --' � i � i,� � i �� i � � ' i � �, �I I i � 1I I � i �_, i � � i i � i � i i � � i i i � � i � � �� i i i i i i � �' � i i � i i � � � � i i � � i � i i ^ i i II II i i � � � i i �- - - - , i � � I i i . i � i i I II , i � �, �i �� _ � � i i � i i II I� i i I II i i i � � � i i II i i I i � I i i �� \� I �� , , � , , � � ,�� I� ��--- , � `I � � ��—� � i i � i i �� , � i i I I i i I � � i, I I 1 I � � i � ii I I i i I i i I i I I I ' I I I I \ '' �� ' � i A� � � � 1 � I � i � � �� -- 3' PHASE 3 SECTION M—M STA. 22 + 00 o — o �n 0 � 1 ♦' . ' `d� ��,0� — o — o — o � � PD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: u'� � o — o � 0 � � QA�' 0 ' r QC M oN o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � �° � o o� �� ?� �'� Q" ,� � �� oe� ? � �"r s? � � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-14 o� � 5 PE d' M + 90' SHIFT TAPER � N � � W Z � O O � N � � I � � z J v Q � W EDGING VyORK AREA TRAFFIC CONTROL PHASE III � N � � PE �� - l� - � -- __ ��,� _ ___--__ _ _ - _ ' � QB - i I PD, � QC __----- --- ---_- �,-� -- ----_ � - ------ -- - --- - -- t - -- - _ _ _ _ _ _ _-__ -, - - - --- -� � � 1604 � . ■ � 0 � 0 — COMPLETE MEDIAN CONSTRUCTION FROM 26 + 09.62 TO 30 + 99.84. REFER TO SHEET TMP-17. N + �d� ��,0� � ,� � , ; , � � � , , �� , � I BEGIN CONSTRUCTION �� I I -Y8- STA 31 + 01.80 � � � - � - 105' SFIIF EqT p R P H AS E 3 � , ,� I � � -Y8- STA 32 + 00.00 � - \ / TIE TO EXIST � � � � � PAVEMENT MARKINGS � � _ � \ � _ , - � � - - 1_ -- - _ � -- - � -- � � � -- � � --_- - � �� --- - �i � - -� - ��- -��\ \ _ - -''8 SR- �� (A V — I _ � , �A T/O/V pqRKwA — � ---; Y) - - �o - o ; -I- -Y8 - SR -1002 �AV /AT lON PARKW AY) „ ,,,, � ,,, �, „ i i � , , � , i , � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-15 � - _ , � - �� - _ - � � — -- -- -- �� % � _ � � �� / , �_ oN o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � �° � o o� �� ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G W EDG/NG WORK AREA TRAFFIC CONTROL PHASE III ',\� W , � � � � � �� i � � , ,�� 0 � �, � _�� ------- --------- � �- `------' �� ------- ---- � � � , I � � pc � � � ��_ i , - - - —� � - -� - - r— � , , � '� � � — � � � , p �� - '� � � �� \ � � � --�% �� II � �� , � �� i , Z � �� I�— ' �� , � � ,i� � - � , � � � � ��' / � � � ��_ —` �� II -� �� : ', - ,, _ _1q = _ _- _- -_ _ � � ' _ - �� -- _-_------__-- 0 N ' �� I I I ' �' \� � ___ - - -Y8- SR-1002 AV/AT/ON PARKWAY � �� / I \\ \ _ _ _ - _ _ _ --- - = -_ - _ _ - _ , � � � ----------- _ ---------- -- _ _ _ j�/ � �� --- --- -- - - - �� - - - - - - - - - - - - - - �/ � � � � -------------- - _ �_ - - - - - - - - - - - ' -- - - ------ - ----------- - � — �� -- - \ -- � �� _ _ --- �_- � � � - � - ♦� -♦ - �� - , � / � � — - � - � -- � � � , � - — , �, ♦ �� -- � � 1 � , -- -- - - -- - - -- - -- - - - - - - - � I - -- - - — - - - - — --- - � I - - -- -�-� -- i � • • i • I • � � ,- - - - � • • • � 1 __� ♦ - ' �, � - -- - --� � � . � � � - , _- - - __---- --- � - -- ----- -- ► - - - - --- -- - - - - - - �� - • • • • ----�- -� ----- - � I - � -- , _ • 1 I ' - -- - -- - - --- , � 1- - --_--- __--_- _---___-_-==-------------- , _ • I , , I --- _- ----- - - -----_--- - ---- ----- -- _ - -- � -- ------ - -- _ ------ ---- -- - -- - - __ --- - � _ -- - � 1 , - - � � �� - �� , � � �� ,' �� - -- , � - --� � � -- ---- _ -- _ ,j � _ - �� _ - -- -- -_ _ _ - /' - __ _ -�__ _' - - - - =_ , � '' �� )1 �� ; ; � N � — I; - _ - � � � _ _ _= - � G� = Z _ � �' 'n I � � rn � � � � � � � � - � , o� � ' _ ', oo n, - __ , _ , , � p w ,� � � . I � , � � � � � .. -� _ _ � � �� oo � r 300 +/— _ _ �- - - -, ��— � _ _ � _ —�. \ � � , I � � - - _ - � - - - - - � � _ _ �r - - - � -- - - � - - ---- -- --------- - � - _ -- - � � � - - - _ _ -- - , , _ � I 00 _- - --- o , � � , � � 0�' +/ � _ - - - - � ' � � , ` �, _ - ,' � ��3 5 � � � � , � ' , / � +� � , _ , �� 50 ' � � � � � � � � � � '� � ', , �— � � i � I� . ,' I I � i i i , 1 II I I / i i II i i i I i i I I i i i � 1 i i i i 1 i i I II � II i i� i i 1 i I I ` � i � � i i � �� i� I i i I i i I I i i �� \� I �� , , � , , � � ,�� ___ � �� I � �� , � `I � � ��—� � i i � i i �� , � i i I I i i I � � i, I I 1 I � � i � ii I I i i I i i I i I I I ' I I I I \ '' �� ' � i A� � � � 1 � I � i � � �� -- � N � � • �� • ' _ • � 1 ♦' . ' `d� ��,0� _� � � � � � � J � u� • • • COMPLETE MEDIAN CONSTRUCTION FROM 17 + 38.23 TO 19 + 50.00 BEFORE STARTING MEDIAN CONSTRUCTION FROM 19 + 50.00 TO 24+88.88 USING RSD 1101.02 SHEET 2 of 15 FOR TEMPORARY LANE CLOSURES AS NEEDED. MAINTIAN 2 WAY, 2 LANE TRAFFIC. R11-2 48" x 30" ROAD CLOSED TYPE III BARRICADE(S) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL oN o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � �° � o o� �� ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-16 W EDGING VyORK AREA TRAFFIC CONTROL PHASE III c � � i � � � Q � 0 � 0 N 0 � � � .� � � � � � c 0 0 Q 0 � 0 Q Q N � Q � � � � � i C 0 � � ; � � r � � 0 � � i 0 � 0 � .� v � � 0 0 � 0 N O i 0 � � 0 0 � � � Q � Y � N � � -Y8- SR-1002 (AV/AT/ON PARKWAY) � ;. - �- � , � i • • • I � � _�- --� � � ---- � - - - -----� - - - -- � � e � �� 7 �� i I � � TEMPO RARY LAN E C LO �� , �, �� II � � �, �� O _ oc � � � � � Q I �u � � � 00 o � M; � ' �I � �I v � � � � � ,� �, �, �� I � I �� I I I �i � � I � �, I �� ' � �� \� � � � � � �, � � � �� , �� = � � �, , —�� ,L � � � � '� � � � � V� , � �, , , �--------- � ,� �, ------_____ , � / ___ ________ , � �� -- ----------____ ----------------- ' ' � � ------------- ------ �, _—_ ----- --- _ ------ � \ - -- ----- � = �--� �----- -_--------- _ _ _ - - - - - - � � M �' �- -� � - � -i-- � � + : � -= io r� ,=� 350� +� PROJ. REFERENCE NO. SHEET NO. U-5828 TMP-17 �� 350', +/- � � � BE � � PREPARED oNE �aNE I TO STO P ROA� I W20-7 A 4s�� x 4s�� W3-4 AHEAD � -- 48" X 48" W20-4 � __ - - - - - - - - - — _ � 48" X 48" -- -- -- ----- --------- - --- - - ----- --- -- -- - _ - - - - - —, ----- --------- ---- - _� --- - - --- - --- - ----- ---- --- -- - -- ----- ------- � - - ��_ - -- - -- - - - - — --- � � - -� 1 � - - � ` - --- I -Y8- Sl�_ � p02 _ _ � — (A V/q T/p/V p,qR � � �� /C►/1/A Y) _ _ _ COMPLETE MEDIAN CONSTRUCTION FROM 26 + 09.62 TO 30 + 99.84 USING RSD 1101.02 SHEET 1 of 15 FOR TEMPORARY LANE CLOSURES AS NEEDED. MAINTIAN 2 WAY, 1 LANE TRAFFIC. ,�� I I � � R11-2 48" x 30" � ROAD CLOSED TYPE III BARRICADE(S) PHASE 3 STEP 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL oN o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � �° � o o� �� ?� �'� Q" ,� � �� oe� 2 1 `tir s?/ � 0\F T R� G �F TRAFF�G VyEDG/NG WORK AREA TRAFFIC CONTROL PHASE III •� • • • c o� � i � � � a � 0 � 0 N � O i � 0 � � � a� � � c 0 � 'c 0 � � , a� � � � � 0 � � 0 � c E E v � i 0 0 0 N O � 0 3 � 0 0 � i J Q � � S TA TE �F 1�OR TH CAR �LI1�lA DEPAR TME1�T OF TRAI�SPOR TA TI �1�1 LOCATI011t: SR 3127 (MCCRIMM01� PARI�WAY) FR�M SR 301� (AIRPORT BOULEVARD) T� SR 1002 (A T�IA TI0111 I'ARI�WA Y), SR 3084 (E VA1�S R OAD) SHEET N0. PMP-1 PMP-2 PMP-3 THRU PMP-14 I1�DEX DESCRIPTION PAVEMENT MARKING PLAN TITLE AND SHEDULE SHEET CROSSWALK PAVEMENT MARKING GUIDANCE DETAIL PAVEMENT MARKING DETAIL R OAD WA Y S TAI�IDARD DRA WI1�G THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS„ _ PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1205.01 1205.02 1205.04 1205.05 1205.08 1205 . 09 1250.01 1251 .01 TITLE PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO-LANE AND MULTILANE ROADWAYS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES PAVEMENT MARKINGS - PAINTED ISLANDS RAISED PAVEMENT MARKERS - INSTALLATION SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY PLA11l REVIEWED BY: 111.C.D.O.T. SIG11lI111G A1�ID DELII�EATI0IV U11lIT RENEE B. ROACH. PE, CPM SIGNING & DELINEATION REGIONAL ENGINEER SYMBOL PA VEME11tT MARKI11tG SCHEDULE DESCRIPTION FINAL PAVEMENT MARKINGS THERMOPLASTIC (24", 120 MILS) T2 WHITE STOPBAR T3 WHITE CROSSWALK LINE T8 2' - 6' WHITE MINISKIP THERMOPLASTIC (4", 90 MILS) TA WHITE EDGELINE THERMOPLASTIC (4", 120 MILS) TC WHITE 10' SKIP TD WHITE 3' - 9'/SP MINI-SKIP TE WHITE SOLID LANE LINE TI YELLOW DOUBLE CENTER TN TQ TU THERMOPLASTIC (8", 90 MILS) WHITE GORELINE THERMOPLASTIC (8", 120 MILS) WHITE CROSSWALK LINE THERMOPLASTIC (12", 90 MILS) WHITE DIAGONAL THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS) UA LEFT TURN ARROW UB RIGHT TURN ARROW UC STRAIGHT ARROW UE COMBO STRAIGHT/RIGHT ARROW UF COMBO LEFT/RIGHT ARROW UJ BICYCLE SYMBOL UK BICYCLE STRAIGHT ARROW THERMOPLASTIC PAVEMENT MARKING SYMBOLS (120 MILS) UT ALPHANUMERIC CHARACTERS MA MB SIGNING & DELINEATION PROJECT DESIGN ENGINEER PAVEMENT MARKER SYMBOLS YELLOW & YELLOW CRYSTAL & RED O� O F y�G \S. oF NORrH � �S� H � �� a �� Q hP f � 2 v o- a � �r �� m o� � �O � 2 t'� �� e J ��F o�o� o tiT SQ � �F �F TRPN �'� TRAFFIC GO �� GEI�ERAL 1�IOTES TIP NO. U-5828 APPROVED: DATE: SEAL SHEET NO. PMP-1 IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED --------------� I FI1�AL PA VEME11tT MARKII�G � �-------------------------------� THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS: ROAD NAME -L- -Y2- -Y3- -Y4- MARKING_ THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC MARKER PERMANENT RAISED PERMANENT RAISED PERMANENT RAISED PERMANENT RAISED B) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. C) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. D) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY THE ENGINEER. E) STOP BAR LOCATION AT NON-SIGNALIZED INTERSECTIONS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. F) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED IN LIEU OF EXTRUDED THERMOPLASTIC FOR ARROWS, STOP BARS, SYMBOLS, CHARACTERS AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING THE EXTRUDED THERMOPLASTIC PAY ITEM. G) SEE ROADWAY PLANS FOR ALTERNATE CURB RAMP DESIGNS WHEN INDICATED ON PAVEMENT MARKING DETAIL SHEETS. PLA11l PREPARED BY: Kimley Horn and Associates Erin Thompson P.E. PROJECT DESIGN ENGINEER ■ Rachel Abromaitis DESIGNER �m e �� orn � a � N i � � i t � Q i O O � O N O � N a� � r � � � � .� � � 0 � � 0 � � � � .� � �, 0 3 � � � c 0 � � v � � 0 0 � 0 N O �, 0 � � 0 � i J Q � � DETAIL DETAIL UNLESS OTHERWISE SPECIFIED, HI-VISIBILITY CROSSWALK MARKINGS SHOULD BE USED AT MID-BLOCK CROSSINGS, SEE DETAIL 'C' 4' MIN ., SEE NOTE 5 4' MIN . TO STOP BAR HI-VISIBILITY CROSSWALK, SEE DETAIL 'C' STANDARD CROSSWALK- 8" WHITE TRANSVERSE LINES WITH 6' MIN. GAP BETWEEN THE LINES NOTES: 1. USE THE DETAILS ABOVE AND THE FOLLOWING NOTES FOR GUIDANCE IN PLACING CROSSWALK MARKINGS. REFER TO NCDOT ROADWAY STANDARD DRAWINGS, MUTCD AND ADA STANDARDS FOR ADDITIONAL GUIDANCE. 2. THE LOCATION AND TYPE OF CROSSWALK MARKINGS SHOWN ON THE ABOVE DETAILS ARE FOR REFERENCE ONLY. LOCATE CROSSWALK MARKINGS AS SHOWN ON THE PROJECT DETAIL SHEETS OR AS DIRECTED BY THE ENGINEER. THE CROSSWALK MARKING TYPE, STANDARD OR HI-VISIBILITY, SHALL BE INSTALLED AS SPECIFIED ON THE PROJECT DETAIL SHEETS OR AS DIRECTED BY THE ENGINEER. 3. THE STANDARD CROSSWALK IS TWO WHITE 8" TRANSVERSE LINES WITH A 6' MINIMUM GAP BETWEEN THE LINES. THE HI-VISIBILITY CROSSWALK IS WHITE 24" WIDE LONGITUDAL LINES WITH 24" MINIMUM GAPS BETWEEN LINES, SEE DETAIL 'C'. HI-VISIBILITY CROSSWALKS SHOULD BE A MINIMUM OF 6' WIDE. 4. 5. 6. 7. STOP BARS SHOULD BE PLACED A MINIMUM OF 4' IN ADVANCE OF NEAREST CROSSWALK LINE. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL IS 4' MIN. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4' X 4' MINIMUM SHALL BE PROVIDED WITHIN THE MARKINGS. SINGLE DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 2 FEET LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING, SEE DETAIL ►8►. 8. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS. SIDEWALK CURB & GUTTER STOPBAR 4' MIN . 4' X 4' CLEAR SPACE, SEE NOTE 6 DETAI L'A' - DUAL CURB RAMPS DETAIL 'B'- SINGLE DIAGONAL CURB RAMP � � � � � � a I O O O N O i N a� � r � � � � c 0 � C 0 � � a� � � � 0 � � � c 0 � v � � 0 0 N 0 0 0 � � � � � 0 � �� _ - � �� J � - � _ UEY , � � , T2 0 � � O oc � � J � M� O �o � � m � � � >�,- O oac — Q END TD l " � � �I�I � I ' 111,1� i 20 - - � -- - -- ----- . - - - , -L- STA 53+97 CURB RAMP (STD) -L- STA 54+05 \-L- STA 54+00 CURB RAMP (STD) -Y4- STA 23+95 CURB RAMP (STD) -Y4- STA 24+00 L BEGIN TE MB -L- STA 55+08 END TE BEGIN T8 -L- STA 55+27 CURB RAMP (TYPE 1) -L- STA 55+57 CURB RAMP (TYPE 1) -L- STA 56+96 'c� 00 END TE � Q BEGIN T8 z -L- STA 57+16 CURB RAMP (TYPE 1) -L- STA 57+53 CURB RAMP (TYPE 1) -L- STA 57+55 END n -L- STA 57+73 � — — - -=- - - - - UK UJ _ — � -L- SR-3127 (MCCR�MMON PARKiNAY) -Y4- STA 26+00 END TE MB BEGIN TD PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MIL) EDGELINE TB - THERMOPLASTIC (4" YELLOW, 90 MIL) EDGELINE TC - THERMOPLASTIC (4" WHITE, 120 M/L) 10' SK/P TD - THERMOPLASTIC (4" WH/TE, 120 MIL) 3' X 9' MINISKIP TE - THERMOPLASTIC (4" WHITE, 120 MIL) SOLID LANE LINE TI - THERMOPLAST►C (4" YELLOW, 120 MIL) DOUBLE CENTER L/NE TN - THERMOPLAST/C (8" WH►TE, 90 MIL) GOREL/NE TQ - THERMOPLASTIC (8" WHITE, 120 M/L) CROSSWALK LINE TU - THERMOPLASTIC (12" WHITE, 90 MIL) DIAGONAL TV - THERMOPLASTIC (12" YELLOW, 90 MIL) DIAGONAL T2 - THERMOPLAST/C (24" WHITE, 120 MIL) STOP BAR T3 - THERMOPLAST/C (24" WHITE, 120 MIL) CROSSWALK LINE T8 - THERMOPLAST/C (4" WHITE, 120 MIL) 2' X 6' MIN/SKIP CURB RAMPS TO BE CONSTRUCTED IN LINE VI/ITH CROSSWALK AND LOCAT/ON TO BE VER/FIED BY FIELD ENG/NEER. ► PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLAST►C (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRA/GHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLAST/C (BICYCLE STRAIGHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED � a � � � t Q I O � 0 N O i N a� � �c � � -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � � 0 0 � 0 N O � 0 0 � � Q � � � 0 N � � � � �-�� _ � � — — �� . 4 O � � 'v �--_ _ � ____.� � �� . � — _ — � _ _ �t - • � � V O -- Q O boO � ��O �O �,� •O o�0 •O •O �°o <` ��-: O O . .. .� . . . _. _— b o � g� . .O• e p •o a p . o'.c,`.. - ._.— •o 0 0 •o , e . ,�� , o • _, __ �-j� 0 0 . o e o. . .. . _ . ., p b > p a r �� _ _ . o �� — � o '� .o� . . . .. ' 3-r� � b o o a• o 0 0., a $�_� '� E_ V V — __� 11K � — � — � i � — !ON PARKVI/qY 2� �MCCRIMM — -�.- SR-3� — � � -- --= � � � � �: � o 0 4•: ��: . o e, -. . _ o- �'v ��9 __ -- i --�-- — — � :J�b�oa �>. p`b..p� .�. G�� . Y g 'O . • .O• .. � p•bo� d �+.a � . b :: a � _. . �� . ``�. � � - � � K � i -- — _�---- _ � � - -.--o-- — y o c ° ` m v - o� a---- _— o Q ,o 0 0 , .o ° ° o' ro ° � 0 . .o o ° v� °o � . .o� o��'o .o . . �� e o ,° a . o •� ' o� 0 �. o e o a. ro- .o� `o o.ro`o � ��'� o so�.o .� , p • ' ro� ° ' �D . .�. .00 o.b,< 'v .o o_�v'o•. -L- STA 67+25 BEGIN TN \ �� _ � ( _ '° - Q PAVEMENT MARK/NG LINES TA - THERMOPLASTIC (4" WHITE, 90 MIL) EDGELINE TB - THERMOPLASTIC (4" YELLOW, 90 MIL) EDGELINE TC - THERMOPLASTI C(4" WHI TE, 120 MI L) 10' SKI P TD - THERMOPLAST►C (4" WH►TE, 120 MIL) 3' X 9' MINISKIP TE - THERMOPLASTIC (4" WHITE, 120 M/L) SOLID LANE LINE TI - THERMOPLASTIC (4" YELLOW, 120 M/L) DOUBLE CENTER LINE TN - THERMOPLASTIC (8" WH/TE, 90 MIL) GORELINE TQ - THERMOPLASTIC (8" WHITE, 120 MIL) CROSSWALK LINE TU - THERMOPLASTIC (12" WHITE, 90 MIL) DIAGONAL TV - THERMOPLASTIC (12" YELLOW, 90 MIL) D/AGONAL T2 - THERMOPLASTIC (24" WH/TE, 120 MIL) STOP BAR T3 - THERMOPLASTIC (24" WHITE, 120 MIL) CROSSWALK LINE T8 - THERMOPLASTIC (4" WHITE, 120 MIL) 2' X 6' MINISKIP r r O N (Q Z � M ap � Z .o � CURB RAMPS TO BE CONSTRUCTED IN LINE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY FIELD ENGINEER. � J PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLAST/C (R/GHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRA/GHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ R/GHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (B/CYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLASTIC (B/CYCLE STRAIGHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA — PERMANENT RAISED MARKER YELLOW & YELLOW MB — PERMANENT RAISED MARKER CRYSTAL & RED c Q, � � i � � i t � a i 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O � 0 � 0 � � J Q � � � 0 N � � � l��Z �,�'H -L- STA 74+25 CURB RAMPS TO BE CONSTRUCTED 'WALK AND RIFIED BY PAVEMENT MARKING LINES PAVEMENT MARK/NG SYMBOLS TA - THERMOPLASTIC (4" WHITE, 90 MIL) TB - THERMOPLASTIC (4" YELLOW, 90 MIL) TC - THERMOPLASTIC (4" WHITE, 120 MIL) TD - THERMOPLASTIC (4" WHITE, 120 MIL) TE - THERMOPLASTIC (4" WHITE, 120 MIL) TI - THERMOPLASTIC (4" YELLOW, 120 MIL) TN - THERMOPLASTIC (8" WHITE, 90 MIL) TQ - THERMOPLASTIC (8" WHITE, 120 MIL) TU - THERMOPLASTIC (12" WHITE, 90 MIL) TV - THERMOPLAST/C (12" YELLOW, 90 MIL) T2 - THERMOPLASTI�' (24" WH►TE, 120 MIL) T3 - THERMOPLASTIC (24" WHITE, 120 MIL) T8 - THERMOPLASTIC (4" WHITE, 120 MIL) EDGELINE EDGELINE 10' SKIP 3' X 9' MINISKIP SOLID LANE LINE DOUBLE CENTER LINE GORELINE CROSSWALK LINE DIAGONAL DIAGONAL STOP BAR CROSSWALK LINE 2' X 6' MINISKIP UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (R/GHT TURN ARROW) UC - THERMOPLASTI C(STRAI GHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLAST/C (COMBO LEFT/ R/GHT ARROW) UI - THERMOPLAST/C (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLASTIC (BICYCLE STRAIGHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED c a � � i � � i t � Q i O O � O N O � N a� � �C � � � � � � 0 � � 0 � � a� � � � �, 0 3 � � 0 � c 0 � v � 0 0 � 0 N 0 �, � 0 0 � Q � � � 0 N � � � � � i � � � W W z � � O O O O + O � Q � � I J I LLOZ b'N / Eg QyN -L- STA 85+48 CURB RAMPS TO BE CONSTRUCTED /N LINE WITH CROSSWALK AND �O BE VERIFIED BY VEER. 35 PAVEMENT MARK/NG LINES TA - THERMOPLASTIC (4" WHITE, 90 MIL) TB - THERMOPLASTIC (4" YELLOW, 90 MIL) TC - THERMOPLASTIC (4" WHITE, 120 M/L) TD - THERMOPLASTIC (4" WH/TE, 120 MIL) TE - THERMOPLASTIC (4" WHITE, 120 MIL) TI - THERMOPLASTIC (4" YELLOW, 120 MIL) TN - THERMOPLASTIC (8" WHITE, 90 MIL) TQ - THERMOPLASTIC (8" WH/TE, 120 MIL) TU - THERMOPLASTIC (12" WHITE, 90 MIL) TV - THERMOPLASTIC (12" YELLOW, 90 MIL) T2 - THERMOPLASTIC (24" WHITE, 120 MIL) T3 - THERMOPLAST/C (24" WHITE, 120 MIL) T8 - THERMOPLASTIC (4" WHITE, 120 M/L) EDGELINE EDGELINE 10' SKIP 3' X 9' MINISKIP SOLID LANE LINE DOUBLE CENTER LINE GORELINE CROSSWALK L/NE DIAGONAL DIAGONAL STOP BAR CROSSWALK LINE 2' X 6' MINISKIP J PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLAST/C (STRAIGHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLASTIC (B/CYCLE STRAIGHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RA/SED MARKER CRYSTAL & RED � a � � � � � � a � 0 0 � O N O � N a� � r � � -� -� � c 0 � 'c 0 � � � � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N � 0 0 � 0 � � Q � � � 0 N � � � <<pZ �� 8 �� O�jV �. CURB RAMPS TO BE CONSTRUCTED IN LINE W/TH CROSSWALK AND LOCATION TO BE VERIFIED BY F/ELD ENG/NEER. � � � � � � W W Z � � 0 0 0 0 + 0 Q � i J I PAVEMENT MARK►NG LINES TA - THERMOPLASTIC (4" WHITE, 90 MIL) TB - THERMOPLASTIC (4" YELLOW, 90 MIL) TC - THERMOPLASTIC (4" WHITE, 120 MIL) TD - THERMOPLAST/C (4" WH/TE, 120 MIL) TE - THERMOPLASTIC (4" WH/TE, 120 MIL) TI - THERMOPLAST/C (4" YELLOW, 120 MIL) TN - THERMOPLASTIC (8" WH/TE, 90 MIL) TQ - THERMOPLASTIC (8" WH►TE, 120 MIL) TU - THERMOPLASTIC (12" WHITE, 90 MIL) TV - THERMOPLAST/C (12" YELLOW, 90 MIL) T2 - THERMOPLASTIC (24" WHITE, 120 MIL) T3 - THERMOPLASTIC (24" WH/TE, 120 MIL) T8 - THERMOPLASTIC (4" WHITE, 120 M/L) BEGIN TN EDGELINE EDGELINE 10' SKIP 3' X 9' MINISKIP SOLID LANE LINE DOUBLE CENTER LINE GORELINE CROSSWALK LINE DIAGONAL DIAGONAL STOP BAR CROSSWALK L/NE 2' X 6' MINISKIP PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIC (COMBO R/GHT/ STRAIGHT ARROW) UF - THERMOPLAST/C (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMER/C CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLAST/C (BICYCLE STRA/GHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED � � � � � � � a � 0 O � O N O I � � �C � i -� N � � C O � 'c 0 � � � � � � �, 0 3 � � 0 � c 0 � � .� v � � 0 0 � 0 � N O 0 0 0 � Q � � � � i � � � W W Z � 0 0 0 + 0 � � i J I Z J Z � Q � — � � � e 7 '� � •V . ' `" 6 .. � "o `� : .. .. . .. ; . c � O -L- STA 103+00 BEGIN TN � � � � � - v r - p - o • Y A - • . .V . p . Q Oi o O p O ^ e O . .Q . .. � . � � p O O �, .�..^ � T • .O � .. °9 c .. o . ` . � . . . ' `n , �. . . . 9 ° . .. . �- � -L- STA 102+00 END TN � 0 -L- STA 106+00 END TN � -o �� -L- SR-3127 (MCCRIMMON PARKWAY) i i i — � - v - o - . O .. - - • _ _ _ ' � _ _ ' � ' _ _ � • � � -� - v o . � p d . � O Q• o e . O.. A p p c o . O .4 P A P, r O� o 0 o M1 . o..Q P .O o. �• G �• o . D .Q .• P A o � �� •� • • ` o � ,� • • • n o ° ° r, m � ° • n . ... . . � . "P • O , • • o . e a � .o �.. ' . _.. n ,. - o « . <�.. •• .� . .. „ h , , _ - _ • ^ , . • , � e ., .. . .. • . , . PAVEMENT MARK/NG LINES TA - THERMOPLAST/C (4" WH/TE, 90 MIL) EDGELINE TB - THERMOPLASTIC (4" YELLOW, 90 M/L) EDGELINE TC - THERMOPLAST►C (4" WHITE, 120 MIL) 10' SK/P TD - THERMOPLASTIC (4" WHITE, 120 MIL) 3' X 9' M/NISKIP TE - THERMOPLASTIC (4" WHITE, 120 MIL) SOLID LANE LINE TI - THERMOPLAST/C (4" YELLOW, 120 MIL) DOUBLE CENTER LINE TN - THERMOPLASTIC (8" WHITE, 90 MIL) GORELINE TQ - THERMOPLASTIC (8" WH1TE, 120 MIL) CROSSWALK LINE TU - THERMOPLASTIC (12" WHITE, 90 MIL) DIAGONAL TV - THERMOPLASTIC (12" YELLOW, 90 MIL) DIAGONAL T2 - THERMOPLASTIC (24" WHITE, 120 MIL) STOP BAR T3 - THERMOPLAST/C (24" WHITE, 120 MIL) CROSSWALK LINE T8 - THERMOPLASTIC (4" WHITE, 120 MIL) 2' X 6' MINISKIP � l � pZ �� 8 Obj� 0 i. t • O G � � • O . ._!,,, � P ,p n .. . � • .. • O . -L- STA 111+10 BEGIN TD CURB RAMPS TO BE CONSTRUCTED IN L►NE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY FIELD ENG/NEER. P ` P PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRA►GHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (B/CYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLAST/C (BICYCLE STRAIGHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED c a � rn i � � t Q i O O � O N O � N a� � �C � i -� N � � C O � C O � i N � � � �, 0 � � 0 � c 0 � � .� v � 0 � 0 N O � 0 � 0 � � J Q � � � 0 N � � -Y�- Sr A 23f�p �SyEE T -Y7- STA 24+19 .�. 0 N P'�'/2J `��Z b �N� �8 O yN CURB RAMPS TO BE CONSTRUCTED IN LINE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY FIELD ENGINEER. END TE TE TE TC TC BEGIN TE TE TC TC PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 M/L) TB - THERMOPLASTIC (4" YELLOW, 90 MIL) TC - THERMOPLASTIC (4" WH/TE, 120 MIL) TD - THERMOPLASTIC (4" WHITE, 120 MIL) TE - THERMOPLASTIC (4" WHITE, 120 MIL) TI - THERMOPLASTIC (4" YELLOW, 120 M/L) TN - THERMOPLAST/C (8" WHITE, 90 MIL) TQ - THERMOPLASTIC (8" WHITE, 120 MIL) TU - THERMOPLASTIC (12" WH/TE, 90 MIL) TV - THERMOPLASTIC (12" YELLOW, 90 MIL) T2 - THERMOPLASTIC (24" WHITE, 120 M/L) T3 - THERMOPLASTIC (24" WHITE, 120 M/L) T8 - THERMOPLASTIC (4" WHITE, 120 MIL) EDGELINE EDGELINE 10' SK/P 3' X 9' MINISK/P SOLID LANE L/NE DOUBLE CENTER LINE GORELINE CROSSWALK LINE DIAGONAL DIAGONAL STOP BAR CROSSWALK L/NE 2' X 6' MIN/SKIP PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIG (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLAST/C (BICYCLE STRAIGHT ARRO W, HEATED /N PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED a � 0 � � � a I O O 0 N 0 I N^` W � r � � a� � � c 0 � 'c 0 � a� � � � 0 � � 0 � c 0 � � .� v � � 0 0 � 0 N � 0 0 � 0 � � Q � � � � 0 N \ � � � 9�- , � po , ,. �� -9�- ` _ .o :. � :o . o 'o 0 =`� , N t� _ _ STq 23+50000 (SHEET PM-13) MAT CHLI NE Y8 - Y�3 - 5 I A 24+51 CURB RAMP (STD) -L- STA 129+48 CURB RAMP (STD) -L- STA 129+45 END TE TE TE TE TC TC U �--�r_�__ .�0 m.�p q 0 CD • 0 • 0 4 G Y � 4 P C 4 G > . : - O Q o p O 0 • e � e � • o Q • O 0 • o p o p • e p • o p • 0 p • p e O ° O ^ O ° O ° � ° 0 ' � ° 0 °� �� . ..�.__.� ._... �� . .O .� . .O . . O .� . b .� .•.O .O . .p .0 . .p _.O .O .� . �O .� . �O .O .0 .� . �O .0 •.6 •0 • W •0 • �O •� • �O •� • `O •� ' 'C •� ' 'p •� � � � UJ �� SR-,3�27 — — (Mcc �MM�� °'4RKW � _ _ AY) � UJ � — UC � - - - ' � �' � ' _ - _ UC — — -,. a p p _ � � _ � � � .a -�_ UB , ., a o 0 0 __ .V .�- -L- STA 124+95 END TE BEGIN TD T8 T8 � F �, U B 7, U B _ ' � I ., . • — . . .� . �O .O . �O •O • U .O • �O •� • U .� . q .� • �O •� . .p •� � y s4 . p .Q • p •0 • p .0 < ... . � � O O O O O O O O O O O O O O O O O O O O O O O O �� -L- STA 129+57 CURB RAMP (STD) -Y8- STA 25+90 CURB RAMP (STD) -Y8- STA 25+94 -L- STA 126+45 END TD T8 T8 BEGIN TE TE TE BEGIN TA � -Y8- STA 24+50 CURB RAMPS TO BE CONSTRUCTED IN L/NE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY FIELD ENG/NEER. UE �A END TA TE TE �'�' 4 TC TB TB UA OOO � MB MB MB -Y8- STA 24+59 � CURB RAMP (STD) -� i T2 -L- STA 130+89 � CURB RAMP (STD) � , n TQ w O ` = V ✓ � _ � � y-� � U C E-- _ c� —� O0 25 � T2 UC E- o O � �° T� � � T3 � o � � p� _ U � � I � � � � � O �C N � � , � _ Q � � — � _ � � J � � O-L- STA 131+00 � Q � BEGIN TE TN TN � \ TC TC TB TB Q T2 -L- STA 130+94 � CURB RAMP (STD) -Y8- STA 25+95 UC CURB RAMP (STD) -Y8- STA 26+05 h '� � BEGIN TE TE TB TB v MB ATCHLINE -YB- STA 27+OOe00 ISHEET PM-14� PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MIL) EDGEL/NE TB - THERMOPLASTIC (4" YELLOW, 90 MIL) EDGELINE TC - THERMOPLASTIC (4" WH►TE, 120 MIL) 10' SKIP TD - THERMOPLASTIC (4" WHITE, 120 MIL) 3' X 9' MINISK/P TE - THERMOPLASTIC (4" WHITE, 120 M/L) SOLID LANE LINE TI - THERMOPLASTIC (4" YELLOW, 120 M/L) DOUBLE CENTER LINE TN - THERMOPLASTIC (8" WHITE, 90 MIL) GORELINE TQ - THERMOPLASTIC (8" WHITE, 120 MIL) CROSSWALK LINE TU - THERMOPLASTIC (12" WHITE, 90 MIL) DIAGONAL TV - THERMOPLASTIC (12" YELLOW, 90 MIL) DIAGONAL T2 - THERMOPLASTIC (24" WHITE, 120 MIL) STOP BAR T3 - THERMOPLASTIC (24" WHITE, 120 MIL) CROSSWALK LINE T8 - THERMOPLASTIC (4" WH1TE, 120 MIL) 2' X 6' MIN/SKIP PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (R/GHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIC (GOMBO RIGHT/ STRA/GHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) U► - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLASTIC (BICYCLE STRAIGHT ARRO W, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED o, � � i � � � a 0 � N 0 � � � �c � � � c 0 � 0 � � a� � � � � 0 3 � � � c 0 � � .� v � � 0 0 � 0 N O �, 0 � 0 0 � � Q � � -. 0 � � I U � c c � � � < � � -L- STA 134+50 135+50 � L- STA 135+89 JRB RAMP (TYPE 1) -L- STA 136+00 END TD �� -L- STA 136+45 CURB RAMP (TYPE 1) . ,a o . ,6 ��« 0 0 o Vo 0 o ao 0 0 q � •cl � •A � 'dm_o`'� V . �V . .V <. V . ,:v ... Q•�p lb • 0 CD • p 4• 0 00. -- -- - -- - -- � - - � - - - - � � -L- STA 136+70 BEGIN TD -L- STA 138+32 CURB RAMP (TYPE 1) 0 — -L- STA 139+00 BEGIN TE TI TC TC � -L- STA 140+00 END TE BEGIN TD TI � � -=� _. -L- STA 138+20 END TE TC TC �,° � _ L - STA 137+70 END TD BEGIN TE -L- STA 137+44 BEG I N TB TB PAVEMENT MARKING LINES TA - THERMOPLAST/C (4" WHITE, 90 MIL) EDGEL/NE TB - THERMOPLASTIC (4" YELLOW, 90 M1L) EDGELINE TC - THERMOPLASTIC (4" WH►TE, 120 MIL) 10' SKIP TD - THERMOPLASTIC (4" WHITE, 120 MIL) 3' X 9' MIN/SK►P TE - THERMOPLASTIC (4" WHITE, 120 MIL) SOLID LANE LINE TI - THERMOPLASTIC (4" YELLOW, 120 MIL) DOUBLE CENTER LINE TN - THERMOPLASTIC (8" WHITE, 90 M/L) GORELINE TQ - THERMOPLASTIC (8" WHITE, 120 MIL) CROSSWALK LINE TU - THERMOPLASTIC (12" WHITE, 90 MIL) DIAGONAL TV - THERMOPLASTIC (12" YELLOW, 90 MIL) DIAGONAL T2 - THERMOPLAST/C (24" WH/TE, 120 M1L) STOP BAR T3 - THERMOPLASTIC (24" WHITE, 120 M/L) CROSSWALK LINE T8 - THERMOPLASTIC (4" WHITE, 120 MIL) 2' X 6' MINISKIP -L- STA 140+75 END TD TI TI TC TC CURB RAMPS TO BE CONSTRUCTED IN LINE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY FIELD ENGINEER. \ � `� �� _ �� . i �� _ �_ �, --� _ \ � \ --- - , � � � \ t� ` ` �_ �- � � �� _� __� � ��_ �=` \ � _,;! �� _� �� ` � � � I�_� � ` - ��`_ __ I�_�� ` I �_ _ , _ - I� � PAVEMENT MARK/NG SYMBOLS UA - THERMOPLAST/C (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLASTIC (BICYCLE STRAIGHT ARROW, HEATED ►N PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED � � �, � N � i t Q i O � O O � � � .� � � � � 0 � c 0 � � a� � � � �, 0 � � 0 � c 0 � � .� v � 0 0 � 0 N 0 0 0 � � J Q � � �� ,��' � % � / \ \ /� � �� .�� / J r �' � � � � / � ,\\ �\ _ J � -� � � � �_� � � �� 1� � \� � � � � � L ( - � i �1 J � —' � _� � �� ' � _-- � � - � �� / � � � � � � / �� / � - _ ---� I ��\�\ \ \ ,\� I / \\� \ �.. _ I /� �� \\ \ \ � l � r \ - l� � �; N C -Y CU Z D v .. � z D N 0 � CURB RAMPS TO BE CONSTRUCTED IN L/NE W/TH CROSSWALK AND LOCAT/ON TO BE VERIFIED BY FIELD ENG/NEER. � t, PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MIL) TC - THERMOPLASTIC (4" WHITE, 120 MIL) TD - THERMOPLASTIC (4" WHITE, 120 MIL) TE - THERMOPLASTIC (4" WHITE, 120 MIL) TI - THERMOPLASTIC (4" YELLOW, 120 MIL) TN - THERMOPLASTIC (8" WHITE, 90 MIL) TO - THERMOPLASTIC (8" WHITE, 90 MIL) TQ - THERMOPLASTIC (8" WHITE, 120 MIL) T2 - THERMOPLASTIC (24" WHITE, 120 MIL) T3 - THERMOPLASTIC (24" WH/TE, 120 MIL) T8 - THERMOPLASTIC (4" WHITE, 120 MIL) EDGELINE 10' SKIP 3' X 9' MINISKIP SOLID LANE LINE DOUBLE CENTER LINE GORELINE DIAGONAL CROSSWALK LINE STOP BAR CROSSWALK LINE 2' X 6' MINISKIP PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRA►GHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED ►N PLACE) UK - THERMOPLASTIC (BICYCLE STRAIGHT ARROW, HEATED l, PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED 0 "� � --1 � � __ _ � \—_ � 0 i � � �n -Y8- STA 16+00 BEGIN TD TC TI MA MB MB �� I � I �_ _ . � c c . .L . ✓ , , ,...`_-. p �o .: .. 0 N - Y8 - 5TA 20+5�3 CURB RAMP (TYPE 1) -Y8- STA 19+95 END TD -Y8- STA 19+86 CURB RAMP (TYPE 1) -Y8- STA 19+26 END TA MB - o — a — — o — — o — — - ° — o- -v - - - - o_ _v � — — a— —a — o- I— o— —v — c+ —°— —° � o- � —� _ � — �� o — — � UA — — — — — — — — — — — — — — — � -0 o— — u — -a — o— T �d� d� I �� oti � �� ` CURB RAMPS TO BE CONSTRUCTED IN LINE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY F/ELD ENGINEER. o • , o 0 0 0 • , o� 8 4 �x s s� o o ' o. Q o B 9 �e Q �' o 0 o — — o — o — — -Y8- SR-1002 (AV/ATION PARKINA UA � � UA 1' �� -Y8- STA 18+82 �� BEGIN TA -Y8- STA 17+38 '— END TI MA I BEGIN TA TB TB /Y � �\ � \) � ) / � � s \ � , -Y8- STA 18+95 BEGIN TD -Y8- STA 20+95� BEGIN TC MB MB PAVEMENT MARK/NG LINES TA - THERMOPLASTIC (4" WH►TE, 90 MIL) EDGELINE TB - THERMOPLASTIC (4" YELLOW, 90 MIL) EDGELINE TC - THERMOPLASTIC (4" WHITE, 120 MIL) 10' SKIP TD - THERMOPLASTIC (4" WHITE, 120 MIL) 3' X 9' M/NISKIP TE - THERMOPLASTIC (4" WHITE, 120 MIL) SOL/D LANE L/NE TI - THERMOPLASTIC (4" YELLOW, 120 MIL) DOUBLE CENTER LINE TN - THERMOPLAST►C (8" WHITE, 90 MIL) GORELINE TQ - THERMOPLASTIC (8" WHITE, 120 M/L) CROSSWALK LINE TU - THERMOPLASTIC (12" WHITE, 90 MIL) DIAGONAL TV - THERMOPLASTIC (12" YELLOW, 90 M►L) DIAGONAL T2 - THERMOPLASTI C(24" WH/ TE, 120 M/ L) STOP BAR T3 - THERMOPLASTIC (24" WHITE, 120 MIL) CROSSWALK LINE T8 - THERMOPLASTIC (4" WH/TE, 120 MIL) 2' X 6' MIN/SKIP UE -Y8- STA 22+00 END TD BEGIN TE o — L�L UA -Y8- STA 22+75 END TC BEGIN TE PAVEMENT MARK/NG SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARROW) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLASTIC (BICYCLE STRAIGHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED � � � � r c < h � � n < i � � 0 � 0 0 �, 0 � 0 � � Q � � � 0 N � � � � titUlN � BEGIN TI TI TB TB MA MA a (AVjAT/pN ._� — \ � \ -- ---_ ��i PqRjCj/V�4 f,� _�� _ __` __ _�� _�� ---_- . �. _ -- -_ � -- � _a_- �� _ � - -- -- _ �- -�, I PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WH/TE, 90 MIL) TB - THERMOPLASTIC (4" YELLOW, 90 MIL) TC - THERMOPLASTIC (4" WHITE, 120 MIL) TD - THERMOPLASTIC (4" WH/TE, 120 M/L) TE - THERMOPLASTIC (4" WHITE, 120 MIL) TI - THERMOPLASTIC (4" YELLOW, 120 MIL) TN - THERMOPLAST/C (8" WHITE, 90 M/L) TQ - THERMOPLASTIC (8" WHITE, 120 MIL) TU - THERMOPLASTIC (12" WHITE, 90 M/L) TV - THERMOPLASTIC (12" YELLOW, 90 MIL) T2 - THERMOPLASTIC (24" WHITE, 120 MIL) T3 - THERMOPLAST/C (24" WHITE, 120 MIL) T8 - THERMOPLASTIC (4" WHITE, 120 MIL) � CURB RAMPS TO BE CONSTRUCTED IN LINE WITH CROSSWALK AND LOCATION TO BE VERIFIED BY F/ELD ENG/NEER. _ � �-- ��_ _� � _ �_ � - /-� _� -� �� _� -J � �� ='_ 1 / �� '� � > / __ _ �� --�� _ � � i ,� f ,/ � Q / �> Q / � / / / `O / � EDGELINE �� ,/�� EDGELINE 10' SK/P 3' X 9' M/N/SK/P SOLID LANE LINE DOUBLE CENTER LINE GORELINE CROSSWALK LINE DIAGONAL DIAGONAL STOP BAR CROSSWALK LINE 2' X 6' MINISK/P PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) UB - THERMOPLASTIC (RIGHT TURN ARROW) UC - THERMOPLASTIC (STRAIGHT ARRO W) UE - THERMOPLASTIC (COMBO RIGHT/ STRAIGHT ARROW) UF - THERMOPLASTIC (COMBO LEFT/ RIGHT ARROW) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTERS) UJ - THERMOPLASTIC (BICYCLE SYMBOL, HEATED IN PLACE) UK - THERMOPLAST/C (BICYCLE STRA/GHT ARROW, HEATED IN PLACE) PAVEMENT MARKER SYMBOLS MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RA/SED MARKER CRYSTAL & RED C � � 'v W � � � a � 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � � i PROJECT REFERENCE NO. SHEET NO. CLEARING AND GRUBBING ' I � . J I I `�II � I�I III� � �` �� \I �'. � EROSION CONTROL FOR � �\ U-5828 EC-2 �; � f � CONSTRUCTION SHEET 4 Ki m I e>> H o r n R�W SHEET NO. , o�i � r -, v � � � o I �� II I I I I I I � I I � i � ROADWAY DESIGN HYDRAULICS � � `" II I �I I � �' P.O. BOX 33ob8 ENGINEER ENGINEER �� I�'I�I�� I �ti � � � \ � I I � I � I � RALEIGH, N.C. 27636-3068 �i I I I . �i� � � � � � n I � I I I ti�� I � � � � � ��_ � J � � �n RIGHT-0E-WAY REV. V A I �� I / / � � � ��IIIIII/�� V��A ��/i A�� /� ` � � � ( � W � � � � � �� — — —, ' 20 � ,, � ��000 R0� �� ; ,,�� a,�v000 0��'�;, \ � �I II I I � � I i ��.�� T%ERS LLC. �'' coNST.Rev. ;�o� pFESS/p�°�q ; ��o� pFESS/p�j �� , '�� I I �I I V i � � � � � � � �� _ =� � �� SEAL � = = � �� SEAL � � = �i , � � � � � � � � N � �� I I. 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STE� ART �� /CHECK DAM c I \ �14� � I i� I � � ' �� , NCDENR PRACTICE 6.06.1 & STfPHENS E%'TERPRISES LLC. '� / , -'� a � I NCDENR PRACTICE 6.70.1 � o I / \ I I I �,� ` , i r '� NCDENR PRACT/�E 6.83. � � .� — �� i I � � I �� I �� il � , 25 � � � , t � i � � � � � ~ �� 5�i � � (TYP/CAL) � � � _ , ' ' _ I I , f � �, � �' I � \� � � ,I �I bl � ,_ I� �' I I � /� N/F �- /NSTALL TEMPORARY � yfi � o I � I � I� � I , � � 1 � � � � . ��_ MICHAEL;-L. STE�IART �; I � 1 � b I / � SED/MENT FENCE \ ; / - � � � � �� i5• RCP � I �� I�, I , � �, � � � STEPHENS ENTERPRISES. 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NCDENR PRACT/CE 6.62.1 � � ; _ ---� � __ STOCK�ILE/ LAYDOWN M.A.L. PROP�RTIES. LLC -- - � � �� ` � \ AREA�' �� CENTRAL CAROLII�A REALTY. INC. (�PICAL) � --,_ � N�F 18" TEIVIPORARY PE - - -- MICHAEL L. STE�ART - `` AIS FORESTRY & FARMING. LLC SEE CUCVERT CON TRUC O SEQUENCE � � ..�-� _ ` � � � STEPHENS ENTERPRPSES. LLC. CHECK DAM �� STEPHENS ENTERPRISES. LLC SHEET E� 1y6 � ' ^ � � / � - � ' _- � ` \ NCDENR PRACT/CE 6.83.1 �,� ,� N m � , � � - (TYP/CAL) �� - � � � � � i \ � � � y�ua�_� m � � i � � � LEGEND CONSTRUCTION LIMIT -C ---- F LIMITS OF DISTURBANCE TREE PROTECT/ON FENCE - T P F- (SHADED) TEMPORARY DI VERSION T D� T D SK/MMER SEDIMENT BAS/N DITCH GRAVEL/HARDWARE CLOTH TYPE � INLET PROTECTION SEDIMENT BASIN EMERGENCY - > - > SP/LLWAY COFFER DAM/IMPERV/OUS DIKE � SPEC/AL ST/LL/NG BASIN AND DEWATER/NG PUMP TEMPORARY ROCK SILT CONCRETE WASHOUT STRUCTURE CHECK, TYPE A � � TEMPORARY S/LT FENCE SILT FENCE OUTLET � TEMPORARY ROCK SILT ROCK DAM � CHECK, TYPE A WITH PAM � CLEAN WATER DIVERSION � CWD � TEMPORARY GRAVEL CONSTRUCTION ENTRANCE � INSTALL SPEC/AL STILL/NG AS/N `�, AND DEWATERING PUMP SEE SHEET EC-41 � � �, POND DRAINING SEQUENCE 1. DEWATER POND WITH USE OF A 4" (OR 4, ONCE THE FISH HAVE BEEN REMOVED, 6") SELF-PR/MING TRAILER PUMP SET UP ON CONTINUE DEWATER/NG UNTIL THERE ARE THE EX/STING POND DAM. SUSPEND /NTAKE ONLY SMALL AREAS OF PONDING TRHOUGHOUT HOSE IN THE WATER COLUMN TO MINIM/ZE THE POND. USING A SMALLER PUMP WITH A SILT INTAKE SUCTION HOSE PLACED INSIDE A SLOTTED 2. D/SCHARGE WATER INTO THE TEMPORARY BARREL, PUMP THE SMALL AREAS/PUDDLES 18" PIPE INTO SILT BAGS AND DISPOSE SILT OFFS/TE. 3. DEWATER POND TO A DEPTH OF 3' TO 5' 5. FULLY BREACH THE EX/STING POND DAM AND BEGIN FISH REMOVAL PROCESS. FISH AND ALLOW THE POND BOTTOM TO DRY. SHALL BE REMOVED BY SEINING THE POND AS 6. ONCE THE POND BOTTOM HAS DRIED, /T /S BEING DEWATERED. SE/NING SHALL INSTALL THE 30" RCP /N ACCORDANCE WITH CONSIST OF PULLING A LONG NET THROUGH THE CULVERT CONSTRUCTION SEQUENCE PLAN THE BODY OF WATER TO BE CLEARED OF ON EG 16. F15H. AS THE NET IS PULLED FROM ONE 7. GRADE AREA TO PROVIDE POSIT/VE SHORELINE TO THE NEXT, FISH WILL BE DRAINAGE TOWARDS THIS NEW CROSS P/PE. CONCENTRATED /N THE NETTING, SCOOPED SEED AND MULCH TO STABIL/ZE. OUT WITH DIP NETS AND REMOVED. „� 1 � PROJECT REFERENCE NO. SHEET NO. ��,i � CLEARING AND GRUBBING � U-5828 EC-4 EROSION CONTROL FOR Ki m I e>>> H o r n ILW SHEET NO. � CONSTRUCTION SHEET 6 y �,. � ROADWAY DESIGN HYDRAULICS ,6' P.O. 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TEMPORARY 24" PIPE � � � � `� � � c � � �� \ � � / � , � -� � � / � � SEE CULVERT CONSTRUCTION SEQUENCE � � � � �, , \ � � � Z Q� ' \ � - � � � � � \ � \ , � ` � / � - - = _ � � � � SHEET EC-77 1 i 1 � � \ �� ; s � � -� I �� \ � I � �340---' � , , '' � � p�� C� � v � �., � � A I \ � l � ; � � � , �-, � Q c ,�� ` , � � � � _ - � � � � - _ _ _ � � � , � � �j -� /NSTALL TEMPbRAR� CLEAN � � � � o - � � J , _ WATER DIVERSI�ON DITCH _� � � QQ � ` � - - - � � � � / � � � � � / W/ GEOTEXTILE FOR SOIL / � RAIN EXISTING POND � r \ � \ � � � � '` � ` � � � � � / � � STAB/LIZATION 1 �"� _ \ � � � - � o CORDING"�O DRAIItifNC � � � � � � - - - - - � � , A � � � � , � � SEE SHEET EG36 � � �� c PL N TFfIS�SHEET BEFORE � � � � � � �' � � �� / � ; `, � � � � INSTALL SPEC/AL ST/LL/N CLE ING AND GRUBBING ` _ � � � J ' N�F ., ,� � � � � � \ � � � I �� \ '''`� � o BASIN AND DEWATERING BEGI S IN THIS AREA �� 1 ��- � � PUMP SEE SHEET EC-41 � �� o I � " AIS FORESTRY & FARI�ING. LLC � � ' � � � � � � / �� ;'� / , ei � � r, � ) � _ STEPHENS ENTERPRISE,S. LLG � \ � � , � o / � PROV/DE STABILIZED OUT T TO �� - -- - - � � � � � � � � � V � I � \ � �j�� o STREAM BANK NCDENR P TICE � A � � ;�' � \ � � � I � � � 7630.06 (TYPICAL) � \ � \ 1 � � v � ` � � � � /NSTALL TEMPORARY DIVERSION � �; � `� DITCH W/ JUTE NET .- ` � LEGEND � � ` � � \ � NCDENR PRACTICE 6.20.1 � p CONSTRUCTION LIMIT - - - - - - - - �� LIMITS OF DISTURBANCE C F M� �. o TREE PROTECT/ON FENCE — T P F— (SHADED) , O TEMPORARY DIVERSION To � ro POND DRAINING SEQUENCE �, SK/MMER SEDIMENT BAS/N DITCH � GRAVEL/HARDWARE CLOTH TYPE � 1. DEWATER POND WITH USE OF A 4" (OR 4, ONCE THE FISH HAVE BEEN REMOVED, o INLET PROTECTION � 6") SELF-PR/MING TRAILER PUMP SET UP ON CONTINUE DEWATER/NG UNTIL THERE ARE � SEDIMENT BASIN EMERGENCY —>—> THE EX/STING POND DAM. SUSPEND /NTAKE ONLY SMALL AREAS OF PONDING TRHOUGHOUT J SP/LLWAY HOSE IN THE WATER COLUMN TO MINIM/ZE THE POND. USING A SMALLER PUMP WITH A � COFFER DAM/IMPERV/OUS DIKE � SILT INTAKE SUCTION HOSE PLACED INSIDE A SLOTTED � SPEC/AL ST/LL/NG BASIN 2. D/SCHARGE WATER INTO THE TEMPORARY BARREL, PUMP THE SMALL AREAS/PUDDLES Y AND DEWATER/NG PUMP TEMPORARY ROCK SILT 18" PIPE INTO SILT BAGS AND DISPOSE SILT OFFS/TE. CONCRETE WASHOUT STRUCTURE CHECK, TYPE A � 3. DEWATER POND TO A DEPTH OF 3' TO 5' 5. FULLY BREACH THE EX/STING POND DAM �❑ AND BEGIN FISH REMOVAL PROCESS. FISH AND ALLOW THE POND BOTTOM TO DRY. SILT FENCE OUTLET � SHALL BE REMOVED BY SEINING THE POND AS 6. ONCE THE POND BOTTOM HAS DRIED, TEMPORARY S/LT FENCE /T /S BEING DEWATERED. SE/NING SHALL INSTALL THE 30" RCP /N ACCORDANCE WITH CONSIST OF PULLING A LONG NET THROUGH THE CULVERT CONSTRUCTION SEQUENCE PLAN TEMPORARY ROCK SILT ROCK DAM � THE BODY OF WATER TO BE CLEARED OF ON EG16. � CHECK, TYPE A WITH PAM � F15H. AS THE NET IS PULLED FROM ONE 7. GRADE AREA TO PROVIDE POSIT/VE o CLEAN WATER DIVERSION � CWD � SHORELINE TO THE NEXT, FISH WILL BE DRAINAGE TOWARDS THIS NEW CROSS P/PE. � CONCENTRATED /N THE NETTING, SCOOPED SEED AND MULCH TO STABIL/ZE. TEMPORARY GRAVEL OUT WITH DIP NETS AND REMOVED. � CONSTRUCTION ENTRANCE c � � v t Q � 0 � O 0 � � � �c � -� -� c 0 � 0 � � a� � t � 0 � i � c 0 � v � � 0 0 0 N O �, � 0 � i J Q � � 0 N \ � � � CLEARING AND GRUBBING PROJECT REFERENCE NO. SHEET NO. I . ' EROSION CONTROL FOR Ki m I e>>> H o r n U wW S� EET NO. EC—J� CONSTRUCTION SHEET 7 y � ROADWAY DESIGN HYDRAULICS ' P.O. BOX 33068 ENGINEER ENGINEER RALEIGH, N.C. 27636-3068 � — � ��iiiilli�ii ��iiiiiiilii � RIGHT-OF-WAY REV. �� C � R� �ii � ��Q� � � � R� ��/� ' � � / ` \ \ CONST. REV. �� Q�ESS�Q �i",tJ % � � O�Q�ESS�Q� �/,tJ � � % � , � � ' � ' � N� , N� � � �� SEAL � - - � �� SEAL �� - � � ' � � CIOZ bN/ �8 Q�yN � �� '� �� 029876 0;� ; ;��0 026480 0�>; , i _ _ ' �, r i � _ , , � ° FN� �,�o �., , � � FN �.� , ,, � _ � i . r�� r�� ; � i E,o , :��oci �oo��; , , � ,, � oN�o ��,;� ,, � oo�� o, _-- �� I- � / -- � i � � / /� '� S • �` � ° R � 8�� _ � % � _. � - � , E� �, '` / � � � - - -__ � � ; � ;' . % '��iiiiiiin��`� ��iiiiiiiii��`� � i ' _ I ' ' �� _ � � � � l / � I � � � . l �000s - � �, _ — i� � i �+,� � � � � � � ' �� ,� — � � - � � � � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL ;_ �__�-- r� _�r� _ a_ C _� - � / / � � I � - � �� _ �t-- ------�, �� _ _ _ — — � � _ � � �� , � i � I 1 � r� � UNLESS ALL SIGNATURES COMPLETED \ 1 — � — — — � — � � � � / � � � : � � ; ' e ` � � ' — �' ` I I � � — � � �. 1 � � � �� / � � , � � � � � �. �, _ ,- � — — — � / , l � ! � � i � � �� R�� / \ � � � I 1 � ' �>� — / � � ' � � ._s��= _�tr� : � I I / � � � � � � _ — ' � � / i � � _ 000s - , , - � - �.�; i �� I / � � � � � � � l V — � � l �� I � i � ,�_� 1 � � I \ _ _ _ � � � ` � , , - , � � � , � � _ _ �,, ,, o , �� - - - - �� ' ` ` � �`�- -- � � , , , � � �, , , , � .�,�, , � � �___,,--, � � � � � , . i i � � I � � � i � � � l , i � � � . ,' � ..�- , � r , \ \ - , , �, ' � , ,- i �- � ��,� - r3p� ,-� � ; � � , �___ , � _ _ ,- , � _ - � � � � � - � � , — i � — �� , �( i � / — \ � � ' � l � i � � � �- ' N�F � � � 1 � , ,' � � � � � ; 5 ��0� � \ � � — � — � � � � C�CF PROPERTIES. LLC � � , / / \ � % ! ��o�. � � � � � �, � � J � � � \ j — � � � � � \ . i'�' I . � � �, � \ � _ — � _ I I I � � '� \ , � ; � ; �/ A � � , � � � � � / � / � I � � � � � � � / � i . �� ": � � � � / p � _ � � � I � � J � � / � �� ,' ,' � � _ � � " � � — — INSTALL S/LT�FEN�'E � — p � � I I � � � / I � l � � A � � . . � �O . � � � OUTLET , � � � \ � I � / � � � i / ' � � � � . � . � , � � \ � SEE SHEET EG.�S - - -- I I � / � � � � i � i � � � ,' ,' .� � _ IN�� ' � — � � (TYPICAL) R \ � � _, , �� / _ �� .. � I I \ I � �� V / � ' �� ' ' � , � � \ .,` \ I -- _ � >� �, �, � I � \ � I I � i � . . � � �, � � _ � � I � � � I � I. .. \ � � � i ,,� , , � ;%� -. a. i �000s � ,_� � i � � � — � � �'� ' �� —'' � � � E � � � r � - � � � � � �� _ _ `� , � I I � � ', � G�`v 1 I �. � � i � � PF � — � � � � � , � — � E � � � — U � �� _�� — / / � , A � � � � �' � � F / � � �� l � � � � _ TPF � TPF �, TPF _ TPF ��i � � � � � � C — — � � — — — — C — — — � — — — — �— — — — — � — _ _ . � I� v � �_ I �_ —--_ C C CW _ _ � _ — W - I y _ _ _ — — — — — — — — — — — — — — — _ F = PUE � �E � ( i — � -� O�c' Z __ �. __— - � - _ — � - _ _ � _ _ _ R i R R Q � z � A o � � � I i � ' ' -� � � �� ; �� I -- -- � � � , � i � � _ � -��-=--=�-�---'------ — �- - � O � � � , � � � � � ;� I � � i ; �� _ ,��' � � � �--J__ _ _ , + �,. � � , _ _ � -<_�--�----_--- �- � � � � � � \ / � � I _ ,/ , � . -'. . ' .r . � � � � / � . . . — . . � � � � - ' L- SR-3127 MCCR/MMON PARKWAY � � I � — , � � — .. r-.-, � / . . . � i � — � \ � - --- "'�`,� _ . � - i ) 1 / - _� _ ` : . . . � . . . w , � � � 1- � � .. .. - _ _ , � � - � � � � � �� Q , , , , �� I � , , � � � � INSTALL TEMPORARY DIVERSION I � � �` � a � , ; DITCH W/ JUTE NET � , , / . ; , j i / 1 � � � �, � — — NCDENR PRACTICE 6.20.1 Q1.�- � � ' / ' / , � i � i � �� - J �, � �� I � � � — � �, ...� 41 � �� I � i \ � — _ � � 1 � � / � � � � , �I I \ � � / \ � , � _ _ — — � � � li , �0 / / � � A ��' / 1 — ' � � � � I � � � 1 r� �� ` � � � ! / � 1 � � � � � � � i �' J � � Z � � � � ' ��'� � � � � � � � � � U J � R �-�0 R R Q Z � c _ � � � � — — — — _— — — — — — — — ' f i % / � PD PDE PDE .�� _� � — — — p� E � E E � � � I i � PDE � .� �c , , .� " D E E E ' � � — / i � ^ ��T ? , � , � d - u r ° _ — — _ � � � �J , ' � _ ._ � � � ,� � � �� _ �� , � ' � _� -- — — — � �� ,� \ , , � — — _ � �' � ? 1 � _ _ _ � / � I � � � � � � — . � � �l � _ � � � INSTALL POROUS BAFFLE � � V� E E � �� — — — _ — C � �� ✓/ � � � V � � � � � � �� ' �, � � � NCDENR PRACTICE 6. 65.1 � � � � � � ,r � E E � � � — — — � f \ � � �� , 1 / � � � � � � ' AMOR 10' X 8' TRANSITION AREA , � �I � � { I � � � � ' � ' ,,. --- � ' � \ � � �I � � � �� l �� % � � � / I'� '� � WITH 4 TONS CLASS 'B' R/P RAP � �O� � l � � � � � / / / �1 � � � � � � � � �� —, AND 10 SY GEOTEXT/LE TO � �� l � � % ; / / ; INSTALL TEMPORARY � � \ � 1 � r � I � � % i, �� ,' /� � � � � PREVENT SCOUR O � � � � / '` -�- — � SED/MENT FENCE � � / � �j� � ' , � � �1 � � � NCDENR PRACTICE 6.62.1 \ � �— � \ \ c� � ' � / / / � � � , � � w � � � �� A /f �,' �� Il � � � I (7'YPICAL) , ) �� INSTALL SK/MMER SEDIMENT BASW � 0 � I y � � ,. � � � �' � 1�./ ,� 50'L X 25'W X 3'D � , I � � I � � � � J ��- \ \ � � ." � aC �J �� / ,' 3" SKIMMER W/TH 0,75" ORIFICE DIA, ,� , �— INSTALL TEMPORARY D/VERSION �, ' � l �� -' � j �� ' 4.9 DAY DEWATERING TIME � V�,� , N�F DITCH W/ SYNTHETIC MAT l�� /� // � ,_! ��.'�. � NCDENR PRACTICE 6.60.1 � Q � STEPHENS ENTERPRISES. LLC NCDENR PRACTICE 6.20.1 � � I � � _ � � � � I � � � �� — � � INSTALL TEMPORARY DIVERS�N � � � I � � / � � . � � � � � DITCH W/ JUTE NET � � CHECK DAM - �, `� � NCDENR PRACT/CE 6.20.1 � I �� NCDENR PRACT/CE 6.83.1 ' 1 (TYPICAL) LEGEND � � � CONSTRUCTION LIMIT -C ---- F LIMITS OF DISTURBANCE � �� TREE PROTECT/ON FENCE — T P F— (SHADED) I TEMPORARY DI VERSION T D� T D � � � SK/MMER SEDIMENT BAS/N DITCH r' � 35 GRAVEL/HARDWARE CLOTH TYPE � � INLET PROTECTION � � SEDIMENT BASIN EMERGENCY — > — > SP/LLWAY � COFFER DAM/IMPERV/OUS DIKE � SPEC/AL ST/LL/NG BASIN � AND DEWATER/NG PUMP � � TEMPORARY ROCK SILT � � � ❑ CHECK, TYPE A � � ....,.��t„ - -- - � ❑ �- � CONCRETE WASHOUT STRUCTURE §� = a --�� -�_---� -�� I � SILT FENCE OUTLET ' TEMPORARY S/LT FENCE � � � �, TEMPORARY ROCK SILT ROCK DAM � �- CHECK, TYPE A WITH PAM � CLEAN WATER DIVERSION � CWD � � � TEMPORARY GRAVEL � � CONSTRUCTION ENTRANCE I o, � v t Q i O � O N O i � � r � -� -� � c 0 � c 0 � � � � � t � 0 3 � i 0 � c 0 � � .� v � � 0 0 0 N O �, 0 0 0 � i J Q � � _� -� ,% ° `r ,4 �'' / PROJECT REFERENCE NO. SHEET NO. -� � � ' I � � CLEARING AND GRUBBING � � _ = / �� -- - _ - � ,� , � � � � ��-�,.� �.�- -�� = / l ■ U-5828 EC-6 � / � l � � � � � -� � � � � � � � � � � CONS RUCTONRSHEET8 Kimle >>> Horn ILW SHEET NO. , - � � � � � �� i - - - - � / � — / � � � ( � � � � �� \ � / / ROADNGIN DE�SIGN ENGIN ER� � � � / / — i � I � — ' I \ � \ \ -- � I \ \ — / / � / / / / � RALEIGOHX N C 627636-3068 � / � � — � � � � � �U / � / �� iililii�ii�� iiliiii�iiii , � � � � � � � � � � � � � � � � / 1 �� / [�� RIGHT-OF-WAY REV. ��'(� C�I��/i��i� �� CH/j�/�� ' � � � � � / � � / � � � � — / � � ��`�° �FES$/Q </� � �� O �FES$/Q </�"'�; � � � ��`t, i — � i / / / \ � � � � / � � / / � / / / _ coNST. aev. � , � ��o N�, � , � �e��o N�� ; � �o , � � � \ � , � � � � � � � � — � � SEAL l � - _ �� SEAL ��o , / i � / \ — � � 1 , � � �G� i , = o ; = � � � - � � _ _ ° _ i � , � � � � � ' , ' � � � � � — — ,, , , ' i � � i i � � � '�� ,� 029876 � ; ;�� 026480 �>\ / / \ � — — � -- — / � � � � - F �o��'` � ; � �� F �,�„� ,\ � � / i �� / i \ � I � � I / / � � ' � ' � / i ^l.q ;qJ'��NCIoN��a��\� ;,�°°�NCIt�E�-��.:, � , � i � � i � _ � ` � � � � � � , ' � i � 83 �''��HF� S•�� ''�� ROB��. / / / � � / / � � � � � — � � � � / / � / � / , � � �� iiiiin��` ��iiiiiiiii�� _ � , � _ � ' , . - � � � / � � � / / � � / i � �, - - ' � ��%� � � � / � - - - � � ��`� � � � � � / � / / � / / � � '� F� � DOCUMENT NOT CONSIDERED FINAL ' � � � � � � � � � � � � / UNLESS ALL SIGNATURES COMPLETED � � � '�� 7 � � / � � � � _ � � 1 ► � � � � � - 1 I - � � I / � i � � � � / / � — � � V � � � \ � � � � 3�J � � ( / � \ � '� / � / i `� 1 ' / � - - � / - � � � � / � � `� l � l � �1 � � � � i / / � � _ � _ � � � � , s f � � -� � � � � A I � � i�i I i � / ��U / � , � v� � ... � � / � ' � � A � � � � � �� i � N/F 1 i � �� , � , � � � I / i <_ �' � �� \ V � 1 � I � SUSAN P�E . MARTHA S. L�ANDT_ � � � , - - - - � i , � � i � � � �� / � � &, I�IL IA��H. 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JR:�, , - - � � �'� � � � , � � � � � ' � / � � � , EST 8 SY GEO � / � V � - � � � � � -- � � ; � ' � I _ ` � , - - � � �� ., � � � � / � � ��,, �� ;' \ I�� °Q 75�40�26� � � � � - - / � / / / \ i �B 16056 I�G 251 � ^ � � �� - - ; � � � / ' � � � � � � � INSTALL T,EMPORARY STREAM � � � � � � B�I 2Q16 pG � 6� � � � � _ � � � � � � � , ' , m m ��, , � / / / / , � � � � . � r � i � � � � � � � � � � - - - - _-- INSTALL �E`fMPORARY CLEAIV � / � '� � � ' � � � � CROSSING `�� i � / / / / / �o � r� l / � V � � - � - - � � - - - = I�ICDENR PRACTICL�6 70.1 � =' \ l � � � � � � - -� � � � � � � � � _WATEI� D/VERSION DITCH � r' �' � `' .. \ i � � � / / / / � - � . � � \ � � i � � - � � � � � � - � � � � �`� W/ GEOTEXT/LE FOR 501L / / CLASS�I RIP fiAP � � � , '� � - ' � - ' / / / yµbODSi � '� - A � �� / � � ' � � � � � � � � , \ � � � � � � _ � � STABILIZATION i m m 1 � � � � � � � � � � � � � � � � � � / � � � � \ � � � / EST 5 TONS � � � � � 3 � 5 i � � � / �/ �� - - � �, � �� \ _ SEE SHEET EG36 i I / � � � � ' - - / � � � � � - � . � � �';� -' � � � \ � � , � - _ y� � -� EST 8 SY GEO f ( � � � � / i � / � l ', � -, � � — — � � � / � � / � / / / I \ � � � � � � \ � � �"? � � � i � , ' � ,, / � \ � — / / � � � �� / � / � � � � � • � — — � / � . � — -- � � � / / � / � � � � � �' � / � - , , , �� \ � � �, � � � � � � Y �., � � � � � � / / / / / � / / � � � � � � . , � E � p WD E m `� � � � � � � � � �� ;'�� ' � � � � � � � � �, .. — -— — �� E , , _ _ I �_ � _ � � �._. � , � Wp � _ �` E � �• �. �► CW � �' �� ,, _► E � '� \ ` � \ , � 7 � E C, _ — — — ,- E E E E .�p �, _ _— E_ D _ _ P __ E — E E , p � — =� . � � � ' � ' � E � � — _ D , �-��- �, � -, � � _� - _ - �_ � ' � _ � � - - � - � P � C _ _ _ _ �_ C �o - � � � - �v � � - � � - - - - - - -' - ��__ � U E Q� a � �' _ _ — — - _ 6 �-- � R R � R W , - � ' INSTALL TEMPORARY STREAM _ -_ _ �1 _ � ; _ � - - - , � - - - _ , � � � INSTAL! TEMPORARY DIVERSION � CROSSING - ' ' \ � /� �r� � ' , _ � �` . � � � � � � , , � � - � /5 � = � � ' � ' / � � DITCH W/ STRAW W/ NET LINER � o a � NCDENR �RACTICE� 6J0.1 � � ��, � / / � � �� , , � O , � � � , � _ - � - - - - _ - - -- -- -- ' i i I NCDENR PRACTICE 6.20.1 , _ _ �n � / < _ l- _ � _ \ , . � � � � � - - - - � - � - / , ,, � � �� O , - , � �� - � , �� , , - ' ;: - > o — � L ' o -L- SR-3127 (MCCR/MMON PARKWAY) '' ` � ° � o � o 0 + � � � � � INSTALL PROPOSED SYSTEM � � � \ \��\� DITCHLW/ JUT NET Y DIVERSION �� INSTALL TEMPORARY DIVERSION � � � DURING CLEAR/NG PHASE ----- / Q � Q � NCDENR PRACT/CE 6.20.1 � / DITCH W/ DOUBLE F/BERGLASS ROV/NG ' � � /NSTALL TEMPORARY DIVERSION - - - - - - � � I �_; / / �' NCDENR PRACTICE 6.20.1 � � � �O D/TCH W/ CLASS 'B' R/P RAP -- � � INSTALL TEM�ORARY DIVERSION � py � � � �I � -- � � o INSTALL PROPOSED SYSTEM � I _., NCDENR PRACTICE 6.20.1 � i i I O D/TCH W/ SYNTHETIC MAT o � NCDENR PRACTICE 6.20.1 � �, DUR/NG CLEARING PHASE R v �� R � W N W o Z T� —•-T�� Z N = T ��T�� \ l0 v 4� �'p = _ j _ , ___ , -- TD � - l � �, \� - - -- ____------ __ �, 'c � �E _ - p �''T T p r ��' �1• iT , , F - - ; F _ _ � - - - - F F _ _ � � Q , � aF--_ �� -� � v' E E i � � F Q -� � � — — T4. ��' � v� — � E �, � � , ' � a� ' ., E — — — �� e2 _ _ _ . , F � �, p�F (, ppE - .- - - - -? - � /NSTALL POROUS BAFFLE -- - - - r" - �� NCDENR PRACTICE 6.65.1 c � � E ' `� � TB � BZ •, � _ - - - INSTALL TEMPORARY � �, �' A re \ � � .� - - �` SfWMENT FENCE OUTLF�F = _- � F `,BTe -_ � ` _ \ � \ \ ',, � - - SEE SHEET EC-35 ,� '� o - � � \� � � � ,, � � � (TYPICAL) �" e re � \ � - � , , � , ! � AMOR 10 X 8 TRANS/T/ON AREA �� P� re \ I AMOR 10' X 8' TRANSITION AREA % �� WITH 4 TONS CLASS 'B' RlP RAP � Te ` `�, e ,- " INSTALL POROUS BAFFLE � �' ' ` -- WITH 4 TONS CLASS 'B' RIP RAP � � � AND 10 SY GEOTEXTILE TO � ` Te ` _._ - NCDENR PRACTICE 6.65.1 � � � ,- � � N�F -�" AND 10 SY GEOTEXT/LE TO � � PREVENT SCOUR �� BZ re JT HOBBY & SON. INC. �� '� �, � � re PREVENT SCOUR INSTALL SK/MMER SEDIMENT BASIN i �� o A&J HITE. LLC ; = INSTALL TEMPORARY SEDII�IIENT FENCE ` IN OVIDE S ILIZED OUTLET B 36'L X 18'W X 3'D � � � NCDENR PRACTICE 6.62.1 ( PICAL) TO �ZTREAM B NCDENR ` INSTALL POROUS BAFFLE 1.5" SK/MMER WITH OJ5" OR/FICE DIA. �� =� �� = PRACTf�' 1630.06 PICAL) re ` NCDENR PRACT/CE 6.65,1 4.2 DAY DEWATERING TIME % ' � � , INSTALL SK/MMER SED/MENT BASIN � ; � 68'L X 34'W X 3'D NCDENR PRACTICE 6.60.1 / �� o � INSTALL SKIMMER SED/MENT BASIN INSTALL SKIMMER SED/MENT BASIN � � � i � ,a 2" SKIMMER WITH 1.25" ORIFI�E DIA. INSTALL SPECIAL LING BA � � � � � � , , � �° 4.7 DAY DEWATERING TIME AND DEWATER/NG P 34 L X 17 W X 3 D 28 L X 14 W X 3 D AMOR 10 X 8 TRANSITION AREA � i i i , 'i {_' 1.5" SKIMMER WITH OJ5" ORIFICE DIA. 1.5" SKIMMER WITH OJ5" ORIFICE D/A. WITH 4 TONS CLASS 'B' R/P RAP �� i � � % NCDENR PRACTICE 6.60.1 SEE SHEET EC-41 / � 3.8 DAY DEWATERING TIME 2.6 DAY DEWATER/NG TIME AND 10 SY GEOTEXTILE TO � � i�� i ,' LEGEND SEE CULVERT CONSTRUCT/ON SEQUENCE NCDENR PRACT/CE 6.60.1 NCDENR PRACT/CE 6.60.1 PREVENT SCOUR y � � j i � i � � SHEET EC-18 � � � � - -� / O LIMITS OF DISTURBANCE AMOR 10' X 8' TRANS/T/ON AREA "� � � � � CONSTRUCTION LIMIT C F (SHADED) WITH 4 TONS CLASS 'B' RIP RAP : ;� � _ AND 10 SY GEOTEXTILE TO � � o TREE PROTECT/ON FENCE - TPF- � � ��?�� N TEMPORARY DIVERSION T D� T D PREVENT SCOUR ��, � o SK/MMER SEDIMENT BAS/N DITCH � GRAVEL/HARDWARE CLOTH TYPE � � i o INLET PROTECTION � , � � � � SEDIMENT BASIN EMERGENCY - > - > � � SP/LLWAY - -- J � COFFER DAM/IMPERV/OUS DIKE � � SPEC/AL ST/LL/NG BASIN Y AND DEWATER/NG PUMP TEMPORARY ROCK SILT � CONCRETE WASHOUT STRUCTURE � CHECK, TYPE A TEMPORARY S/LT FENCE SILT FENCE OUTLET � TEMPORARY ROCK SILT ROCK DAM � � CHECK, TYPE A WITH PAM � � � o CLEAN WATER DIVERSION CWD N � TEMPORARY GRAVEL � CONSTRUCTION ENTRANCE - - - � � - � ��A � � � �� , � o, � v t Q i O � N O i � � �C � -� -� c 0 � 0 � � � a� � t � 0 � i � c 0 � v � i O O N O 0 0 � i Q Y PROJECT REFERENCE NO. SHEET NO. LEGEND CLEARING AND GRUBBING CONSTRUCTION LIMIT -------- LIMITS OF DISTURBANCE EROSION CONTROL FOR Ki m I e>>> H o r n U ww S� EET NO. EC—S C F CONSTRUCTION SHEET 10 y TREE PROTECT/ON FENCE — TPF— (SHADED) P.O. BOX 33068 ROADNGIN DERSIGN ENGINEERS TEMPORARY DI VERSION T D� T D ��T�H Ri�r�o�wa,y� E 27636-3068 SK/MMER SEDIMENT BASIN �; `�� C Q RQ� %, �; �� C Q RQ� ;; GRAVEL/HARDWARE CLOTH TYPE coNs7. Rev. ��pFESS%p��L,�% `� �pFES$%pN��,� � INLET PROTECTION � � ° � l �° � � ` � l �° � SEDIMENT BASIN EMERGENCY — > — > = SEQL - =r o SEAL = sPi��war =� 029876 �� _ =�� 026480 0�>\ COFFER DAM/IMPERVIOUS DIKE � ' q FNC I o%��-�°�,`�~;\ �� FNC I o�E�-�°0�,� SPECIAL ST/LLING BASIN ��Z �, % %'�,�°I�, �� ,� �%, � R �� ,�� AND DEINATERING PUMP N/ �,8 II TEMPORARY ROCK SILT � O� ��,�,��,�� ,,��08��,,� CONCRETE WASHOUT STRUCTURE � CHECK, TYPE A A, �V DOCUMENT NOT CONSIDERED FINAL SILT FENCE OUTLET � UNLESS ALL SIGNATURES COMPLETED TEMPORARY SILT FENCE TEMPORARY ROCK S/LT ROCK DAM � CHECK, TYPE A WITH PAM � CLEAN WATER DIVERSION � CW D� 1 � TEMPORARY GRAVEL / CONSTRUCT/ON ENTRANCE � I I I I I I I I', I� � � � � 1 � I I I I I I I 1 I � � � / I' j � � � � � � � � I � � , I� 1 I I I I I 1 I � �� I i � , � I � � � � � tl � 1 � � ' '' � ,� �,�/I �l I l l ll I I I� I / � I I `� , � _ I ,. I \ � � � / � � — / � � � � � � ��r - - �� , L., � ,��! � � � � INSTALL TEMPORARY DIVERSION � � ' ��L/NE _Y7- �� I � I I � v / / �� / � � l f � I l � � � � I � � D/�CH W/ CLASS 'B' RIP�RAP � � ��- ` ST,� 2.3� � � � � N � � � � � � � � � � � / / � / / � o�s � � � I I i , � 1VCDENR PRACTICE 6.20.1 � � °�. � V � �, �'� �� S�EET / � I � � I I �I � I I I � � A V � / � / � / I � � / � � n� � � � INSTALL TEMPORA�iY CLEAN . � EC-/2� � � � � I I i I I � � � � � ,�- I � � �/ " � -- - / lWATER DIVERSION D/TCH �; � � % � � � I � \ � � � � / � � � � � p � / / I � I�I I I - r � / � W/ GEOTEXTILE FOI� SOIL ,.,.� � / � � � I � �� CHECK DAM � � � ,- , /� � �STABILIZATION 1 �O � ! / I I � I I � � � � � �� NCDENR PRACT�CE 6.83.1 �, � , � -- -- - � , '� SEE SHEET EG36 �' � /NSTALL TEMPORARY � � I, � I � ��P��'4L� � INSTALL TEMPORARY CLEAN � � � � � � �� o � � � � � � � � � � � � � � �` � �rn �'� I ROCK SILT CHECK TY�PE A � � \ _ � - - - - - - - WATER Dl11ERSION DITCH 1NSTA�IL�.,TEMP�QRARY CLEAN�� 1 � CJ / 1� Z 2 � � 3.5' WEIR HEIGHT �; � � � �� I I � � � � �' � � � - ,�: P� � � W/ GEOTEj(T►LE FOR SOIL � � �PR�1 T I V � � a. �� _ �� .� �� MART�iA S. �LA� �� NCDOT STD. 1633.01 � � � � I I I \ \ \ � � - - - � -- � � STABILIfATION � t' �- WAGEO � XTI LE F� r�� -� � � I - `` �, I�y 0��012'66� J,R. DT O \ pDE � � � �' I \ I I 1 \ � � � _ � ..- � ___ � ., � SE�'SHEETEG36 / , f � �'- STABILIZAT/ON � �I ' l r � �- : �► ^ I ' . I SEE SHEET EG36 �' / p � -- " ' � � I I I � � :I�/� � E E j �' _ � � \ �'F � � � � � ,� ` � E 1 � CWD .� � '' I E �:1'V� �' WD �' � C_ E�► C ,� ' � � �� E ;W� �► �C�ID� � � / p C � � � PDE ppU. PDE Cw w � pp � _ _ � A � C PDE 1- U � � `= - - � m m � �C � C _ _ � _ - _ _ _ _ r. C � � W - � � ��/ - � C � W ^ �I � - -�C� - � � O � � _ - Q _ - - - - - - - - - - - - � � � / _ , � �l C/') I� � � v I �; � �, � �1 �"� INSTALL TEMPORARY D/VERS/ON m m a j Oy � � � � o ; _ INSTALL PROPOSED SYSTEM O � D/TCH W/ DOUBLE FIBERGLASS RUVING � � i '� r~ _ - j � ' - - - - � _ � � _ - "� � DURING CLEARING PHASE � � � � � � � ,� v �� NCDENIi PRACT/CE 6.20.1 ' I � � � � � � � � - �_ , - - , , _ , � � / � � m � � 1 � V � � A _ _ _ � INSTALL TEMPORARY DIVERSION � � �� 18" TEMPORARY PIPE � ; � / � �j � � � N � '" '" � � �, , � � \ � A � _ - _ , - - _ � D/TCH W/ STRAW W/ NET + � o - O�, � � � � � � � SEE CULVERT CONSTRUCTION � I � I I m � � �m �� I � � _ _ � - � � �' �� NCDENR PRACT/CE 6.20.1 N v � SEQUENCE SHEET EC-19 � � ^� � s � � o � � -� -L- SR-3127 (MCCR/MMON PARKWAY � a � /NSTALL TEMPORARY '' INSTALL TEMPORARY � D/VERSION DITCH W/ DOUBLE INSTALL TEMPORARY STREAM CROSS/NG Q INSTALL TEMPORARY DIVERSION D/TCH W/ STRA _ J STREAM CROSSING W/ NET FIBERGLASS ROV/NG __--___- �= % NCDENR PRACTICE 6.70.1 � � NCDENR PRACTICE 6.20.1 NCDENR PRACTICE 6.20.7 -� �� NCDENR PRACTICE 6J0,1 INSTALL TEMPORARY STREAM CROSSING _, �' w - i � � � , � � - _- ..- - __ -- z - - J ,� 15" TEMPORARY PIPE � _ NCDENR PRACTICE 6J0.1 � ' ' 18" TEMPORARY PIPE J � � R 18" TEMPORARY PI c �� R R y� .� U Z � Q� � d � � Q _ -o � +97 UE � � � - �= � 58.50' & 64' � � _ _ - � � / QQ v m �'� -`-TD —... � 3 - �. Q �y � ---- 58.5 �b�yT � ��° a 18" TEMPORARY P/PE y D f � 18" TEMPORARY PIPE 0� o _ r , � -- � � - - '� � ' - D \��, ��, � / � 24" TEMPORARY PIPE ��TD ��T �� _. - - - - - - - - - - - - � F � \ o m v m �� ..,� _ F - - - - - - � � _ _ _ � ��T _�� y� - \ �,0 \ - E E -__ -- - _�t��---- �___-- _- ` � � �, F E TD E _-_ AMOR 10' X 8' T1�ANSITION AREA F\ . , , c� '--f �' � � w WITFi �#--TONS CLASS B R/P RAP � � �- -' AND 10 5Y GEOTEXTILE TO �� p - -��, INSTALL TEMP01�4R� _ }J � PREVENT SCOUR v I a " D/VERS/OAF D"ITCH W/ DOUBLE + '�� , ; E �`. _ ' - `1�ISTALL TEMPORARY F/BERGLASS ROVING INSTALL SK/MMER SEDIMENT BASIN `� SED�It�' T FEN E '` NCDENR PRACTICE 6.20.1 E ' 15" TEMPORARY PIPE 24'L X 1�'W X 3'D ----- '" -- N�F INSTALL POROUS BAFFLE �` 9.5" SKIMMER WITH 0.75" ORIFICE DIA. NCDENR l�� 6�'2.� -- �ILLIAM H. SPRUNT �' NCDENR PRACTICE 6.65.1 � ,c1� __.. AMOR 10' X&' TRANSITION AREA 1.9 DAY DEWATER►NG TIME �, - ��P�� FRANK �. �IIGGINS U/A FBO �� WITH 4 TOA/S CLASS 'B' RIP RAP , NCDENR PRACTICE 6.60.1 � �� ` - - '`'� � ''AMOR 10' X 8' TRANSITION AREA AND 10 �Y GEOTEXTILE TO /F- - - - - � `" �` - ' � � � � ' WITH 4 TONS CLASS 'B' RIP RAP PR�1/�NT SCOUR JT HOBBY �� pOROUS BAFFLE --- ` AMOR 10 X 8 TRAN� � ON AREA �F `- ' AND 10 SY GEOTEXTILE TO � WITH 4 TONS C S B RIP RAP N — �.. ' �, _,.,�, , - � � PREVENT SCOUR �- A&J �HITE.��ENR PRACTICE 6.65.1 - � �- AND 10 SY.�EOTEXTILE TO �--� ,r PREV�'hl'1��SCOUR ` � ` INSTALL SKIMMER SEDIMENT BAS/N - - � �, - -- � �� OR 10' X 8' TRANS/T/ON AREA '� � /NSTALL POROUS BAFFLE �� _' -- '�� 60'L X 30'W X 3'D -' ,�.NST�iLL POROUS BAFFLE -_ �� - � -_ WITH"� �ONS CLASS B R/P RAP 3" SKIMMER WITH 1" ORIFICE DIA. NCDENR PRACTICE 6.65.1 i �� - - � _ � �' NCDENR PRACTICE 6.65.1 �- -� �-��' ��' � AND 10 SY� TEXTILE TO � %%--��5 INSTALL POROUS BAFFLE / ,, -� - �i�J' -�� ' � - - - 4J DAY �EWATERING TIME - PREVENT SCOUR �� ... INSTALL SKIMMER SEDIMENT BASIN NCDENR PRACT/CE 6.65.1 � � INSTALL SKIMMER SED/MENT BAS/N �� ` '4 NCDENR PRACTICE 6.60. � �� _—= � �� - _ �� /F 34'L X 17'W X 3'D �� 36'L X �8-=W ,�C 3'D , =% � � � � �``_`�-� 1.5" SKIMMER WITH OJ5" ORIFICE DIA. � 1.5" SKIMMER W/TH OJ5" ORIFICE DIA. � � �' �_ � SOUTHPORT BUSINESS PARK. 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SHEET NO. Ki m I e>>> H o r n U-5828 EC -l5 Y ILW SHEET NO. ROADWAY DESIGN HYDRAULICS P.O. BOX 33068 ENGINEER ENGINEER RALEIGH, N.C. 27636-3068 ��iiiilli�ii�� iiiiiiilii� RIGHT-OF-WAY REV. �� C � � ��i �� C � � � �i i Q`` �i�'� CONST. REV. �� Q�ESS�Q �i",tJ % � � O�Q�ESS�Q �/,tJ % \ � �� SEAL N� " \ �� SEAL N�� " _� 029876 � ; =��0 026480 0�>; , q��FN�� ,�o��,�, =��FNc� ��.�,o�.; =, �'��o N�o�� ,� =, � 000�� , �" HF S '� ��' ROB� '� ��''��,��`�� '''�%�,�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CULVERT CONSTRUCTION SEQUENCE - STAGE 1 � " � � i � � � i , � � � � � ' i � � � � i � � �, i � i� i � �, CULVERT CONSTRUCTION SEQUENCE - STAGE 2 � i i i � i � % 1. CONTRUCT TEMPORARY SKIMMER SEDIMENT BASIN. d � '� i �i I I � � � � l � � / i �� '� � � � �i � � �, ''� �i I I � � � � i � � l i � � � � �i �� i , , � 1. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS � i , , o ' � � � � � � � � � i � � � � � ,o ' i i �� NEEDED. � � � � � , i , , N i i 2. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS �� ► �, i� i, '',, � c� ,, � � � �� ► � � i, ��', �, � � NEEDED. � � ` ,� � i � i � � � � � i � i �i � i � i� < < � ' � �� 2. CONSTRUCT PIPES AND DRAINAGE BOXES IN ACCORDANCE WITH THE � � � � '� � � � �i � � � � i � i � � � � � � � �, ld� � � i � �� i � � � � � � � � � `� � �� PLANS. INSTALL ONLY STRUCTURES SHOWN. PREVENT WATER FROM ENTERING �� i � � i � � � i � � � � � �� 3. INSTALL 18" TEMPORARY PIPE. -� ��' � ` � � � � �� i ► � � � '� � � c� � � � � PROPOSED STRUCTURES UNTIL FINAL GRADE. �� '� `�' � � � � �� ; �l� � l� �� i i � oo � � � � '�� l� �� i i . a° �� 4. DI VERT WATER USI NG CLEAN WATER DI VERSIONS. � I A T,E`� �� ;��,� ;� �;�/ �� l � � � � �� l� � � I A T� S �' ; i;� ��, � l �� l � i � o p �/� �y �� ,�� , i i � � i i � 0 �� 3. 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O / � � � \ � � � � V � _ � � � � � � � � � � �" ` � � � � _ � � � � � � � - / �' � / � � � _ � � � � � / � 3 � � � _ � � � � � _ � � � � � � � � � 0503 � � � � � \ � � \ , � � � � � — — �_ � � .,. � � � �` V � � � � � � �-(i�`1i , � � , � � \ �� _ � � � .- _ - . � _ � � � -- -- -- � -- - _ - 0504 ;. � -- �� , i � � � � i i � � � II �� 1 i -_ � � � II ' ,� , v _ �` � . � C �► —► CWD �► �, p «— «— CWD �'�' Cw� '` �""' E CWD �, p .- «— C .� «— CWD � �► � CWD �► CW -► —► .► � CW ~ �► �'' C C D �' CW —► —.► .►'� CW ~ � WD � _ �' D � C � f , I�V/ D _ _ � p C �; � o , , , W E � , E � , ,, , , � - � -, � , _�, . , _, , , � - - . , -- . - , , , � � , 0 � - � ` � � - � � � � / � N- - _ - � � ' - \ � � \ _ / _ _ � 1 _ _ \ � - � \ \ \ \ o , — — — � � � � � _ � . 18" TEMPORARY PIPE ^ -- — � � � � � � ,r � ` � \ ^ — — — � \ _ � � � , �� m �_, � �� _ , � — �v � � � � _ �v � n � t i � � � � �� A � � V � � / � � � � �� _ � � � � � \ A � � iV � O �._ - � A � � � � � � _ _ � ,' ; , \ � \ � , � , - m =� -- � � � � � � , � , � � � � � � 18" TEMPORARY PIPE m � � i i � � � � � � � � � ; � � � --- , � `� � � � � \ � \ � � PROPOSED SYS�EM � � � � � � ��nr�� '� � � � � � � �aa (1 n.� c e � � � �. � � � � \ \ \ � � \ � \ — � \ � � \ � � � _ _ _ . _ � � \ \ , _ — _ � � �E � � � � � � � \ \ \ � � � � � � � � A \ � � � � � � A \ _ � � � � � V A \ _ _ - � � � A � � � � � � � � � � � $ \ \ i � � �� ' V � � � � � � � � � A � � � � _ � � � — _ _ — — — — — � � — _ � � �� — _ — — \ � � — , � � � � � � , � � \ �� — — � � �� r, � � � \ � � � � � � � � 1� \ � � � � � � � � � � � � � � � ,, � � � � � � <��.� � � � � � � � ��,`�� - � � � � � � � �-� �— — — — — — _ � � � 9 � _ �'�� — — — — — — _ � � � � � — _ A � � � � � � � � � _ � �� — , A � ' � � � � � � � � � _ � � � � c�l � � � � � � � - - - - __ _ - -�. � � � � � � � - - - - � � � - - � ` - � _ - ,, � - � - , , � � �. � � � . A V � � � �, � , \ � � N�F . , �� . N�F . , , � - ------- — —� � - - `� - ------- — — � - - c a � � 'v W � � � a � 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � C � � � 'v W � � � a � 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � 0 O N OO 0 � O � i Q � � � � 0 N � � PROJECT REFERENCE NO. SHEET NO. Kimle>>> Horn U-5828 E�-,8 Y ILW SHEET NO. ROADWAY DESIGN HYDRAULICS P.O. BOX 33068 ENGINEER ENGINEER RALEIGH, N.C. 27636-3068 ��iiiilli�ii�� iiiiiiilii� RIGHT-OF-WAY REV. �� C � � ��i �� C � � � �i i Q`` �i�'� CONST. REV. �� Q�ESS�Q �i",tJ % � � O�Q�ESS�Q �/,tJ % \ � �� SEAL N� " \ �� SEAL N�� " _� 029876 � ; =��0 026480 0�>; ;q�FNc�oty�`��o��,�; ,�`�FNc�ot��-�,��.; ,, , o �HE S � �� ' � R 08�� '� ��''��,��`�� '''�%�,�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �� CULVERT CONSTRUCTION SEQUENCE - STAGE 1 , � � ° , , ; � CULVERT CONSTRUCTION SEQUENCE - STAGE 2 ��. i � � � � � � — '� i i ��,�� ,� �, � �' i — ' �� i ''�� i i �, i i 1. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASINS. � �� i i ,� f ;; � i�� 1. U T I L I Z E S P E C I A L S T I L L I N G B A S I N( S) D U R I N G C U L V E R T C O N S T R U C T I O N A S �� i� � i i ,� i i i i/� �� . i i i � i r NEEDED. �� i i i � i , 2. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS , ` � - � ' i i � ' � � i � � �� - ' i � � � � i ' �' NEEDED. �' O m r' � � i 2. CONSTRUCT PROPOSED SYSTEM IN ACCORDANCE WITH THE PLANS. � � i � i i � i�� a� i ��_ � i O ��,, i i i , ; � ��% _ �� y � �Z d � � ' � � � 3 REMOVE/RESHAPE CLEAN WATER DIVERSION TO NEWLY CONSTRUCTED , �� b � i � � � 3. DIVERT WATER USING CLEAN WATER DIVERSIONS TO SYSTEM INSTALLED � l�/, � � J, � -, ' l�/, � �-.. � _ _- � r , � � � DURING CLEARING AND GRUBBING. � � 8 0� , � � PIPE AND ADJUST EROSION CONTROL MEASURES AS NECESSARY. � � �8 0� �� , � N ii � � �� m� � i i 4. REMOVE ANY SPECIAL STILLING BASIN(S) AND STABILIZE AREAS AS NECESSARY. m m � i 4. ENSURE BOXES INSTALLED DURING CLEARING AND GRUBBING ARE NOT ,�° �; i; ALLOWED TO RECEIVE FLOW. � , � , � � r� � i , � � , � , � , � , � � i � � � / � / � � l� / � I � � � � � � , — — — � / � � / / � � � � � , / � � � � � �� ,� , � � � � � � � j � � � � � � _ / — — ' � � � / � � � � � � � � � � � \ `- `S � � / � � � / � m m � � � � � J _ � � ' � / � � / / / / / / � °�-° I \ \ � �� ' / / / 1 � , � � � � � � _ _ _ _ — — � — _ , _ , � / �� / � , � � � � � � � � A � -� _ � � � � � _ — _ � _ _ ' — _ , � �/ . 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SHEET NO. Ki m I e>>> H o r n U-5828 EC -20 Y ILW SHEET NO. ROADWAY DESIGN HYDRAULICS P.O. BOX 33068 ENGINEER ENGINEER RALEIGH, N.C. 27636-3068 ��iiiilli�ii�� iiiiiiilii� RIGHT—OF—WAY REV. �� C � � ��i �� C � � � �i i Q`` �i�'� CONST. REV. �� Q�ESS�Q �i",tJ % � � O�Q�ESS�Q �/,tJ % \ � �� SEAL N� " \ �� SEAL N�� " _� 029876 � ; =��0 026480 0�>; , q��FN�� ,�o��,�, =��FNc� ��.�,o�.; =, �'��o N�o�� ,� =, � 000�� , �" HF S '� ��' ROB� '� ��''��,��`�� '''�%�,�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �. t � f �, �4 CULVERT CONSTRUCTION SEQUENCE - STAGE 1 � , � � , ' �� ;� ,� � �� ` . � � � `� � CULVERT CONSTRUCTION SE UENCE - STAGE 2 � � � i i i► � ��, � � Q 1. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASINS. � � � � � ' ' , �-� � � �� i � � i i i � i '�� ` � � � ` � � � � �� - - -- � , ' , � , � , ' � � � � � i i i i � � .� � ,� i ` �, � � � � � ` 1. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS 2. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS � , � � � � � i i , � � � . i i ' , i � � � . � � � � NEEDED. - � , � i l� � ' ,:�, � � � ` NEEDED. � <<pZ ' � - �� , � � pZ � �� , � , i � �. .� � 2. INSTALL THE TWO 24" TEMPORARY PIPES, AND ADJUST EROSION CONTROL �� - - - - � b�� '� � �� bH1' � � ' � � �` � � - MEASURES AS NECESSARY. 3. PROTECT STREAM WITH SILT FENCE AND DIVERT WATER USING CLEAN �j� g Ob i ;, g 0� � \ WATER DIVERSIONS. �'� �� , N � � , i, � N �, 3. CONSTRUCT CLEAN WATER DIVERSION DITCHES AND IMPERVIOUS DIKES, 4. ENSURE STREAM IS KEPT CLEAN UNTIL INSTALLATION OF PROPOSED '� =�� I� i '' ��`` ��' ; AND DIVERT FLOW THROUGH THE TEMPORARY PIPES. PIPE SYSTEMS. _ 0' � � � � �� i � i � � � � � �_; � i ., � � - � �- , � � _ _ -, i ' i i i � � � � � � � � ' � , , , �� 4. CONSTRUCT PROPOSED SYSTEM IN ACCORDANCE WI TH THE PLANS. DO NOT , _ _ `, � ` � ALLOW WATER TO ENTER PROPOSED STRUCTURES UNTIL FINAL GRADE. _ _ _; � � � �� . � _ , , � __ � � � I I � � � A � \ \ 1 1 � . �� 1 07 � � � . \ \ � \ 1 I I 1 I 1 1 � � ��,� � � �� _ __--�� / � �_ I I � � � � � � A � \ 1 I I 1 I \ i� � , , ,- ,� I � � � i i ,� �� w � 5. REMOVE OR FILL TEMPORARY PIPE, RESHAPE DIVERSION DITCHES TO NEWLY � � � � � � � � � � . � \ / / � � � , � , \ 1 I 1 CONSTRUCTED PIPE, AND ADJUST EROSION CONTROL MEASURES AS NECESSARY. � � � � � � � � � � i � � � � � , � , � � , � � i i � � � � � � ��, �, � . 1 / ! � IMPE�iVlOUS D/KE O� � � � � � � � � � � � � •LL �o �� ` � � � � � - - ' � ' ' � ' � � � � � � ' � i � � �e � � 6. REMOVE ANY SPECIAL STILLING BASIN(S) AND STABILIZE AREAS AS NECESSARY. � � � � � � � � � � � � � Q �� -� � � � � i � i i i i � � � � � � , i � ` � � _�� , , � � i � � i i i � � � � �� , � � ��, � � � � � � � � � � � � � � � � � � � � � V p � � � � � � � � i � i i � i � � � � � � � � � � V �� , i � � i � � , _ � � � i � � � � � � � �, � � � , - �- ' � � ' � � i � � i i � � i � i � � � � � � � �, �� _ - , � �; ; � � � � .� � � - � � , � � � � i i � � � � ! i � i � i � � � � � �O � � � - �_ � , � �, �� i i i � i i � � � � � � � � � C� � � � � ,�� ' - � � � � � � � � � � � � � � � � � � , � ,- � � � � � � � � � � � � 1 I I � 1 1 V ` � O �� - _ � � I I I � � � � 1 1� � 1 � - - , � 1 I � I I I � I 1 \ \ \ \ � Q , ,� / � � � � � I I I � � ,� I I � � �, 1 I � \ \ \ \ \ 100 � 1006 � � � � � � � � � � i c Q �' � '=� � �/ i I � � Q O �, � �/ I I I I I I � � 1 \ \ \ \ V O `� �� I I I ' � I � � \ 1 A � \ \ \ � � � � . � � � � I � . , N � 1 \ \ I 1 � � � �. �'� � , � i, � � � / l l I � � ` � � � � � � � � i� i � � � � / / / I I I I 1 g2 2 �� ,� �, � � � I l l � �/ F � g2 2 � �.�, � 1 I I , W .� � � ,� �'� / F I �L A�I D �f � �� , _ - � � � � / � I / / � �� '� �, M 14 R T �i A � S . � L A�I D �� o � � � � �� f � " �., M�ART�iA S. � �, I�IA� H. 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BOX 33068 RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. PROJECT REFERENCE NO. U -5828 ILW SHEET NO. ROADWAY DESIGN ENGINEER ��iiiilli�i�� QR�� ' �� o�oFESS%�; �,� ; - � � SEAL � " � �I � �� = � 029876 � _ ; ,�� ; , — - - — � � � ' i i � . r�� r ;�� FNc�otyE��o� �,, , �. , _.� _- - / ,y�, �,, � � � � ' � � � i i � � I i;�, � '� �T E S. ,,, � , – , - —� , � i i . � ; ��,�� SHEET NO. EC-24 HYDRAULICS ENGINEER ��iiiiiii�i;� ,�� CQRp�%. � � o �pFESS/p�; �,q ; \ ?� SEAL � �= ;�� 026480 �>\ =�'��FNC� ��`��,0�,, , D �R�� / ° � 1 � ��V�� . ��,�� ,�,�, -+_,_ _ — � — � � � � � � � � .i �0005— _ , —� y- �� / � �� DOCUMENT NOT CONSIDERED FINAL ,� i � I 1 � r� � UNLESS ALL SIGNATURES COMPLETED I � —_ _ —� ` i I � �— . � N �� I �.,��,�� —,"� �� Ro i \ � / � � � > � / � ��— � I I / � i � � / ,�� 1 � � I V �� --i � � � i � � � ��`�— _ _ � ——— , � _� _—, �ALIZED SHEET FLOW OF SED/MENT BAS/N i � � _ — � , , � � � � � � � � �_ - __� � '� � � '-- - , � � � �,., � � _ , � ,- � � � � . � � _ J l I \ / i � � � � I � — � -�r \ _ _ ,�� ; � _ � � \ � 1 � � \ � STEPHENS ENTERPRISES. LLC 35 -� � N � v W � W w z � � 0 0 0 � + 0 rn Q � � i J I � � � � N v w � a � 0 � � N O I � � �c � -� -� � c 0 � 'c 0 � � a� � t � �, 0 3 � � 0 � c 0 � � .� v � � 0 0 0 N O �, 0 0 0 � i J Q � � _� -� ,% ° `r ,4 y' �'' / PROJECT REFERENCE NO. � FINAL ' _ ' / -- - _ - � , , � � I � � � ��-w�.r�%- -�� = / / EROSION CONTROL FOR � U -5828 � - - � � � � � Kimle >>>Horn � � / , , � l � � � � -� � � � � � � � _ _ _ _ CONSTRUCTION SHEET 8 � wW SHEET No. / / _ / � � , � l � � � �� ROADWAY DESIGN � � i — � O ` � � / / - P.O. BOX 33068 ENGINEER \ \ i \ / / � / I � I � \ � ' / � / / RALEIGH, N.C. 27636-3068 � � � r � � / i � ��U , / / � � /, � � '" ��iiiiiii�i,i � I \ i \ I � � � / � � � � � � / / v � RIGHT-OF-WAY REV. ��\�C� C H I�O �i � � � � / � � � _ � � � � � � � � � � � � � � � � �� / � � � � / / � / / � � i � � _ _ coNs7. aev. � ��FESS/Q �� , � ��7 � � � i i � A � �� i � � � � � � ii / ;�'Q� ��o�' �� - � , � � � - � � � , , , ��' , - �� = � SEAL " > � � — . � i � � - = o , � � � � � � - _ i - � � � � �� ' � ' _ � 029876 � - i �� / � � � � a = � � � � INSTAL� TEMPORARY � / / � V � � — _ � , — — � � � / / � i i � � � � � H,q '%� FNC I �E�-��,c.�� ROCK�SILT CHECK TYPE B / / / / � � � � I � 1 � � / / � i � O 8� ,,, �iy � � A� �,� 85 SPACING � � � — / � � / � � i / � /� �''' i�'i'i i i i�� ``�� SHEET NO. EC-25 HYDRAULICS ENGINEER ��,iiiiii�i;� ,�� CQRp�%. � \ O �pFESS/p,j; �,q ; \ ?� SEAL � �= =�� 026480 - '�'� �F �o��; =�'� � NC I t�E`�-�� , , o0 �''�� ROB��. '�� f� . _ _ _y - N�C'DOT STD. 1633.02 � , �� - � � - � - � � � � � � � � � / / � � � / i � �- - " � ��%% , - � � - - � ��,�`� � � � �� / � � � / � � � / / �' � � �� F� � � DOCUMENT NOT CONSIDERED FINAL � I � � 1 I �� / UNLESS ALL SIGNATURES COMPLETED ,; � � �- � ti, -- '� � � RybE —_ � < � C 3�� ' � \ - �� CONSTRUCTION LIMIT TREE PROTECT/ON FENCE SK/MMER SEDIMENT BAS/N c � E � / � � _ � � 1 I � � � � � � � — � � , I � � � � / � — � � � � � \ � � � 1 �3-�� / � � i � / � � � � � — — � \- � � � \ � � � / � / `� l � l � � i � � � �' -� � V � � � � � � � � � � � � � � ��,� � � � , � � � / s ^ / � J � �� \ �, � � � � � , � � � � \ / � i /F 1 i � � i � - - - - "� � / i < �' � `� � ! � I � SUSAN P�E MARTHA S. L�ANDT_ � ' � , � � � �_ � � � � &, I�IL IA��H. SPRI�t��.,dR. � , � � � _ _ _ � � , \ � � � �� INSTALL TEMPO�RARY � � 1 ` � PI� °015640 �66 , , � � � � - I HARDWARE CLOTH & GRAVEL \ \ I �- � _ - � / DB `1605'6 P 25'�8 � � �, �, \ I �� - - � - � � � AND INLET PROTE�'T/ON � � � \ � BI� �01� �¢ �6 � � � �\ O - - - - _ ~ ° � � �, � � ) NCDENR PRACTICE 6.51.1 � � � � � � p � - - -- - `, ` V � ► ' V � \ � � � � \ \ � � _ � � � � / (TYPICAL) � � � � � — \ � � � � � � � � � � � � \ \ � _ — �E � �_ � � � � � � A V � � � � 1 � � �� i — � _ ,, � ` � � � v 4;;3 � � � � � � � � � � � � � � ` � ` � , � P�E � � � � � � � � A � � 1 \ INSTALL T�MPdRARY I � �� - �'� � � � ��t � E PDE E � � � � � o�c � � A V � - - � � � � � I � � � � � SEDIMENT F�NCE � - _ _ _ � t � � � �� ` � NCDENR PRAC.�TICE 6.62.1 �� 3�5 — — — — _ �c _ � � < PpE E � � � � I I 1 � / I � � (�vP�CA�) � � �� ,. — c 1' \ � I � � � � � � � � � �, C� � 3� --- c, C E � I I � � I � �\ � q � -> 1� ' � I �35 3� � — _ _ _ _ � E � � � \ � � I � A — � � ,�'� � � I � � � � � \ \ v 3 �1 4 � _ � � _c � � � — � � I n� � / � — I / � E �` � � � � � � � � � � � _� � 335 �'4� �: ' � _ � � E / `, � �. \ 1 33� 34� — — c � � � � \ � � I > — �� 5 — _ _, _ C E t � � � � �� I 1 i .� � , ' � �� — _ � , 335 — — , E � � � � �3� �35 c �_,� r , 1 � ' 33 33� � C E I E 33� — � ' — ,� _ _ _— , %� � - _ � _ — �- � �C �� -- _ � �� - - `� -'� SR-3�� _ - � INSTALL TEMPORARY SEDIMENT FENCE NCDENR PRACTICE 6.62.1 (TYPICAL) AREA TO BE STABALIZED SHEET FLOW AFTER REMOVAL OF SED/MENT BASIN NiF STEPHENS ENTERPRISES. LLC SEDIMENT BASIN EMERGENCY SP/LLWAY SPEC/AL ST/LL/NG BASIN AND DEWATER/NG PUMP CONCRETE WASHOUT STRUCTUR TEMPORARY S/LT FENCE TEMPORARY ROCK SILT � CHECK, TYPE A WITH PAM N � TEMPORARY GRAVEL � � CONSTRUCTION ENTRANCE LEGEND C F — TPF— —> —> p�wA — E �- �_ �� _ ��= � c , � , Fc '� � � ��- \ F \ � � -� � F� ' LIMITS OF DISTURBANCE (SHADED) TEMPORARY DIVERSION DITCH GRAVEL/HARDWARE CLOTH TYPE INLET PROTECTION COFFER DAM/IMPERV/OUS DIKE TEMPORARY ROCK SILT CHECK, TYPE A SILT FENCE OUTLET ROCK DAM CLEAN WATER DIVERSION TD� TD :� � �� -- E — E ��'. �� ' �------- - ----- � �_ _ — — — _ — — �� . _ — � _ _ � -_� � � — _ � . � . ` ., � E _ E ` E s� -�,_ E � � @� �� C E f _ � � \ � / U�,�.i � � - i �-3�� -— � � — — — — — _ — � E _E � E� �E- .,� -. N � W w z � � 0 0 0 � 0 Q � � � � � ? v Q � � � � v w � a � 0 O O N 0 � � � r � � � C 0 � � � N � t � 0 � i � c 0 � v � i O 0 0 N O �, 0 0 � i Q � � � N I W W Z � 0 0 0 � 0 Q � i J I ? J v Q � PROJECT REFERENCE NO. FINAL EROSION CONTROL FOR Ki m I e>>> H o r n U-5828 -- _____ - CONSTRUCTION SHEET 9 y wW S H E ET N O. �� ROADWAY DESIGN � ENGINEER - - _ `�� _ _ _ _ P.O. BOX 33068 � ` / / � ' i � _ = RALEIGH, N.C. 27636-3068 � � � � � i � � � � � � � ` � � � � \ RIGHT—OF—WAY REV. �AA A 1 IC � � i _ � � � / / � / � � 1 � v � � � — — — . ; , � � � �� -; o �op000a ; oo s � 0 o�a ,, � � � / / � � � / � � � � � � \ � FES/ � � � _ _ CONST. REV. � % � � � �. � � \ �' � � � � � � - � � o Q� 'Y� °o _--,� `� �—-_ � i i � �� ' � � � � �� ` � �_ i � � � � � . ,__ � � '��'�-��, � = SEAL - � � � � � � � � � i � � � � i � � � � � \ �� , � _ � 029876 � — `� (i � � V � IPF r � \ � . � � \ V � � / � V I � � \ \ \ � I � �� _,� � / / � / - a - r � � � � / � � � / -, �\ � �� . � � � \ � � � � � � \ � ,� � � � � � � � ; ;�� / � � \ I �,q�� NC �-�°`�; � � � \ � � / / � \ � �� I � � '-� / � � M`l� 1 I � � I'T°�°°��° �, � � � � � - � � � � � � � � � ' ' � / � \ \ � �� , � � � ,. �, � � I � _ - �� A � � � � � ��OZ �, ��''''��i i i��`�� / / SHEET NO. EC-26 HYDRAULICS ENGINEER ��iiiiiii�i;� ,�� CQRp�%. � � o �oFEss�oN �,� ; \ ?� SEAL � �= =�� 026480 _ '�'� �F �o��; =�'� � NC I t�E�-��? :� , o0 �'�� ROB��. �� ' � ��' � i ��i � �— �� i i � � � i � � � � � � � � � � N� ��,�� , � ,_ � i � � � �� _ � i � ii�i �� .� � �� 1��8 � � � � , � � i i�� m �� i i � i � � i ,, �� \ �b/V DOCUMENT NOT CONSIDERED FINAL � � � 3,30� � � � � � � � � � � � � / �,�1�' / �I I I � `' � � � � � � � � � � �; � � � / � � f � � � � � �� I � � � � � � � � \ � � � UNLESS ALL SIGNATURES COMPLETED � � � �v � � � � � � � � � - - � / ��" �� l � � � � � � � % � � � � � . � � � � � � I � � � 1NSTALL TEMPORARY � r i INSTALL� TEMPORARY � \ � � � I � 1 _ � '' - � � � / _ , � � � � \ I � � ROCK SILT �,HECK TYPE A ., ROCK SIL'T CHECK TYPE A 't � � 1 � '' � - � � � _ _ � i I I � � � � � � � � � � � , 1 � \ , , �� / � � � �, � � A I � � . � � �'. 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IIII� II1 � �� FiC � � � �- - ------------- -- --- VEL � � \ � � � � � � �RA I O • ' / ' i � --- . �------------- ------- -�� ,' �\ \ � .�' � �� ANDINCETPROT C�ON � , \ _ � - � � ' � 95�` SPAC/NG INSTALL TEMPORARY ' ' ' � � - t -Cj �- � cM, � � � � ' I I I I I I � , a � , I, � � � - - �- ^ -� - � / � � � ' � NCDEIVR PRACTICE 6. T.1 ` � NCD�OT STD. 1633.02 - F-- It�CK S1�T�'HEC�I( �-YPE A � -�- ' � a/ i i C.s' � i� � . - � � � � �' � � � � , � z �� ; ; �i � � -- � �, � � ; ; � _ , � ;�o,r�P,ca�� ; , , � . , � , ,1� 1� I I� �� I � � � � �� 1 , - , ,.: � W/ MATT/NG AND I N/F PAM , � � � � _ � O� � � ' ,� � � � SOUTHPORT BUSINE�S PARK. LIMITED PARTNERSHIP 1.5' WEIR HEIGHT ,,� _ � , � I I I I I I I I . � �,�� , , , � �, � _ _ _ �� , , � '��,��r� �� I I I � � ��`' � 1 . / � NCDOT STD. 1633.01 i I I I � � , / � --- �- � � � � �� ' ° �' � N�F � � � ��, � �� ' � �� . , � � � � � I 1111 � 1 1. � � , > , 1 � a , � � — — — — — — , � � � I � � � � ' SOUTHPORT BUSINESS PARK LIMITED PARTNERSHIP / � ' / � � \ \ � o � ' l��. � \ � � IIII�I1 �� , - �� _�� A �„ � � � � - - - - - - - _ _ � - � � 1 ' _ �� " � / / \�� \ � � _ - - - � � - - � z �� - � ,� �� . � \ � zL� � o ' � � � ��'� I) ' ' � � \� \V ' � � � � V � — — —0 — � _ � � 3 � � � +��.00�SHEET E� � -'� � � � i � � ��__ __- -_ �� - -- � � , -Y7 - ST A � 2 � � �� ATCH��NE �:_ � ., � �� ` 11 / � ��v�� ` s`�, �� ` — -----— �——��_—o,?�� . � � �, � , , _ � � LEGEND � _� '�� - - , � , , �, _ , � � � , � � � � �� , � � , � � —— ———_ � � ��: � , � o CONSTRUCTION LIMIT -C - - - - F LIMITS OF DISTURBANCE � � ��yo\bK,/ � � � ��\� � � � \ � \ � � -- - , . — � � — � � �. ,, � ) � � V A V � _ � _ � � _ �. �� / � � � � � � � � o TREE PROTECT/ON FENCE - T P F- (SHADED) \ N TEMPORARY DI VERSION T D � T D ' � - - r � � ' - - - � \ � � DITCH • I �� I � � � � � � � -��z -�Z�� o SK/MMER SEDIMENT BAS/N �y �� \ / � \ � � � � � - - - - � � � GIiAVEL/HARDWARE CLOTH TYPE � ��; � � II �} �' � - '� � � l �� \ � � � . � � � _ _ - - - _ � \ o INLET PROTECTION � - � SEDIMENT BASIN EMERGENCY - > - > � . II . �� /f � � � � l % �� _ - _ - - - - `, �, J SP/LLWAY ".�� / � � � l l � / � � a�d�� ., � _ _ _ - - � � �, Q COFFER DAM/IMPERV/OUS DIKE � � �� a,, � �� -__ � � SPEC/AL ST/LL/NG BASIN � �� ' ` / / I / � / y� \ - - ` , _ _ � � � AND DEWATE/iING PUMP TEMPORARY ROCK SILT �� %y �� - '�� I � � � � � � - - - - - - � � �� CHECK, TYPE A � -/ � � �? ,1'��/ , / / � ��J� � �� CONCRETE WASHOUT STRUCTURE � , ��'� / , i i � � , ` - - i/ I � � � �-�� — � � � � � r, � , � � SILT FENCE OUTLET � � �Z � � �� \ TEMPORARY S/LT FENCE / i , ,� % � i � - - - � \ \ � � � � � I � \ 1 TEMPOIiARY ROCK SILT ROCK DAM � � ��,� ��- � � I _�� C� 1 � � R$ ii� � �n � � � � � CHECK, TYPE A WITH PAM � � � �� l � � ,'� I o CLEAN WATER DIVERSION CWD �� I N � ��o��y �-�' � � � � � � ' / TEMPORARY GRAVEL " - - � � . � G � ' � / � -` � �,/ ,� � CONSTRUCTION ENTRANCE f j c o, � � M v W � � � a � 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � c a � ; 0 a� a � v W � a � 0 � 0 0 � � � �c � � -� -� c 0 � 0 � � a� � � � 0 3 � � � c 0 � v � i 0 � 0 N 0 �, 0 � 0 � Q � CONST RUCT lON SCHEDULE coNsrRucrioN sPEciFicarioNs l. P/ease refer to the Erosion ond Sediment Control p/ons for detailed construction scheduling ond sequencing. 2. Obtoln p/on opprovo/ and other app/Icob/e permits including grading permits for borroW site. Refer to Section 230 "BorroW Excovotlon" in the 20/2 NCDOT Stondord Speclflcations. 3. Flag tl� Work /Imits for protectlon. 4. Ho/d preconstructlon conference ot leost one Week prior to starting constructlon and Invite NCDEQ. NCDEQ LQS contact number Is f 9/9179/ -4200. 5. Prior to ony /ond disturbing (inc/uding demo/Itionl octivities, instoll temporory sedlment trops, temporary dlversion, fabric/b/ock ond grave/ drop inlet protection, temporary grove/ constructlon entrance/exits, check dams, tree protection fence, and sI/t fence as shoW� on the e�osion control plons. 6. ln occordonce With tl� eroslon contro/ p/ons and troffic control p/onsr install in/et protectlon ond erosion control measures. After In/et protectlon and erosion control measures are in p/ace, grade roodway, instoll storm droin system. Untl/ boxes ore built ond ya�d in/et devices Installed, install ond maintoin storm droin under construction at end of day or onset of rain. P/ace out/et protectlon as shoW� on p/ans. Place addltiono/ check dams and stabilized ditches as indicated. Modify silt fence placement around pipe In/ets and out/ets as necessary, p/ace sI/t fence oround top of proposed headWalls. 7. Comp/ete flna/ grading for roads ond stabillze with gravel. 8. Flnish drainage Inlets, place curb and gutter and pavement, and build shou/ders. 9. Flnish grading of slopes, topsoil crltica/ areas and permanent/y vegetate, seed ond mulch. l0. Vegetation a/ong stream banks shou/d be cut and �oot mat/stumps left to stobllize bonk until such time os constructlon activity warrants thelr removol. ll. After seeding is estoblished, the controctor sholl coll NCDEQ ond orrange for a flnal slte inspection. Upon opproval, oll temporory erosion control meosures shall be removed from the pro�ect. l2. All eroslon and sediment contro/ practices will be inspected Week/y and after roinfall events. Needed repai�s Will be made i mmedi ote/y to restore sedi ment contoi nment. l3. All oppi cab/e erosi on and sediment control must be moi ntained until o vigorous stond of permonent ground cover is estoblished ond permonent vegetotion Is Well estab/Ished. Estimated time before finol stabilizotion is /8 months. l4. Site inc/udes opproxlmate/y 17.92 acre of permonent vegetation areo. l5. After slte Is stobillzed, temporary sedlment trops, temporary dlversTon, construction stoging ond moterlo/ oreo stockp7/e oreas, ond all other erosion contro/ devices shall be removed, restored as exlsting, ond permanent/y vegetated os described In tl� mointenonce ond vegetative p/on. MA/NrENANCE Follow the construction sequence throughout pro f ect deve/opment. When changes in construction activities ore needed, amend the sequence schedu/e in advance to malntaln manogement control. Notification of Land Resources Sediment ond Erosion Control Se/f -lnspection Progrom: Tl� Sedimentatlon Pollutlon Contro/ Act was amended In 2006 to require thot persons �esponsible for lond -disturbing octivitles Inspect o proJect after each phase of the pro�ect to make sure that the approved eroslon and sedlmentatlon contro/ p/an is being folloWed. Ru/es detailing the documentotlon of these inspections took effect October l, 20/0. The se/f -inspection progrom is separate from the Week/y self -monitoring program of the NPDES StormWater Permlt for Constructlon Activitles. The focus of the se/f -inspection report is the instal/ation ond malntenance of erosion ond sedlmentatlon control measures according to the approved plan. Tl� inspectlons must be conducted after each phase of tl� pro ject, and contlnue untll permonent g�ound cover is established in occordance Wlth IVCGS l/3A-54.1 and l5A NCAC 4B.0/3/. The Se/f -lnspection Report form is ovoilob/e os o Vyord Document ond PDF from ot http://portal.ncdenr.org/Web/lr/erosion. lf you have questions or cannot occess the form, p/ease contact NCDEQ Land Quality Section ot l9/9179/-4200. MAINT ENANCE PLAN l. The Contractor sholl cl�ck all erosion and sediment contro/ p�actices for stabllity and operatlon folloWing every runoff producing rainfall but In no case less than once every Week. Any needed repolrs WI// be mode Immedlate/y by the Controctor to maintoln a// proctices as deslgned. A/so per Notiono/ Pollutont Dischorge Elimination System INPDESJ general stormWoter permit, o rain gauge must be Instolled on site. Ti� rain gauge must be kept onsite and inspections by the controctor must be mode ond /ogged ofter every ho/f Inch of ralnfall ond once o Week. 2. The Contractor shall remove sediment from sediment trop When storage capocity hos been approximate/y 50% filled. Grave/ WIl/ be c/eoned or rep/oced When tl� sedlment pool no longer drolns proper/y. 3. Tl� Contractor sholl remove sediment from behind s7/t fence When it becomes 0.5 feet deep at the fence. Si/t fence Wi�� be �epaired as necessory to mointain a borrler. 4. The Controctor shall fertl/Ize, reseed as necessory, and mu/ch all seeded areas according to specifications In the vegetative p/on to malntoin a vigo�ous, dense vegetotive cover. 5. The Town of Morrlsville contact is B/oke Mills f9/9� 625-1873 SEEDING SCHEDULE RlP RAP �60/5) CONST RUCT lON SPECIFICAT IONS Subgrade Preparation - Prepore the subgrade for riprop and filter to tl� required lines and grades shoWn on the plans. Compact ony fill required in the subgrade to a density approximating that of the surrounding undisturbed materiol or overfill depressions With riprap. Remove brush, trees, stumps ond oth�er ob� /'ectional material. Cut the subgrade sufflciently deep that the finlshed grode of the riprop Will be at the elevation of the surrounding area. Channels should be excavated sufficiently to alloW placement of th�e riprap in o manner such that the flnished Inside dimensions and grode of the riprap meet design speclficotions. Sand ond gravel filter blanket - Ploce the filter blanket immediately ofter the ground foundation is prepared. For gravel, spread filter stone in a uniform layer to the specified depth. Where more tl�n one layer of filter materiol is used, spread the layers With minimal mixing. Synthetic filter fabrlc - Place the cloth f7/ter dlrectly on tl� prepored foundation. Overlap the edges by at least l2 inches, ond space onchor pins every 3 ft along the overlap. Bury the upstreom end of the cloth a minimum of l2 incl�s beloW ground ond wl�re necessary, bury the loWer end of the cloth or overlap With the next section os required. Toke core not to domage the cloth When plocing riprop. lf domoge occurs remove the riprap ond repair the sh�eet by odding onother loyer of filter moteriol With a minimum overlap of l2 inches around the damaged oreo. lf extenslve damage is suspected, remove and replace th�e entire sheet. Where /arge stones ore used or mochlne p/acement ls difflcu/t, 0 4-Inch /oyer of fine gravel or sand may be needed to protect the filter cloth. Stone Plocement - Plocement of rlprop should folloW immedlately ofter plocement of the filter. Place riprop so that if forms a dense,Well-graded mass of stone With o minimum of voids. The desired disbribution of stones th�ougi�ut the moss moy be obtalned by selective loading at the quarry and controlled dumping during flnal placement. Ploce riprop to Its full thickness In one operatlon. Do not ploce riprap by dumping through chutes or other methods that cause segregation of stone slzes. Toke core not to dislodge the underlying bose or filter When plocing the stones. The flnished slope sl�uld be free of pockets of small stone or clusters of lorge stones. Hand plocing may be necessary to achleve the proper dlst�Ibutlon of stone slzes to produce o relatively smooth, unlform surface. Tl� finlshed grade of the riprop sl�uld blend With the surrounding orea. lVo overfall or protrusion of riprap should be opparent. MAINTENQNCE lnspect chonnels ot regular intervals os Well os ofter ma1or roins, ond moke repairs promptly. Give speciol ottention to the outlet and inlet sections and other points Where concentroted floW enters. Carefully check sto67/Ity ot r� qad cross7ngs ond look for Indic tions of plping, scour iroles, or bonk fo7/ures. Moke repairs immediately. �intain oll vegetation od jocent to the channel in a h�ealthy, vigorous condition to protect the area from e�osion and scour during out-of-bank floW. Control of Weed and brush groWth may be needed in some locations. V EGET AT lV E PLAN (60/l) Shoulders, Side Ditches, Slopes l3:11 Date Type Plonting Rate Aug. l5 -Nov. l Toll Fescue 250 /bs./ocre Nov. l-tilar. l Tall Fescue 250 /bs./ocre & Abruzzi Rye 25 /bs./acre ti1ar. l-Apr. l5 TaII Fescue 250 /bs./ocre Apr. l5 -Jun. l5 Hulled Common Bermudogross l2 /bs./ocre Jun. l5 -Aug. l5 Toll Fescue 60 /bs./ocre & BroWntop Millet Xxx 35 /bs./acre or Sorghum-Sudon Hybrids =xx 30 /bs./ocre Slopes (3;l to 2:1J Mar. l-Jun. l Sericea Lespedeza (scorlfiedJ 50 /bs./ocre and ( ar. l-Apr. l5J Add Tall Fescue 60 /bs./acre ( ar. l-Jun. 301 or Add W eeping Lovegrass 5/bs./ocre ( ar. l-Jun. 301 or Add Hulled Common Bermudagross 8/bs./acre Jun. l-Sep. l Toll Fescue xxx 60 /bs./ac�e & BroWntop Millet =_= 35 /bs./acre or Sorghum-Sudan Hybrids xXx 30 /bs./ocre Sep. l-Mar. l Sericea Lespedezo (unhulled -unscarified) 70 /bs./ocre & Toll Fescue 50 /bs./acre �Nov. l-Mo�. l) Add Abruzzi Rye 25 /bs./ocre Consult Conservation Englneer or Soll Conservotion Service for additional informotion concerning otl�r alternotives for vegetotion of denuded areos. The above vegetatlon rates are those Whlch do Well under locol condltions: other seeding rote combinations ore possible. Xxx Temporary - Reseed occording to optimum seoson for desired permanent vegetatlon. Do not alloW temporary cover to groW over l2 inches in height before moWing, oth�erWise, fescue may be shoded out. IMPERVIOUS DIKE CONST RUCT /ON SPEC/F/CAT IONS l. lmpervlous dlke shall not permlt seepage of Woter Into the constructlon sit or contribute to siltation of the stream. The impervious dike shal/ be constructed of an acceptab/e moteriol in the /ocotions noted on the p/ans or as directed. SEEDING SPECIFICAT IONS /� After rough grading Is comp/eted, ti/I soi/ ln areas to be seeded and p/anted to o depth of six inches. 2) App/y agrlcu/tural llme, fertilizer, ond superphosphote to disturbed oreos to be vegetoted. A mi ni mum of 2 tons li mestone/acre w� th 3 tons li mestone /acre In clay soils or per soils test 35 /bs. l0-10-10 fertillzer/1000 sq. ft. f1500 /bs/acre� 40 /bs. 50% superphosphote/1000 sq. ft. (1750 /bs/acre) 31 Disk nutrients into soil to o depth of six inches until surface Is unlform and free of /orge dirt c/ods. 4J Seeding permanent gross. 3.0 /bs. KY-3/ tal/ fescue/1000 sq. ft. f/30 /bs./acrel during February /5 through May /5 0� August /5 through November /5. -OR - 3.0 /bs. KY -3/ tall fescue and 2.0 /bs. onnua/ ryegrass/1000 sq. ft. during November /5 through February l5. 5J Mulch seeded area with small grain straW at 90 /bs/1000 sq. ft. (2 tons/acrel. Spread uniform/y. Approxlmate/y/2 of ground surfoce sl�u/d be vislb/e to oVoTd blocking sunlight to seedlings. On areas wi�re the ground surfoce equals or exceeds a 3:l s/ope, and in tl� Inverts of oll dralnoge sWo/es, tack mulch With ospholt emulsion at a rate of 400 gallons emulsi on per acre of straw. 6J Mulch around shubbery and trees with pine straW to depth of 3 inches. 7) Temporary cover l.0 /bs. broWn top millet/1000 sq. ft. Moy through August 25. -OR - l.0 /bs. annua/ ryegrass/1000 sq. ft. August 25 through April. 2. Acceptob/e moterlol sholl 1nc/ude but not be limited to sheet piles, sondbogs, and/or the placement of on occeptab/e size stone /Ined With polypropy/ene or otl�r Impervious geotextile. 3. Earth moteriol shall not be used to construct on impervious dike When it is in direct contoct With the streom un/ess vegetat7on can be establlshed before contoct With the streom takes p/ace. Mointenonce During construction, tl� impervious dike shou/d be inspected regulor/y to ensure no seeQage is occuring. /f seepage Is encountered, measures shou/d be taken to Immediote/y repair the dlke. GRASS -LINED CHANNELS �6030� CONSTRUCT/ON SPECIF/CAT/ONS l. Remove oll trees, brush, stumps, and other obJectionab/e moteriol from the foundation area and dispose of proper/y. 2. Excovate the channe/ and shope it to neat /Ines ond dimensions shoWn on tl� plans p/us a 0.2-ft overcut around tl� channe/ perimeter to alloW for bu/king during seedbed preparotions and sod buI/dup. 3. Remove and proper/y dispose of oll excess sol/ so that surface Water may enter the channe/ f ree/y. 4. The procedure used to estob/Ish gross in tl� channe/ Will depend upon the severity of the condltions ond se/ection of specles. Protect tl� chonne/ Wlth mulch or a temporary liner sufflclent to withstand onticlpated ve/oclties during tl� estab/lshment period. MAINTENANCE During the estob/Ishment perlod, check gross-llned channe/s after every rolnfoll. After grass is estobllshed, per7odlcally check the channel; check It ofter every heovy roinfall event. lmmedlate/y make repalrs. lt Is particu/ar/y important to check the channe/ outlet and al/ rood crossings for bank stobility ond evidence of piping or scour ho/es. Remove a// signlficont sediment accumu/atlons to malntain the designed carrying capaclty. Keep the grass in a healthy, vlgorous condition at all times, since it is the prlmary erosion protectlon for the channel. LAND GRADING (6002� CONSTRUCTION SPECIFICATIONS l. Construct ond mointoln all erosion ond sedlmentation control proctices and measures In occordonce With the approved sedlmentotion control p/an ond construction schedu/e. 2. Remove good topsoil, as determined by a Geotechnlcal Engineer from oreas to be graded and f7/led, and preserve it for use Pn finlshing the grading of olI criticol oreos. 3. Scarify areos to be topsoiled to o minimum depth of 2 Inches before p/ocing topsoil. 4. C/ear and grub areas to be filled to remove trees, vegetation �roots, or other obJectionab/e materla/ that wou/d affect the planned stab7/ity of the fill. 5. Ensure thot fill materiol is free of brush, rubbish, rocks, logs, stumps, building debris, and other materials inappropriote for constructing stoble fills. 6. P/ace all fIll in /oyers not to exceed 9 Inches In thickness, ond compoct the /oyers os required to reduce erosion, slippoge, sett/ement, or other reloted prob/ems. 7. Do not Incorporote frozen materlal or soft or high/y compressib/e moteria/s into fill s/opes. 8. Do not p/ace fill on o frozen foundatlon, due to possib/e subsidence ond slippage. 9. Keep diversions and otl�r Water conveyance measures free of sediment during all phases of development. l0. Hand/e seeps or springs encountered during construction in accordance with approved methods. ll. Permanent/y stobl/Ize all graded areos immediote/y after finol grading Is comp/eted on eoch area In tl� grading p/an. App/y temporary stabilizatlon measures on all graded areas W�� Wo�k Is to be Interrupted or de/ayed for l5 Wo�king days or /onger. l2. Si�oW topsoil stockpiles, borroW areas, and spoil oreas on the p/ans, and make sure they ore odequote% protected from eroslon. lnc/ude final stabl/Izatlon of these areas in the p/an. Ma�NTENaNcE Periodlcally cf�ck all graded areas and the supporting erosion and sedimentotion contro/ practices, especially after l�avy ralnfalls. Prompt/y remove oll sediment from diverslon ond other Woter-disposal proctices. lf woshouts or breaks occur, repoir them immediate/y. PromQt mointenance of small eroded oreas before they become signlficant gullles is on essentia/ part of on effective erosion and sedimentation contro/ p/an. � a � � 0 � � a � v W i t a I O O O N � � � � �C � -� -� � c 0 � c 0 � � a� � t � 0 3 � � � � 0 � � .� v � � O O O N O �, � 0 � i J Q � � MINIMUM 10 �INE WIRE� STEEL FENCE POST WIRE FENCE HA�DWARE C�OTH FI��i�ER 0� 1 INCH DIAMETER � 57 WASHED STONE� �I.OW DIRECTION SIDE VIEW 8'-0" MAXIMUM VARIAB�E AS DIRECTED BY THE �NGINEER iii' "i i �i�i iii� FRONT VIEW ii� ��ii iTi- iTii i i� - i ii i -iTi-i i r- � i-i i i-� � STEE:_ I�OST —WOVCN WIRE f=�L�1=�IC SI�T �ENCE FABRIC _ o � I � ;,,� � �I�L S�OPE �� N � � , . �'�;;.: � �;: <'}, . . �v �•�.:: _�<��`:�.`::: � G R A D E .��Y-y � 6" MINIMUM COVER OVER SKIRT � 0 N ANCHOR SKIRT AS DIRECTE� BY ENGINEER � SIDE VIEW 1 Z�� GAUG� )IATE WIRES � �OF� F�'-PA R OL SI�T �EI�CE �AI�UR-S USE SI�T F�I�CE OU��I�E1 DETAI� STANDARD TEMPORARY SILT FENCE (6.62) FILTER OF "I INCH DIAMEIER # 57 WASHED SION�-� NOTE: SILT FENCE FABRIC 10 OVERLAP HARDWARE C�OTH BY 12 INCHES � g„ � GI�ADE �I I 1=1 I 'I I �_"'- Ip 91illl_ i� 6" � I II „ ;� NO IE: USE SILT �ENCE OUT�ETS ON�Y WHEN DRAINAGE AREA DOES NOT EXCEED 1�4 ACRE AND II-IERE IS A�OW AREA. USE AS A REPAIR OF SI�T FENCE �AI�URES. 2. #57 WASHED STONE SHA�� BE PAID FOR AT THE CONTRACT UNII PRICE PER TON "SEDIMENT CONTROL STONE" a- U o � o-�o- - ��p� � 0 0 � � 0�� oo � � �o 0 �O 0 0 )o 0 SI� i FENCE FABRIC ON WIRE FENCE � �„ ��„�, � �,�- �,� �.,-� � �" o 00 0 o � 0 0 0 � NOTE: USE SILT �ENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1�4 ACRE AND NEVER IN AREAS 0� CONCENTRATED F�OW_ � � I ,— �' o � � � o�� o o °88 0 o �� o o �b°o� o -n � � r ' °"°� a 0o O o0 �.� o � o a 0 0 0 � '��,Q � o 0 00 i�.i�oaO�,.o°,...... ,._oOC � HARDWARE C�OTH ON WIRE FENCE P�AN VIE�N �STEE� FEticE PosT sET_ I �� T ��T STEE� FENCE POST LJLJ I\ I VV I I\L I LI V UL� I I/ \I \ V V V/ \I � L. `�_iL�' i I I � FRONT VIE�V �N� s��T �ENcr F�BR�c 6 iNc�Es iNTo T�IE TRENCH STANDARD SILT FENCE OUTLET J-HOOK �1Er,�c sr,v�E Kimle >>>Horn v P.O. BOX 33068 RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. SILT FENCE J -HOOK PLACEMENT �� C,� J-HOOK �t�,� 5 � c�� fAS NEEDEDI � ` PLACE POST 5 l ST AKESJ ADJACEIyTLY ,41�1D BIND AT CONSTRUCTION TOP y�ITH y�IRE. Use si/t fence J-Hook p/ocement os s/x�Wn in these plons to dlrect run-off to si/t fence out/ets and prevent occumu/ation ond undermining of silt fence. MaNTENANcE lnspect J-Hooks at /eost once o Week ond after eoCh roinfoll. Make ony required �epoi�s immediate/y. Remoye oll fencing moteriols including J-Hooks ond bring the oreo to grode ond stobilize it ofte� th�e cont�ibuting droinoge o�eo hos been p�ope�/y stobillzed. M�N. �o ca LlA/E y�IRES �o� o.c. Max�MuM VARIABLE AS D/RECTED BY THE ENG/NEER 40" rnvi�i vityy 3 4" � TREE PROTECTION AREA 4" .� DO NOT ENTER 4" �yARNING SIGN DETAIL /8" Z � O 3 SIDE VIE�y PROJECT REFERENCE NO. U -5828 ILW SHEET NO. ROADWAY DESIGN ENGINEER STEEL POST - WOVEIy y�IRE FABR/C —ORAIyGE.W RESISTAIyT. H/GH-TEIySILE STRENGTH, POLY BARRICADE FABR/C (TYP/CAU — vV a�N�Nc s�cN OTES W�N/NG SIGNS TO BE �ADE OF DURABLE.WEATHERPROOF MATER/AL. LETTERS TO BE 3 H/GH MlNI�UM.CLEARLY LEG/BLE A�ID SPACED AS DETA/LED. S/GNS SHALL BE PLACED AT 50' MAX/MUM /NTERVALS. PLACE A SIGN QT EACH ElyO OF L/NEAR TREE PROTECTION AND 50' OA/ CEA/TER THEREAFTER. FOR TREE PROTECTION �'EAS LESS THA/y 200' lN PERI�ETER,PROVIDE NO LESS THA/y ONE 5/GN PER PROTECTION �REA. ATTACN S/G/yS SECURELY TO FEIyCE POSTS AND FABRIC. �!A//yTA/A/ TREE PROTECT/ON FENCE THROUGHOUT DURATION OF PROJECT. ADDITIONAL SIGNS MAY BE REQUIRED BY A/CDENR. BASED ON ACTUAL F/ELD CONDITIOA/S. S/GNS SHALL BE �NCIDENTAL TO THE FENCE. MAINTENANCEa lnspecttree protection fences otleost once o Week ond after eoch roinfoll. �oke ony �equi�ed �epoi�s Tmmedlote/y. Should the fobric of o tree p�otectlon fence collopse, teo�, decompose o� become Ineffective. �eploce it promptly. TREE PROTECTION DETAIL SHEET NO. EC-35 HYDRAULICS ENGINEER c � � � .o � Q I v t Q I � � O N 0 � � � �C � � � � a� -� � C 0 � i 0 � � � � a� � t � 0 � i 0 � c 0 � � .� v � � 0 � 0 N O � 0 � O O � I J Q � � � J O � � z 0 U Z 0 N 0 � W � O �m W N Z N oa 1— J N U � w _ N Q �W Z I�- O Lf� I— # (n J a > w �w �� W O � � � w w _ N w W N N = �~ W ,J �a �� w No ~ X '-L a —�. �� • i� w � U Q � �- � � U O 0 � z N J 0 � � z 0 U zz 00 �o a� - w � _� 0 x�m ir� w �n ZN xoQ I— J �tnU U > � � Z O � U c/� � � � � F- z w � � J � J � J W �N � W � > O o �. 0 Zw �� J F- wwo / � N � � F NOTE: SKIMMER IS TO BE A SURFACE DE�ATERING DEVICE SUCH AS DESIGNED BY "FAIRCLOTH SKIMMERS" OR EQUIVALENT PRODUCT FLEXIBLE JOINT �RAD' A Tnn i inc�r� OUTLET ENDe CONNECTION TO OUTLET PIPE OR RISER SKIMMER SEDIMENT BASIN (6.64) ~ Z L� M � SKIMMER DETAIL VENT lyOTES l. Ea�th berm sholl be stabilized W�th seeding occording to standard specificotions section /660. Eo�th be�m ond seeding will be considered incidento/ Work, poid fo� ot th� cont�oct unit prices of th� vorious e�osion control items included in the controct.. 2. Use c/ean compoctor fill mate�ia/ fo� eo�th berm. CONSTRUCT/ON SPECIFICAT/0/y5 l. C/eor,grub and strip th�e areo under the embonkment of oll veqetation ond root mot. RemoVe oll surfoce soil contoining high amounts of orgonic motter ond stockpile or dispose of it proper/y. Haul all objectionob/e moterial to the designoted disposol oreo. 2. Ensure thot fill moteriol for tlae embonkment is free of roots,Woody vegetotion, orgonic motter, ond oth�er ob jectionob/e moteriol. P/oce the fill in lifts not to exceed 9 inch�es ond mochine compoct it. OVe� fill the embonkment 6 inches to olloW for sett/ement. 3. Construct the out/et section in the embankment. P�otect the connection betWeen tlae riprop ond the soil from piping by using filter fabric or a keyWoy cutoff trench betWeen the riprop structure and the soil. - P/oce the filter fobric beiWeen the riprap and soil. Extend the fabric across tlae spillWay foundation ond sides to th�e top of the dam; or - Excovote o keyWoy t�ench o/ong the centerline of the spillWoy foundotion extending up the sides to the heightof the dom. The trench shnuld be ot /east 2 ft deep ond 2 ft Wide With l:l side s/opes. 4. Cleor the pond orea be/oW th�e e/evation of the crest of the spillWay to facilitate sediment cleonout. 5. All cut and fill slopes shdu/d be 2:l or f/otter. 6. The bosin shou/d be excavated l.5 feet be/oW grode. 7. Ensu�e thot the stone fdroinogel section of the embonkment hos o minimum bottom width of 3 ft ond moximum side s/opes of l:l thot extend to the bottom of the spillWoy section. 8. Construct the minimum finished stone spillWoy bottom Width,os shoW� on the plons.W�th 2:l side slopes extending to the top of th�e over filled embankment. Keep the thickness of th� sides of th� spillWoy out/et structu�e at o minimum of 2/ inches. Th� Weir must be /eve/ ond const�ucted to q�ade to ossu�e design capacity. 9. Materio/ used in the stone section shou/d be o Well-groded mixture of stone With a d50 size of 9 inch�es fc/ass B erosion contro/ stone is recommendedJ and o moximum stone size of /4 inches. The stone moy be mochine p/aced ond the smolle� stones Wo�ked into th� voids of the /o�ge� stones. The stone shou/d be ho�d, ongu/o�, ond high/y Weothe� -�esistont. l0. Ensure thot th�e stone spillWay out/et section extends doWnstreom post th�e toe of th� embonkment until stob/e conditions o�e reoched and outlet velocity is occeptob/e for th�e receiv��g streom. Keep the edges of the stone out/et section f/ush With the surrounding ground ond shape the center to confine the outf/oW streom. ll. Direct emergency bypass to notural, stob/e areos. Locote bypass out/ets so thot flo�y Will not damoge th�e embonkment. l2. Stobilize the embonkment ond oll disturbed oreos obove the sediment pool ond doW�streom f�om the basin immediote/y ofter construction. l3. ShoW the distonce from the top of tlae spillwoy to the sediment c/eanout level fone-holf th� design depthJ on the p/ons ond mark it in tl� fie/d. MA�NTEN/aNCE lnspect basins after each period of significont roinfoll. RemoVe sediment and �estore the basin to its origino/ dimensions When the sediment hos occumuloted to one-h�lf the design depth of the bosin. P/ace the sediment th�t is removed in the designoted disposalorea and replace the contaminated pa�tof tlae qroVel facing. Ch�eck the st�ucture for domoge from erosion o� piping. Periodicolly claeck the depth of the spillWoy to ensure it is a minimum of l.5 ft beloW the loW point of the embonkment. lmmediote/y fill ony sett/ement of th�e embonkment to slight/y obove design qrode. Any rip�ap disp/oced from th� spillWay must be �ep/aced immediate/y. After oll sediment-p�oducing areas hove been permonent/y stobilized,remove th� structure and all unstob/e sediment. Smooth the orea to b/end With the ad joininq existing ground ond permonent/y vegetote as described in tiae maintenonce and vegetotive p/on. VARIABLE SIZE ORIFICE ACCESSIBLE THROUGH SCREEN�DOOR SEE PLANSHEETS FOR ORIFICE SIZE FLOAT BARREL PIPE LONGER THAN SHOy�N. NOT INCLUDED y�ITH SKIMMER SUPPLIED BY USER. Silt Fence Ground 6' Min. DETAIL 1 CLEAN WATER DIVERSION ( Not to Scale) Geotextile Type of Liner= Geotextile for Soil Stabilization D ETAI L 2 CLEAN WATER DIVERSION ( Not to Scale) 0 Natural � Ground �:J D 'b� Geotextile 6' Min. Min. D = 1.0 Ft. Min. d = 0.5 Ft. Type of Liner= Geotextile for Soil Stabilization 6' Min. Compacted soil � Silt Fence Min. D = 1.5 Ft. Min. d = 0.5 Ft. Compacted $oil r— Silt Fence I I � Fill Slope 3' Min. STA. 57 + 85 —L— STA. 76 + 80 —L— STA. 112 + 10 —L— STA. 22 + 95 —Y7— STA. 116 + 05 —L— FROM STA. 56 + 00 TO STA. 57 + 85 —L— (RT) FROM STA. 57 + 85 TO STA. 60 + 50 —L— (RT) FROM STA. 61 + 00 TO STA. 65 + 85 —L— (RT) FROM STA. 65 + 85 TO STA. 68 + 00 —L— (RT) FROM STA. 101 + 65 TO STA. 103 + 50 —L— (LT) FROM STA. 113 + 00 —L— (LT) TO STA. 23 + 00 —Y3— (RT) FROM STA. 118 + 00 TO STA. 121 + 90 —L— (LT) STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION SfEEi c........ o....� W OSI�IeC — - - - Across Pipe lnlet Upstream End of �-a.._M „_oIn— e �a �O• .a �a • , � ' ' - . � a , o a .� � • ° � °. � • ' o, • . . . . . a ,'o , ' a .'o . , •�� • �� ' . � a . ' ' - . � e � a . . a ' a • o . , � ` . .. � . .. •° ��. �rdWare Cloth Overflow l/3 Pipe Diometer STONE F/LTER INLET PROTECT/ON W/LL BE CONS/DERED /NC/DENTAL TO THE CONTRACT UNIT PR/CE PER L/NEAR FOOT OF P/PE CULVERT INSTALLAT/ON. PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION T ,- .. ...-. /. „��m ��' �{ Storm Droln � — — — — Bur Bottom of Pl ood � y yw _, ' a �,a � °. , ° '•' ' . , •�� ' • . . . . , a . �. . a . o . a a . . . � �< � .. � . . . .. . ,, . . ,. � , . a .. a a . , . a ' v ' . . • . • . ' ' . �. � • • �.. a . .� a , . a � a ' • . • �. a • .. � . � . .. • . � . ' . . . ' . .�. • ° � °. 3/4" Exterior Plywood PLYWOOD INLET PROTECTION IN/LL BE CONS/DERED lNCIDENTAL TO THE CONTRACT UN/T PR/CE PER LINEAR FOOT OF P/PE CULVERT INSTALLAT/ON. l/3 Pipe Diometer � � � ; 0 � a � v w � a � 0 � 0 N 0 � N a� � r � � � � � � � 0 � 'c O � � � N � t � O � � L � c 0 � v � I O � O N 0 � � 0 � � Q � Y POROUS BAFFLES (6.65) Q w �z Q � Q � w � � N �. �, � Q _- � O � O vi W H 0 Z �� 0 z � O � c� � J O � O H Z � � N Q w J � a 1-- � O � w U z W L.� J W W H N w > � � w J m Q � � w U U a H O z w � a N F-- N O � 0 0 0 � N W > � Q Z � w � J a W J m a � � W U U a � O 2 N W � � 0 � N � � C.� 0 O ti w m J J a _ N N w J � � a m M w � � c.� O _ 0 H U � m a � _ U Q � H Q O H H � a � Q � W J � Q � N w � � V � � � � W � w m J J N �U ~ Z�a o�� U � Z �zo � � U � N � W Z U = oQ� � � Z W ~ — Z J O � � U W 0 Q W � m = J Z ~ U Q Z J ~ �aN � oow W � � > O � J � - O d Q � �� QYz �o w � U � �Z N � O aQoH p Z � www U � Q U � � Z Q N � ln � Q w�> J �ww �-�_ Q N I— m Z .o� � U O �W wJ� z� �� w� ��Q �m - �� _ Q� �e� � o 1 Z ��a z � w � Q � O �j~cn ��=o G Q � w � � � z U oc�o� � z w � i—W�� _�� m��c� � O c�� O � Q � � Q � � � COMPACT ED SO/L TEMPORARY DIVERSION DITCH DETAIL (6.20) � 2� MiNiMuM 6' TYP/CAL cRoss sEcr�oNA� v�EvV CONST RUCT lON SPEC/F/CAT IONS �, _6„ MiNiMuM � i FLOW �� -STAB/L/ZE DIVERSION DlT CH W lT H T EMPORARY SEEDING AND ST RAW Vy/ NETe lo Remove and properly dispose of oll trees9 brush9 stumps9 and other ob� ecti onoble materialo 2a Ensure that the minimum const�ucted c�oss section meets all design requirementso 3o Ensure that the top of the dike is not lower at ony polnt than the deslgn elevatlon plus the speclfled settlemento 4d Provide sufflclent room around dlverslons to permlt machlne regrading and c/eanouto 5a V egetate the ri dge 1 mmedl ately af ter constructi on, un/ess 1 t wI ll remai n i n place /ess than 30 working dayse 6e Use temporary llner where noted on planse 7e Temporary diversion dltch construction shall be paid for at the controct unit price per cubic yard "Drainoge Dltch Excavatione" MA/NTENANCE lnspect temporary di versi ons once a week and af ter every rai nf allo /mmed i ate/y remove sediment from the flow area and repair the diversion ridgea Careful/y check out/ets and make timely repairs as needede W hen the area protected is permanently stabilized, remove the rldge and the chonnel to b/end with the noturol ground /eve/ and oppropriately stabilize ite TEMPORARY CHECK DAM DETAIL (6.83) STONE FOR EROSION STONE FOR EROS/ON � CONTROL,CLASS 8 COIyTROL,'57 STONE Filter 15��PE o�,,c� 2is� 24' mox Fabric 2� "b �AF ot center 4' to 6' _ I r Sectlon A-A L= Tlae distonce such th�at points A ond B ore of equal elevotion : L � -_,=.�i{�.��if•'�.��T"�� i�i • ;��'• • f ��i`�i . I NorE: Check doms to be instolled as indicated on p/on o� if grode is steepe� per p/on detoil. CONST RUCT lON SPEC/F/CAT IONS l. Ploce stone to tlae lines and dimensions shoWn In tiae plan on o filte� fobric foundotion. 2. Keep the center stone section at least 9 inches belory notura/ ground level where the dom obuts the chonnelbonks. 3. Extend stone ot leost l.5 ft beyond the ditch bonks to keep oyerfloW Woter from cutting oround the ends of the check dom. 4. Set spocing between doms to ossure thot the e/evotion ot the top of the loWer dom is th�e same os th� toe e/eyotion of the upper dam. 5. Protect th�e chonne/ doWnstreom from the /oWest c/aeck dam.considering tlwt ,yyote� will floyy oyer ond oround th� dom. 6. Moke sure thot the chnnnel �eoch above th�e most upstreom dam 1s stob/e. 7. Ensu�e th�ot chonne/ oppurtenonces, such os culVert entronces belo�.y check doms,ore not subfect to domage or b/ockoge from disp/oced stones. M�NTENAIyCE lnspect ch�eck doms ond chonne/s fo� domage after eoch runoff eyent. Anticipote subme�gence and deposition obove th�e check dom ond e�osion f�om high f/oyys around the edges of the dam. Cor�ect all domage immediote/y. lf significant erosion occurs betWeen dams.install a protectiVe riprop liner in tlx�t portion of the ch�onnel. Remove sediment occumu/oted behind tiae doms os needed to prevent domoge to ch�anne/ vegetotlon, ollory th�e ch�anne/ to droJn throu�h the stone check dom,ond preyent lo�ge floyys from corrying sediment oye� the dom. Add stones to doms os needed to mointoin desiqn height and c�oss section. C � � � 0 � Q v t a � 0 � O 0 � � � .� � � -� � c 0 � 0 � � a� � � � �, 0 3 � � � c 0 � � .� v � � 0 � 0 N � 0 0 0 � � Q � � VARIOUS LINING CONSTRUCTION SPECIFICATIONS ln channels, roll out strips of netting parallel to the direction of floW and over the protective mulch. ov�, ,�� Join strips by onchoring and ove�lapping. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (6.06) EXISTING ROADWAY EXISTING ROADWAY 100' MIN. (SUFFICIENT TO KEEP SEDIMENT ON SITE) 25' OR WIDTH OFPROPOSED STREET, WHICHEVER IS GREATER 2"-3" STONE TO BE USED (SURGE STONE OR RAILROAD BALLAST) PLAN VI EW 1 I 6" M I N. \/'�!�� /� � \////\ coNsrRucr�oN sPEc�F�car�oNs ROCK BERM 35' MIN. � ABRIC UNDER STONE CROSS SECTION l. Cleor tl� entronce ond exit oreo of oll vegetotion, roots, ond other ob�ectionob/e materlal and proper/y grade it. 2. Ploce the stone to the speclfic grade and dlmensions shoWn on the p/ons, and smooth it. 3. Provide drainage to carry Water to o sediment trap or other sui tab/e out/et. 4. Use geotextile fabrics because they lmprove stobillty of tl� foundatlon in /ocatlons subJect to seepage or high Water tab/e. 5. Use 2-3" coorse aggregate base course or larger. 6. Payment shall be mode at ti� contract unit price per ton "lncidentol Stone Base." MAiNrENANcE Molntaln the stone pod In a condltlon to prevent mud or sedlment from /eoving the constructlon slte. This may requi�e periodic topdressing Wlth 2-inch stone. After each roinfoll, Inspect ony structure used to trap sediment ond clean It out as necessory. lmmedlately remove all ob�ectlonable materials spIlled, Woshed, or tracked onto pub/Ic roodWays. Nor��sa i�ui�� si�r F�tNCE oi� r�RE� �r�orEc7ioN FE�Nc� ui� l 0 ENSURE CONSTRUCTION ENrRANCE lS LISED. NEW CONSTRUCTION 15' MIN.� �;�- � 12"M I N . �\� �\� \ !�\�\% � lnstollotion: Avoid curves in public roods and steep slopes. Remove oll vegetation and other obJectlonable material from the foundatlon orea. Grade and croWn foundotlon for positive droinoge. lf the slope toWard the rood exceeds 2%, construct a ridge, 6 to 8 inches high With 3:l side slopes, ocross the foundotion opproximotely l5 feet from the entrance to divert runoff oWoy from the public road. CONSTRUCTION SPEC/F/CAT/ONS SYNTHETIC ROVING Use North Americon Green PS 300 permonent erosion control motting /NSTALLATION OF NETTING AND MQTTING or equivo/ent product opproved by engineer. Synthetic roving is Wound into a cylindrical packoge so that it can be Products designed to control erosion should be installed in occordance continuously WithdroWn f�om the cente� using o compressed air eJector. W�th monufacturer's inst�uctions. Any mot or b/onket-type product used Rovi�g expands into a mat or g/oss fibers as it contacts the soil surface. os a protective mu/ch shou/d provide cover of at /east 30% of th� lt is often used over a stroW mulch. but must still be tocked With ospha/t, surface Where it is applied. lnstollation is il/ustrated beloW. Spreod roving uniform/y over tl� orea at a rate of 0.25 to 0.35 lb/sq yd. Anchor with osphalt immediote/y ofter opplicotion. ot a rate of 450 gallons per ocre. As o chonnel lining, and at other sites of concentroted floW, the roving mot must be furtl�r anchored to prevent undermining. lt moy be secured with stokes p/aced at intervals no greater than /0 ft along the droinageWay. ond random/y throughout its Width, but not more thon l0 ft apart. As an option to staking, the roving can be buried to a depth of 5 inches at the upgrade end and at intervals of 50 ft o/ong the /ength of the channel. NET S A/�D MAl S Nets olone generolly provide litt/e moisture conservation benefits ond on/y limited erosion protection. Therefore, they are usually used in con junction With an organic mu/ch such os stroW. Except when Wood fiber slurry is used, netting shnu/d a/Ways be installed over the mu/ch. Wood fiber may be sprayed on top of on installed net. Mats, inc/uding "excelsior" (wood fiberJ b/ankets. ore considered protective mulches ond moy be used olone, on erodib/e soils, and during all times of the year. Ploce the matting in firm contact With the soil ond stap/e secure/y. Wl = 3D0 A FI/ter , ,,,., , „ l. App/y lime, fertilizer and seed before /oying the net or mat. lf open-Weave nettinq is used, lime may be incorporoted before installing the net and fertilizer and seed sproyed on afterWard. 2. Stort /oying the net from the top of the chonne/ or slope and unroll it doWn the grode. AlloW netting to loy loose/y on th�e soil but Without Wrink/es-do not stretch. 3. To secure the net, bury the upslope end in a s/ot or trench no /ess thon 6 inches deep, coVer with soil, ond tamp firm/y. Stap/e the net every /2 inches ocross the top end and every 3 ft around the edges and bottom. Where 2 strips of net ore /oid side by side,the adJacent edges shou/d be over/apped 3 inches ond stap/ed togethe�. Each strip of netting shou/d o/so be stap/ed doWn th�e center, every 3 ft. Do not st�etch the net When opp/ying stop/es. 4. To join tWo strips, cut o trench to onch�r the end of tl� neW net. Over/ap the end of th� previous roll l8 inches, os shnWn be/oW. ond stap/e every /2 inches Just be/oW the anchor s/ot. Ma�NTENANcE lnspect all mu/ches periodically, and after rainstorms to check for rill erosion, dis/ocotion, or failure. Where erosion is obvser�ed, app/y additiono/ mu/ch. lf Washout occurs. repoir the slope qrade, reseed, and reinstall mu/ch. Continue inspections until vegetation is firm/y establisl�d. OUTLET STABILIZATION STRUCTURE DETAIL (6.41) DETAI� A Lo �o° 00 0 00 000�°� °°O o�o o� 000 0 ,q 000000 ooOoOc� oO��o �o��o o� 0000 0 00°�OoO�°�0 000 °o0°Oo °°O Oo�00o00�0�o W2 = oo +co o��o �o��o O� 000� O c�oDo�� °°�O 0 000 00 Plan � Sectlon A-A � Do T Pipe Outlet To Flat Area Wlth No Deflned Channel CONST RUCT lON SPEC/FICAT IONS W l = 3Do A h DETAI� B Lo � o � � Uvo -� �� D° °O �00000 00000� o�� o�o�� c 00 �0000 �o� �0 0�0�00 0�0 �Oo O�OOo �� o�o �� oDo �oO�Oo ooOoO� on�� on��c� Ta1/Water � 0.5 Do 0 0 � 000000� o O o O � °o� oo� °0 0 00� �° �°� �° �°� A �000 000000 000 �°�o °00°�0 °�O � °�0��0 °�0�00 o � �� 0� o �00� �0�00� �O� W2 = Do + 0.4Lo J°�o °o0°�G °00 � oCoo 000� � 0�0�°��,0 0°000°��0 . � o�� o� o�� o O O�O SLOPE l%2:l OR FLATTER 0 Sectlon A-A H= RIp Rop to Top of Pipe fMox. H= D+ TJ T=/.SXDmax , Un/ess OtherWlse Shown On Plans l. Ensure that the subgrade for the f1/ter ond riprop folloWs the required /Ines and grodes shown In the p/an. Compact any fI// requlred In the subgrade to the density of the surrounding undisturbed materiol. Low areas in tl� subgrade on undisturbed soil moy a/so be filled by increasing the riprap thickness. 2. The riprop ond grave/ fI/ter must conform to the specified groding limlts shoWn on the plans. 3. Filter cloth, When used, must meet design requirements ond be proper/y protected from placinln onothe�r ie e of�nfl/ter cloth�ove�t��dama edmo eo. All con�nec9nt� oi�s� ho �d over/op o minimum of / foot. /f domoge ls extensive, rep/oce the entlre f�te c/oth. 4. Riprop may be ploced by equipment, but toke care to avoid damaging the filter. 5. Tl� minlmum thickness of the riprap should be l.5 times the maximum stone diometer. PI pe Out/et to W ell -Def I ned Channel Filter Fabric 6. Riprap moy be fie/d stone or rough quarry stone. lt sl�u/d be hord, ongu/ar, high/y weather -resistant and Well graded. 7. Construct the apron on zero grade with no overfall at the end. Make the top of the rip�ap at the doWnstreom end /eve/ With the receiving area or sllghtly beloW it. 8. Ensure that the apron is proper/y aliqned With the receiving stream and preferab/y straight throughout Its /ength. lf o curve is needed to fIt slte conditions, p/ace it In the upper section of the apron. 9. lmmediate/y after constructlon, stabilize all dlsturbed areas with vegetatlon. MA/NTENQNCE lnspect rlprap outlet structures ofter heaVy ralns to see If ony eroslon oround or below the rlprop has taken p/ace or if stones hove been dIslodged. lmmediate/y make all needed repairs to prevent further damoge. � � ; 0 � Q � v w � Q � 0 � 0 N 0 � N a� � r � � � � a� -� � c 0 � 'c 0 � � � a� � � � O � � � c 0 � v � i 0 0 � 0 � 0 �, 0 � 0 � � Q � � TEMPORARY STREAM CROSSING (6.70) PROPOSED 12" WOOD BRIDGEMAT SOLID DECK AND 10" SIDE BOARDS FOR STREAM CROSSING COARSE AGGREGATE 6" DEEP (TYPICAL) 0 :/4 su��fl��r�a EXi57�hiG S�fAL.� EXkSikNG S�1$�RR�E A T�RNAT� TE�iP�R�R� S�R A� CR�SSfh�� R�I]�E�� uo�r ro s�a�E CONST RUCl /ON SPEC/F/CAT /ONS ld Keep clearing and excavation of the stream banks and bed and approach sections to a minlmumd - 2a Di vert all surf ace water f rom the constructi on si te onto und i sturbed areas ad � oi ni ng the streame 3e Keep stream crossing at rlght angles to the stream flowa 4e A/1gn road approaches with the center l/ne of the crossing for o minlmum distance of 30 feete Raise brldge abutments and culvert f i lls o mi n1 mum of l f oot above the ad � oi n1 ng approach sectl ons to prevent erosl on f rom surf ace runof f and to ollow f lood f/ows to poss around the structureo 5d Stabi lize al/ di stu�bed areas sub� ect to f lowi ng water9 i ncludi ng planned ove�f /ow a�eas, wi th ri p�ap or other sui tab/e means i f deslgn ve/oclty exceeds the allowab/e for the 1n-p/ace soile 6d Ensure that bypass channe/s necessary to dewater the crossing site are stable before dlverting the streame Upon completion of the crossing, fill9 compactq and stabillze the bypass channe/ approprlate/ye 7e Remove temporary stream crossinqs Immediately when they are no longer neededa Restore the stream channel to its oriqinal cross -sectlon, and smooth and approprlately stabilize al/ disturbed arease 8e Any In-stream contro/ measures must be removed upon stabilization of the areae MA�NTENANCE lnspect temporary stream crossi ngs af ter runof f-produci ng rai ns to check f or blockage i n channel9 erosi on of abutments9 channel scour9 riprap displacement9 or pipinge tilake all repairs immediate/y to prevent further domage to the installationa W 2/ W -111,,, _ii� II II -o p _ III�� II'�_ ii� ��III , I I I I I I- _ � a-� �__ I I I- -I I I, � �I I I—� � 0�� _, i I—I I I, � STONE SIZE PER DESIGN � - -1II� i -I �� O� =1IIIIli��Il� 1 g'�— I' — I � I I- 6, -- — FILTER FABRIC OR RAVEL BEDDIN G G PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY BULLDOZER) CONST RUCT lON SPECIFICAT IONS W II � �iil��Illii�lll��illl �i�-o _III III- � � 2" DIAMETER OF PIPE OR 12" WHICHEVER IS GREATER FILTER FABRI CAPACITY OF PIPE CULVERTS= BANK FULL FLOW COARSE AGGREGATE RIPRAP CHANNELS (6.31) - ii i - � L� ' ��' � 1 �� — -� � I I I STONE SIZE PER DESIGN I I�� I FILTER FABRIC OR ,' -I; il l l 6 GRAVEL BEDDING V-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY MOTOR GRADER) lo Clear the foundatlon area of trees9 stumps9 roots9 /oose rock9 and other ob�ectlonable materia/o 2o Excavate the cross section to the lines and grades of the foundation of the liner as shown on the p/anso Bring over-excavated oreas to grade by i ncreasi ng the thi ckness of the lI ner or by backf I lli ng wI th moi st soi l compacted to the densi ty of the surrounding materiale 3e Rock riprap llningse Practice 6e15, Riprape 4e P/oce fi/ters9 beddings, ond foundotion drains to //ne ond grade in the monner specifieda P/ace fl/ter and bedding materia/s i mmed i ately af ter slope preparatl ona For synthetic f i lter f abri cs, overlap the downstream edge by at least /2 I nches wi th the upstream edqe which is burled a mIn/mum /2 Inches In a trench, See flgure 6e/4a9 page 6o/4e6e Space anchor pins every 3 feet a/ong the over/ape Spread granu/ar materials in a uniform /ayero When more than one gradation is required, spread the /ayers so there is minima/ mixingo Filter materlal shou/d consist of at least 3 inches of materia/ on all sides of the droin pipeo The drain pi pe condui t should be a mi ni mum of 4 i nches i n di ametere Acceptable materi a/s i nclude perf orated9 conti nuous, closed -� oi nt cond ui ts of c/ay, concrete9 metal, plasti c, or other sui table materi ol (Practi ce 6e8/, Subsurf ace Drai n)e h� � �z� �i �•' COARSE AGG ELEVATION I' I' I' I' fFLOW' I' I' I' I'I I�I�I�I�I�I�I�I�I�I�I�I�I .�.� �.� �.�.� �.�.�.�.�. EARTH FILL COVERED BY LARGE ANGULAR ROCK EARTH FILL COVERED BY LARGE ANGULAR ROCK � I� /. � � /. I � � /. � � /. � � N. � � /. � � /. � I� /. � � I/. � � /. � � /. � � /. � � /. � '- 25' MIN. TOP OF BANK-�' TYPICAL RIP RAP CHANNEL I�� =11111 IIII� �W---� �1=11 II�I�� II� _ �o��o ��I�III�� I— I I—I�—I I I-I I I-1I I—I I I—I I I- �FILTER FABRIC OR GRAVEL BEDDING TRAPEZOIDAL I' I' I' I' I' I' I' I' I' I' I' I' I .I.I.I.I.I.I.I.I.I.I.I. I STREAM CHANNEL � �I�I�I�I�I�I�I�I�I�I�I�I PLAN � ��3?'�3 25' MIN. - TOP OF BANK TABLE STONE CLASSIFICATION RIP RAP DEPTH A 9" B 18" CLASS 1 24" CLASS 2 24"-36" NorE: I.TO BE USED VVHERE EXCESSIVE STORMWATER VELOCITIES PROH/BlT VEGETAl/�E L/N�NGS. 2. S/ZE OF STONE MUST BE DETERM�NED BY APPROPR/ATE DES/GN PROCEDURE. 3. DIMENSIONS FOR D& VV VARIES ACCOR�ING TO DESIGN. 4.R/P RAP DEPTH AS PER DES/GN OR REFER TO TABLE. 5e Perform all channe/ construction to keep eroslon and water pollutlon to a minlmum, lmmediate/y upon comp/etlon of the channel, vegetate al/ dlsturbed areos or otherwlse protect them ogalnst soil eroslone Vyhere channel constructlon w1/l take /onger than 30 doys, stablllze chonnels by reacheso MAINTENANCE lnspect channels at regu/or 1 ntervols as well as af ter mo� or roi ns, ond make repoi rs promptlye Gi ve speci al attentl on to the out/et and i n/et sectl ons and other poi nts where concentrated f/ow enterse Caref u//y check stabi /I ty at road crossi ngs9 and look f or 1 nd i cati ons of pi pi ng, scour holes9 or bank f ai lureso Make repai rs I mmedi atelyo Mai ntai n all vegetat/on ad � acent to the channel in a healthy, vigorous condition to protect the area from erosion and scour during out-of -bank floW� c a � ; � O a� Q v t � Q O O O N O � � � �C � -� -� � 0 � O � � � � � � � �, 0 3 � L � � c � � .� v � I 0 O N O �, 0 � 0 � i Q � � ;., . . .:�:��•� � � � � � - : ::�;.-;.-:; . � �`��':��'� :�� ' � �' . .,. �.��.. �� . . •.��.��.��o�.-� . . , . ' : � ' � '-:�,: ;=,':��`' ' .�,.��.� . . , . � . , , � . .,. .��. . . � • � � .� �, � � . . .I� . , . � - � � � � � � �' � ' !. �`A �� ' � ,.�. s'�. "� � :� 1 C' � �' 1 � ��- �� . ., SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE. 2��X2��X3�4«_� RUBBER �a BLOCK (TYP) � �� p .� c : � :� L � �� .� \t� < � .� / � � '< .. � ISOMETRIC VIEW INLET TUBES "SILT SOCK" N�1F_;USE INLEI�� T�UB_FS AS NEEDED TO PREVENT SILT AND DEBRIS FRC�M ENTERING INLETS DURING CONSTRUCTIONo I lU Lll JHI�/A IIVLLI PROT ECT ION (SEE DETAIU 1/4" BRIGHTLY - COLORED NYLON ROPE EXPANSION RESTRAINT ENT TUBE !T FENCE -EDEDJ GUT l ER 'EIG'F1TED S EDIMENT TUtsE Inle� Tubes P�laterials Use inlet tubes that eXhibit the following properties: Produced by a Manufacturer experienced In sediment tube manufacturing. Composed of compacted geotexfiles, curled eXcelsior wood, natural coconut fibers or hardwood mulch or a mix of these materials enclosed by a flexible netting material. Do not use straw, straw fiber, straw bales, pine needles or leaf mulch under this specification. Utilize an outer netting that consists of seamless, high—densi`ty polyethylene photodegraaable materials treated with ultraviolet stabilizers or a seamless, high—density polyethylene non—degradable m�terials. InStallatlCn: Install inlet tubes lying llat on �he ground, with no gaps betwee� the underlying surface and the inlet tube. Ir�spection and Maintenance: Inlet tubes may be temporarily moved Curing construction as r��ce�cd. Replace inlet tubes damaged during Installation as directed by the Irspector or Manufacturer's Representative �t t�e contractor's expense. Ei E�ATION VI� W PROFI�E VIEW OF INSTA��ED FI�TE� S,ACK � � 3 4 ;; 7 FILTER SACK INLET PROTECTION EMPTY FI�TER SACK WHEN BRIGHT�Y CO�ORED EXPANSION RESTRAINT CAN NO �ONGER BF SEEN. GEOTEXTI�E WI�L BE A WOVEN PO�YPROPY�ENE �ABRIC THAT MEETS Of� EXCEEDS RE�UIREMENTS IN THF SPECIFICA I IONS TAB�E_ AN 01� ADSORBENT PAD OR PI��OW CAN BE �'URCHASED WHEN 01� SPI�LS ARE ,� CONCERN. INSPECT PER REGULATORY REQUIREMEN�TS. THE WIDTH, "W", OF THE FILTER SACK WI�L MATCH THE INSIDE WIDTH OF THE GRATED IN�ET BOX. THE DEPTH, "D", �JF THE FILIER SACK W1�� BE BETWEEN 18 INCHES AND 36 INCHES. THE �ENGTH, "C', 0� THE �I�TER SACK WIL� MATCH THE INSIDE �ENGTH OF THE GRATED IN' ET BOX. LOy� TO MODERATE FLOy� GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST ETHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 120 LBS (�ULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS W RESISTANCE ASTM D-4355 80 % APPARENT OPEN�NG SIZE ASTM D-4751 40 US SIEVE FLO�y RATE ASTM D-4491 40 GAL/I�IN/SQ FT PERMITTIyITY ASTM D-4491 0.55 SEC -1 ODERATE TO HIGH FLOy� GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST ETHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 q PUNCTURE ASTM D-4833 135 LBS I�ULLEN BURST AST�I D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 � APPARENT OPEN�NG SIZE ASTM D-4751 20 US SIEVE FLO� RATE ASTM D-4491 200 GAL/IvIIN/SQ FT PERMITTIyITY ASTM D-4491 1,5 SEC -1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51) CONSTRUCT/ON SPEC/FICAT/0/yS l. As synth�etic fob�ic, use o preyious sheet of nylon, po/yester, or ethy/ene yarn - extra strength (50 /b/l inch minimumJ - t/a�t contoins u/troyio/et roy inhibitors ond stobilizers. Fabric shou/d be sufflclent/y porous to proylde odequote drolnoge of tl� temporory sedlment pool. Burlop moy be used for shnrt-term opplicotions. lt must be rep/aced every 60 days. 2. Cut fabric from a continuous roll to eliminate joints. 3. For stakes, use 5-foot stee/ posts. 4. Spoce stokes eVenly o�ound the perlmeter of the Inlet o moxlmum of 4 ft opo�t.ond secu�e/y drive them into the qround,opp�oximate/y 24 inches deep. 5. P/ace o 2 foot f/op of Wire mesh under the qrove/ for anchnring. 6. Fosten fob�ic secu�e/y to th�e stokes ond f�ome. Jolnts must be oveNopped to the next stoke. 7. The top of the f�ome ond fob�lc must be We// be/o�.y the ground e/eyot7on doWns/ope f�om the drop in/et to keep runoff from bypassinq the in/et. lt moy be necessary to build o temporary dlke on th� doWn s/ope side of tiae structure to p�event byposs f/oW. Moteriol from wlthln th� sediment poo/ may be used for diking. MaNTEIyA�/CE lnspectthe fob�ic bor�Ier ofter eoch �ain ond moke �epol�s os needed. RemoVe sedlment from t/ae pool oreo os necessory to proVlde adequote storoge volume for t/�e next roin. Toke care not to damoqe o� undercut th� fob�ic during sed7ment �emoyol. METAL POST HARD►HARE 2, 3- W/RE •57 STONE 2 � � /6" �e � � 2' 2' b6 ��,� �v / � `� 4a �Oo � ��41�9�c.b�•aooCb O� -�_ �- C] ST,4�/�ARD/ZED METAL POSTS 2'-0" �N GROUA/D 0 GALVAN�ZED HARDyyARE y�IRE EXTENDS TO TOP OF BOX ��',:�'�'� •_ � �� 7 � • :, •':�•_. _ 0 —� "57 y�ASHED STOA/E PL�D TO A HEIGHT OF l2"-l8" lN• ABOVE TOP OF BOX ' �' N `HJI��`d�l SJIb'MHJIH �0 NOISI�Id NOIlbl�OdSNb'�Il �0 ' 1d�0 dNI�O�Id� Hl�ION �0 �1d1S �� o� J � LL _ � m w z 0 � � J 0 � � z 0 U � z w � H 0 w � b 3dAl �1�3H� l� IS �I�0�1 AabbOdW31 �10� JNIMb'�Id d�IdaN`d1S HSI�JN� � z W � W � z w O u� H CA �C J � � W �— z z o � � U Cn z • ti o w � H z cn oL • � r � a� cn z W J � 0v Q O � � � � � � Q U • J = O • U � Z _I w n w � W fA Cn I— O = O = O z � c� Q� ��o � �o ;0° Oo� °� � ��d�o Oo Oo 0o Oo Oo Oo Oo a°� o ��a°��o ��o 0 ��o ��o >o�ap oa� a o 0 0 0�0�0� Oo0o0o00 00 00 00 00 o0o0oC o �o �o 0 0 0 0 0 0 0(j� 0(�%0 o"o"o� peQe4eDeQaQe deQa�n� a°° °°�°a°°a°°�° �°�°�° > o 0 0 0 0 0 0 0 0 0 �0 �0 O� �� 0 �0 �� a° a° �o � �o �o � 00 00 0 0 00 00 o Do 0 0 �o � � o� Q� STATE 4F " - ' ` N4RTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. Z J � w z 0 � � � Q � � H U � � � � N T 00 0 �� Z �o H � �� T z H � N u _ m m O H � U /W/'� V / o °o �oa� a 00 � J Q z ao ao z= o0o Z �� °p oL � �0 � f M ° oo W N o0 00 � 0 a° % z H � T ENGLISH STANDARD DRAWING FOR TEMPORARY ROCK SILT CHECK TYPE A r � O o ■ r M w �w = T � T r� � � 0 rM �M w �p w = T WITH LI N ER NO GRAVEL APPROACH , ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER 10'-0" M I N . A O O O O SANDBAGS TYP.) O O OR STAPLE z 10 MIL � 1:1 PLASTIC SANDBAGS (TYP.) o O SIDE SLOPE LINING OR STAPLES � o (TYP. ) O 0 M O� � 0 c /% �, i, t. � O z jX � �, �. .. , � \ � � °� � ```/�� N �. . ., . . ,.i.�i A CLEARLY MARKED SIGNAGE SECTION A-A CONCRETE NOTING DEVICE (18"X24" MIN.) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE HIGH 10'-0" MIN. COHESIVE & 6 OR STAPLES�TYP.) LOW FILTRATION SOIL BERM 10 MIL HIGH O � 0 0 COHESIVE & � PLASTIC LINING LOW FILTRATION 1:1 SIDE SLOPE SOIL BERM z O O _ (TYP.) � 0 O o N /��%�% - X ��j��%j� O \��\j�\j \j� � z X Q /�\ �\j�\j�\ �\\ � o O O �� %�� "c� � °� � �� : �.,��,��i., i�i�i�i�i�i i i i i i i�i�'�j' �i i �`�`i �� .� .� .� /\/\/\/\/\.�\/�\. /\/\/\.�\.�\/\/\.� .�\/\.�\.�\.�\.�\.�\.�\.�\/\/\.�\.�\.� ' � �� s�� SECTION B-B 2_� B SANDBAGS TYP.) NOTES: OR STAPLE 1. ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PRELIMINARY DESIGN NOT FOR CONSTRUCTION '�'N `HJI3�d� SJl`dMHJIH �0 NOISI�Id NOIl`dl�OdSN`d�l �0 ' ld3a b'N I � 0�1`d� Hl�ON �0 �l`d1S �� < C � < C C NISdB JNI��IlS �dI�3dS �10� JNIM`d�ld a�l`daNb'1S HSI�JN� STATE OF ' ' ' ` NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. J ) � � . w H I-- X W H O C3 z 0 H � � � J H L.L w O Z W � � W H . m Y Z � z z o � W ' z w z w °o cn � _ _ � ��zF-o 0 W� i-Wi W C3 cWr� �°C--w�>Q � � J LL W � O � z C� W I- W � ~ Q O Z O -� � I- W Cn � � � � � I� � W V � Q � w°°woz . N � OC �C H O H Q H a. C/� Z J � � W m H � Q � Q � � � w H z � ' U� J w � ~ W J J � J , z w Q H� � z� � � X c!� F-- Cn � p w F- Cn I- W � O � � w � Q �C � C� Q H z Z I.�- � �U Q O Cn ENGLISH STANDARD DRAWING FOR SPECIAL STILLING BASIN T � ,� O o. T O w M w co = T � W J Q U � O � O z � O o . 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J J � 15 Mga CA2 BE MULCHED (TYP.) = w w U � Z _' _ - I M M O N PARKWAY _ R Q � = L SR 3127 (MCC ) U-. -s � o �«_�__ _ ��-� _�ae--�---- -__ � ._ — - z � s ~ J G , - ~ .� ;t;��i i�i�iO��,�'� e - — — — -— 012108004—PHASE 2 — _ _ — —— —- — — � ��e 04-04-2016 100% PLANS GRAPHIC SCALE IN FEET 0 10 20 40 �� 0_ - m_ ��_ �''ti L1 ��__@ _o �- DocuSign Envelope ID: 49252142-9BC3-4DD6-ABOF-083FBC7D253D �—. �_� o`-- _ � -- � � � _ g�„=-- _ —' ��.o. � _, _ ___—.— _�=-- -- W AYl P ARK _ ON R�MM PRU OKA 3 MCG ��0-�-m�e_�� -3� z7 � �_ SR � ALL LANDSCAPE BEDS TO BE MULCHED (TYP.) �� B&B LIR GIA 52 -- 1 gal �rr7'-��°'�'i _______ -- _- CENTERLINE OF -L- SR-3127 (MCCRIMMON PARKWAY) CYN DAC 7,041 sf sod PAN SHA 15 1 gal ILE DW3 21 — 3 gal -- - - --- - 21 ILE GLA _.� �-- -----� �� `� � ALL LANDSCAPE BEDS TO - - 3 gal BE MULCHED (TYP.) � - �- `� �1� �'— � � �'Y 15 M U H CA2 1 gal ALL LANDSCAPE BEDS TO BE MULCHED (TYP.) . : . . : : ..•:. . . : .,• .. . _ � �" �� ` 56 LIR GIA . . . .::. . . � � • :.;�. .. �� . ..... . . . � : 1 gal . : �::'. ..- . .. .. : .. . . , . . - 3 PRU OKA ; :,: .:.: :• , ..... .. . . 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ShRUBS QTY BOTANICAL NAME COMMON NAME SIZE WIDTN hEIGhT ILE COR 92 Ilex cornuta Chinese holly 5 gal 24" 24" ILE DW3 357 Ilex vomitoria 'Schilling5 Dwarf' Dwarf Schilling5 holly 3 gal I 8" 18" ILE GLA 357 Ilex glabra Inkberry Nolly 3 gal I 8" I 8" MUN CA2 760 Muhlenbergia capillari5 Pink Muhly I gal 24" 24" PAN 5hA 457 Panicum virgatum ' Shenendoah' Burgundy Switch Grass I gal 24" 24" PEN NAM I 67 Pennisetum alopecuroides � hameln' Hameln Dwarf Fountain Grass I gal I 8" I 8" GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT WIDTf-1 f1EIGi1T CYN DAC 68,909 sf � Cynodon dactylon Bermuda Grass sod hEM AZT 472 hemerocallis x'Aztec Gold' Dwarf Evergreen Day Lily I gal LIR GIA 2,755 Liriope muscari ' Evergreen Giant' Evergreen Giant Border Grass I gal �Quantity of Cynodon dactylon (Bermuda Grass) converted to sc�uare yards: 7,656.56 sc�uare yards GROUNDCOVER (REFER TO LANDSCAPE PLAN) FINISH GRADE i �� .� PREPARED PLANT BED 8" MIN. OEPTH GROUNDCOVER PLANTING N.T.S. I SPACING VARIES SEE PLANT LIST MULCH (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) IF SHRUB IS B& B, THEN REMOVE BURLAP & ROPE -ROM TOP 1/3 OF BALL 3ACKFILL MIX JNDISTURBED SUBSOIL SHRUB PLANTING N.T.S. MULCH (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) l / SUBGRADE TYP. STAGGERED ROWS `--EDGE OF EQUAL SPACING PLANTING BETWEEN ALL PLANTS BED TYPICAL PLANTING BED PLAN TYP. PLANTING BED PLAN N.T.S. UP TO MAX. 12" @ CENTER OF BED FINAL GRADE 2"/FT EXISTING GRADE TYP. BED MOUNDING N.T.S. TYPICAL PLANTING DETAILS SCALE: NTS REMOVE ANY BROKEN OR DEAD AND DISEASED LIMBS NOTES: , 1. OMIT COLLAR AROUND EACH SHRUB TYP. COLLAR WHEN IRRIGATION SYSTEM IS PRESENT. Mw. z•� HT. ' 2. INSTALL TOP OF PLANT BALL 2" ABOVE MULCH ADJACENT GRADE. ( seE �nNosCnPE NOTes FOR TYPE OF MULCH ) 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL. 6" - 4. SOAK EACH PLANT BALL AND PIT MIN. IMMEDIATELY AFTER INSTALLATION. REMARKS Strong central leader SPACING REMARKS 48" o.c. 30" o.c. 30" o.c. 30" o.c. 36" o.c. 24" o.c. SPACING REMARKS I 8" o.c. 30" o.c. SPACING VARIES SEE LANDSCAPE PLAN r�,� �,,, � �� '+—... -,T^ -L... x "V" TRENCH AROUND � o � ENTIRE PLANTING BED � I�IIII EDGE OF PLANTING BED PLANT MIX TAMP SOIL MIX UNDER EACH PLANT BALL TO CUT ROOTS AS NECESSARY MINIMIZE SETTIEMENT IN CONTAWERIZED PLANTS THAT ARE POT BOUND TYPICAL PLANTING BED DETAIL N.T.S. GENERAL �ANDSCAPE NOTES: ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT SCHEDULE. ALL TREES MUST HAVE A STRAIGHT TRUNK AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. ALL SHADE TREES LOCATED WITHIN VEHICLE SIGHT TRIANGLES SHALL BE BRANCHED MIN. 8' (MEASURED FROM ADJACENT PROJECTED CURB LINE ELEVATION) PER ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCNING — STREET TREES. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AL� QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF CITY OF RALEIGH INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED T0: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF TWO (2) YEAR BEGINNING ON THE DATE OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT SCHEDULE SPECIFICATIONS. STANDARDS SET FORTH IN '�AMERICAN STANDARD FOR NURSERY STOCK'� REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL P�ANTING BEDS ARE TO BE COMPLETELY COVERED WITH DOUBLE SHREDDED HARDWOOD MULCH OR CURRENT TOWN OF MORRISVILLE STANDARD TO A DEPTH OF THREE (3) INCHES. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. ALL ROOT COLLARS SHALL BE EXPOSE, VISIBLE, AND PLANTED AT THE FINISHED GRADE ALL DEAD, BROKEN, OR CIRCLING ROOTS MUST BE CUT CLEANLY BEFORE BACKFILLING, SO THAT ALL ROOTS ARE HEALTHY AND GROWING DIRECTLY INTO THE SURROUNDING BACKFILL. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB—BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR TREES. SEE DETAILS THIS SHEET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG INSPECTIONS OF PLANT MATERIAL. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. GENERAL CONTRACTOR IS TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND TO RAKE ENTIRE SITE. F UNDISTURBED SUBGRADE PLACE ROOTBALL ON SOLID SUBGRADE-NOTLOOSE BACKFILL MATERIAL 3 TIMES WIDTH OF ROOTBALL (6' MIN.) SECTION TREE STRAP ARBOR TIE WHITE WARNING FLAG 8' STEEL TEE POST ROOTBALL EARTHEN SAUCER 3" MULCH LAYER (REF PROJECT SPECIAL PROVISIONS APPROXIMATE LOCATION OF ADJACENT PAVEMENT — EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF ROOTBALL (6' MIN.) FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO THAT THE SIDES ARE NOT SMOOTH OR GLAZED. — BACKFILL WITH SOIL PER SPECIAL PROVISIONS — REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR ROOTBALL STRAPS. REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOTBALL — REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHETIC COVERING FROM ENTIRE ROOTBALL � � � EARTHEN SAUCER ARBOR TIE STEEL TEE POST NOTES: 1) FOR ROOTBALL ELEVATION: -IN SANDY / WELL DRAINED SOIL CONDITIONS: SET TOP SURFACE ELEVATION OF ROOTBALL FLUSH WITH FINAL EXISTING GRADE. -IN HEAVY CLAY / POORLY DRAINED SOIL CONDITIONS: SET TOP SURFACE ELEVATION OF ROOTBALL 1/4 - 1/3 OF ROOTBALL ABOVE FINAL EXISTING GRADE. TYPICAL TREE PLANTING / STAKING DETAIL (FOR 6'-12' TREE HEIGHTS AT PLANTING) SCALE: NTS C Oi � I Z C� � I t � 4 I O O � O N O I N a� � � � � � � a� � � c 0 � � 0 � � � a� 0 r � � 0 3 � ` 0 � c 0 � � .� v � O O � O N O � 0 3 � 0 0 � i � Q � Y c o, � N � Z � � � i r � 4 � O O � O � N � O I N a� � r � � � � a� � � � 0 � � 0 , � � , , � 0 r � � 0 � � 0 � c 0 � � .` v � O 0 � O � N � O i O � � O O � I J Q � i Y T[P N0. SHEET N0. U-5828 SIGN-2 401 QUANTITY REQ'D 12 402 QUANTITY REQ'D 2_ 403 QUANTITY REQ'D 14 404 QUANTITY REQ'D 2_ 405 QUANTITY REQ'D 5_ 406 QUANTITY REQ'D G_ APPROVED: DATE: SEAL SPEED ,,,,,,�,��,,,,,, C AR�� % � \o��oFEss% �,�q; R3-17 R3-17aP W4-7 R3-17bP R6-1R LIMIT R2-� �� /1/,�l ,�� -� „ „ „ „ „ „ „ „ „ „ „ „ - �� SEAL �, - 24 X 18 AH EAD 24 X 8 24 X 30 EN DS 24 X 8 54 X 18 24 X 30 - � _ ;� 029876 �� \ BI KE LAN E — q�: �N� N��,�o��,� � � � ; � e ; , =,, , o, , %,E�S,� ��,��,��, ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST DOCUMENT NOT CONSIDERED FINAL PER SIGN PER SIGN PER SIGN PER SIGN PER SIGN PER SIGN UNLESS ALL SIGNATURES COMPLETED 407 QUANTITY REQ'D 4_ 408 QUANTITY REQ'D 1_ 409 QUANTITY REQ'D 1_ 410 QUANTITY REQ'D 1_ 41 1 QUANTITY REQ'D 1_ 412 QUANTITY REQ'D 1_ 413 QUANTITY REQ'D 4_ Rb-1L RIGHT LANE BEGIN 54�� x�s�� Aviation RIGHT TURN LANE 30wX 30" y AR X 15 36 R1X136 30 3X730 36R X 30 24R X 24 Parkwa - " " M U � I "" "" � „ „ „ „ TURN RIGHT YIELD TO BIKES ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST PER SIGN PER SIGN PER SIGN PER SIGN PER SIGN PER SIGN PER SIGN 501 QUANTITY REQ'D 2_ 502 QUANTITY REQ'D 2_ 503 QUANTITY REQ'D 1_ 504 QUANTITY REQ'D 1_ INTERSTATE M4-5 Ml-1 � � M6-1 L, Mb-3 TO 24" X 12" 24 X 24 21 X 15 21 X 15 ONE "U" POST ONE "U" POST ONE "U" POST ONE "U" POST PER SIGN PER SIGN PER SIGN PER SIGN � ) TYPE '►E►► & ►►F" SIGNS C � � � I Z � � I t � Q I O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � C � � �I' I Z � � I t � Q I O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � r r O N �Q IZ .. �--_ _ � ____.' � �- ' � , � � 0 0 a c� PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. � a � � � z � � � � � a � 0 0 � 0 N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � � .� v � � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � ♦ ♦ ♦ ♦ � � l�OZ �� _ �8 PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. c a � � i � � t Q i O � O N O � N a� � r � � � � .� � � 0 � 'c 0 � � a� � � � �, 0 3 � � � c 0 � � .� v � i 0 0 � 0 N 0 �, 0 � � 0 � � J Q � � LLOZ �yN / �g dyN �.. > � � � W W Z � � O O O O + � Q � I J I 35 PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. � a � � � z � � � � a � 0 0 � 0 N O � N a� � �C � i � N � � C O � C O � N � t � � O � � L O � C O � � .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � <<pZ b�� 8 �� O�jV �. PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. � � � � z � � � a � 0 0 � O N O � � � r � -� a� -� � c 0 � 'c 0 � � a� � � � �, � �` \ O � \ � � � �` v � � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � 0 0 � 0 � � 0 0 0 � o ._ <<pZ �� 8 Obj� 0 � W W z � � 0 0 0 � 0 Q � i J I .� 1 W �.I�i PAY ITEM NOTES: -. rn � z c� � W Z J Z C� Q � 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. 0 0 � 0 N O �, 0 � � 0 0 � � Q � Y `��Z b �� 8 ObH � 0 0 � 0 1 PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. C � � � I Z � � I t � Q I O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � i a� � � � 0 3 � L O � c 0 � �� v � I O O � O N O �, 0 � � 0 0 � i J Q � � 0 � O0 N 0 0 � O �A � W �- � � Q � W �W = a > >G Q v~i m � J I � � -Y8- STA.26+22 PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. ap N + O � N O� tL � FW- r Q � Q Q V Q Z H � N O N W J � J N I 501 502 504 M O � � � 11'f M '� J � M -i- M M r ha- N J I c o, � i � � t Q i 0 0 � O N O � � � r � � � � .� � c 0 � 'c 0 � � � � .� � 0 � � � C � � v � � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � � � �o+N � �W ��o Q Q�aZ � � N -J N W J � J N � 06+5£L'b'1S -l- GRAU 350 � ��- � R•3n � _ �s A/Vc .. _ PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. S � � / � ,�� / �� / � _� �� -� � � � J � _' - I / � �/ / / / � / / � � / / \ � / / ,�) �.� �,/ / �� '�� _/ ,/ � -� / - � `- � � —, � J � � ��, � � � - � � � , ) � � � � ,_ � � _ -- �_. �� / -�- // —�. _ — � � _` %/" - --�-- � -Y7- SOUTHPORT, DRIVE � � J� ,� � r \ — �� N � � o a . ,� �. o � p � . . „� ae o � � � v w � Z D 0 � PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. C a � � I Z � � I t � Q I O O � O N O � N a� � r � � � � a� -� � c 0 � 'c 0 � � a� � � � �, 0 3 � � 0 � c 0 � E .� v � 0 0 � 0 N O �, 0 � � 0 0 � i J Q � � � � < � U � � � z � � 0 0 O O � N Q � � I � I W Z � Z v � � Z F .0 — — — s �� _ -�, _ 'C -n_ -o _ o- _ z � � z � m n O � r- •o• � s JX� — --� -- _-_�_` �d� �� I �� ,oti � s S PAY ITEM NOTES: 1. DISPOSE OF SIGN SYSTEM, "U" CHANNEL. 2. SIGN ERECTION RELOCATE. ; DocuSi n Envelo e ID: DDF446A1-D787-4E84-82FO-3DOFF9BE50D1 - - -- - 9 p - � 0 � � � .� c � a c 0 � � � � a N Q � 0 � � 0 N N N \ � PHASING DIAGRAM PHASING DIAGRAM DETECTION LEGEND �� DETECTED MOVEMENT �- UNDETECTED MOVEMENT (OVERLAP) � - - UNSIGNALIZED MOVEMENT c - - � PEDESTRIAN MOVEMENT TABLE OF OPERATION PHASE SIGNAL � � � � � � � � F FACE 1 1 2 2 3 3 4 4 A 5 6 5 6 7 8 7 8 S H 11 -- -- Y Y -f� -f� -f� -f� -`� 21 R R G G R R R R Y 22 R R G G R R R R Y 31 -f� -f� -f� -f� -- -- Y Y -f� 41, 42 R R R R R R G G R 51 -- Y -- Y -F� -f� -f� -f� -� 61 R G R G R R R R Y 62 R G R G R R R R Y 71 � � � � � Y � Y � 81, 82 R R R R R G R G R P21 , P22 DW DW W W DW DW DW DW DRK P41 , P42 DW DW DW DW DW DW W W RK P 6 1 , P 6 2 D W W D W W D W D W D W D W D R K P81 , P82 DW DW DW DW DW W DW W DRK METAL POLE #5 NCDOT STD:S30L1 SIGNAL FACE I.D. AIl Heads L.E.D. . O -� � 12 � O 12„ O O 11 31 51 71 SR 3015 � _ __ / _____------___ (Airport Boulevard) / d' --=_ =-__ ___ _- _ -------- - -------� P42� _ ___ ____ ==---_-- - -�� - _ - - - - - _ = - _ - = _ = � - - - � - - � � - _ � -� 2B,� - _ - - - - _- �_- - - -- - - - __ _ _ _ _- - --_ - - - - - - � _ � �- _- � � -- ---- -- - - _ _- - � - � --- ___ - - - - -- -- --- --------- --- _ --- - - - -- - _ -- - - -- - -- -� � -__-- -_ .._ - -. _ - - . � � --__-__-__-__- � /- � _ � � � � � -- - - - - �� _-__- `i` , � 45 MPH +1 o GRADE \ \ \\ P4 . METAL POLE #8 NCDOT STD: S35L1 21 41, 42 61 81, 82 22 62 . � , , ��.'��'•f•i'r �\\ O � �� 0�0 � 1 2 �� - --- 1 6„ �; -- -- 81082 P21, P22 P41, P42 P61, P62 P81, P82 \' LOOP & DETECTOR INSTALLATION CHART ASC/3-2070LN2 CONTROLLER w/ TS-2 CABINET INDUCTIVE LOOPS DETECTOR UNITS SIZE DIST. FROM 3 Z NEMA 3 z TIMING DET. LOOP N0. STOPBAR TURNS W� W� (ft) �ft� z w PHASE z W FEATURE TIME TYPE 1 Y- DELAY 15 S 1A 6X40 0 2-4-2 Y- 6 Y- DELAY 3 G 2A 6X6 300 6 Y- 2 Y- - - N 2B 6X6 300 6 Y- 2 Y- - - N 3 Y- DELAY 15 S 3A 6X40 0 2-4-2 Y- g Y - - - S 4A 6X40 0 2-4-2 Y- 4 Y- - - S 4B 6X40 0 2-4-2 Y- 4 Y- DELAY 10 S 5 Y- DELAY 15 S 5A 6X40 0 2-4-2 Y- 2 Y- DELAY 3 G 6A 6X6 300 6 Y- 6 Y- - - N 6B 6X6 300 6 Y- 6 Y- - - N 7 Y- DELAY 15 S 7A 6X40 0 2-4-2 Y- 4 Y - - - S 8A 6X40 0 2-4-2 Y- 8 Y- - - S 8B 6X40 0 2-4-2 Y- 8 Y- DELAY 10 S ** 8C 5X6 0 2-4-2 Y- 8 Y- DELAY 10 S DIAGONAL ** Set sensitivity to appropriate level to detect bicycles METAL POLE #6 NCDOT STD:S30L1 62u �\ �� P8�`�\ 45 MPH 0% GRADE � ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �. � ____ - --- - - --- - --- -- ��_ __ -�; ___---- J-- -�_---- --- 'C _ _ _ - _===- � 6B � �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SR 3015 (Airport Boulevard) � METAL POLE #7 NCDOT STD:S35L1 TIMING CHART ASC/3-2070LN2 CONTROLLER PHASE PJ1 �2 �3 PJ4 �5 (�6 07 PJ8 MINIMUM GREEN * 7 sEc. 1 2 SEC. 7 sEc. 1 2 SEC. 7 sEc. 1 2 SEC. 7 SEC. 7 SEC. VEHICLE EXT. * 2. O SEC. C. O SEC. 2. O SEC. 2. O SEC. 2. O SEC. C, O SEC. 2, O SEC. 2. O SEC. YELLOW CHANGE INT. 3. O SEC. 4. 5 SEC. 3. O SEC. 4. 5 SEC. 3. O SEC. 4. 5 SEC. 3. O SEC. 4. 5 SEC. RED CLEARANCE 3. 3 sEc. 2. 2 sEc. 3. 3 sEc. 1. 9 sEc. 3. 3 sEc. 2. 2 sEc. 3. 3 sEc. 1. 9 sEc. nna�c. �* 2 0 sEc. 9 0 sEc. 2 0 sEc. 3 0 sEc. 2 0 sEc. 9 0 sEc. 2 0 sEc. 2 5 sEc. RECALL POSITION NONE MIN. RECALL NONE NONE NONE MIN. RECALL NONE NONE LOCK DET. OFF ON OFF OFF OFF ON OFF OFF WALK * - SEC. 7 SEC. - SEC. 7 SEC. - SEC. 7 SEC. - SEC. 7 SEC. PED. CLEAR - SEC. 2 C SEC. - SEC. 2 2 SEC. - SEC. 2 C SEC. - SEC. 2 2 SEC. VOLUME DENSITY OFF ON OFF OFF OFF ON OFF OFF ACTUATION B4 ADD * - VEH. � VEH. - VEH. - VEH. - VEH. � VEH. - VEH. - VEH. SEC. PER ACTUATION * - SEC. �, 5 SEC. - SEC. - SEC. - SEC. �, 5 SEC. - SEC. - SEC. MAX. INITIAL * - sEc. 3 q SEC. - SEC. - SEC. - SEC. 3 4 SEC. - SEC. - SEC. TIME 64 REDUCTION * - sEc. � 5 SEC. - SEC. - SEC. - SEC. � 5 SEC. - SEC. - SEC. TIME TO REDUCE * - sEc. q 5 SEC. - SEC. - SEC. - SEC. 4 5 SEC. - SEC. - SEC. MINIMUM GAP - SEC. 3, � SEC. - SEC. - SEC. - SEC. 3, � SEC. - SEC. - SEC. DUAL ENTRY OFF OFF OFF ON OFF OFF OFF ON SIMULTANEOUS GAP ON ON ON ON ON ON ON ON * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all other phases should not be lower than 4 seconds. NC Dept of Transportation Division of Highways Fi�a�. D�awing Date ; lo/lo/zo16 ocu �gne by �9;�►�-�� a��zzanasa-_- ITS & Signals Unit PLANS PREPARED IN THE OFFICE 0=0 Kimley�>>Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 677-2000 NEW INSTALLATION 8 PHASE FULLY ACTUATED (CARY SIGNAL SYSTEM) 1. Refer to "Roadway Standard Drawings NCDOT" dated January 2012, "Standard Specifications for Roads and Structures" dated January 2012, and all applicable sections of the latest version of the generic Project Special Provisions. The PSP can be accessed at the following website: https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx 2. Do not program signal for late night flashing operation unless otherwise directed by the Engineer. 3. Phase 1 and/or phase 5 may be lagged. 4. Phase 3 and/or phase 7 may be lagged. 5. Set all detector units to presence mode. 6. Locate new cabinet so as not to obstruct sight distance of vehicles turning right on red. 7. Omit "WALK" and flashin g "DON'T WALK" with no pedestrian calls. 8. Program pedestrian heads to countdown the flashing "Don't Walk" time only. 9. Maximum times shown in timing chart are for free-run operation only, Coordinated signal system timing values shall supersede these values. 10. Pedestrians pedestals are conceptual and shown for reference only. See sheet P1-P3 for pushbuttons locations details. 11. Paint new bicycle markings (as shown on page 9C.05 of the 2009 edition of the MUTCD) in the center of loop 8C. PROPOSED �> �> � � 0 a O � ❑ N/A � 0 � LEGEND Traffic Signal Head Modified Signal Head Sign Pedestrian Signal Head With Push Button 8� Sign Type I Pushbutton Post Type II Signal Pedestal Metal Strain Pole Inductive Loop Detector Controller 8� Cabinet Junction Box 2-in Underground Conduit R i ght of Way Directional Arrow Street Sign (D3-1) "U-TURN YIELD TO RIGHT TURN" Sign (R10-16) - _ ... _.. . . _ _ _ ... _. _ ... - -....._ _ ...... _ ... _ -. ..._ ... _ ... _.. . . _ _ _ ... _. _ ... - -....._ _ ...... _ ... _ -. ..._ ... _ ... _.. . . EXISTING H N/A � � • ❑ � -� � � �X� ■ DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � a �- � � 0 � � 0 N \ N \ m E D I M 0 D E L M M U 2-16 L E i p PROJECT REFERENCE N0. SHEET N0. UNIT OPTIONS NOTES u-5s28 SIG. 2 MALFUNCTION MANAGEMENT UNIT PROGRAMM I NG DETAI L OPTION SETTING �. To prevent "f I ash—conf I � ct" prob l ems, w � re a I I unused � oad (program card and tables as shozvn) RECURRENT PULSE oN sw i tches to f I ash red . Ver i fy that s i gna I heads f I ash i n S I GNAL H EAD HOOK - U P CHART WALK DISABLE oFF accordance w i th the s i gna I p I ans. LOG CVM FAULTS ON FIELD CHECK ENABLE EXTERN WATCHDOG oFF 2. Make sure a I I f I ash trans-fer re I ays are i n p I ace. PHASE 1 2 3 4 5 6 � 8 PED PED PED PED OLA O�B OLC O�D DUAL IND ENABLE 24V-2=12VDC oFF 0 0 0 0 0 0 0 0 0 o a SIGNAL * * * * P21, P41, P61, P81, i z s 4 5 6 � s 9 im ii iz is ia i5 is PGM CARD MEMORY ON 3. PI'O ram contro I I er t0 StCll't l.J I I`1 hase 2 Wa I k Cll"1C� 6 Wa I k. 11 31 51* 71 —o 0 0�� o 0 0 0� o � o � o RED FAIL ENABLE g p p HEAD NOe 11 21,22 22 31 41,42 51 61,62 62 71 81982 P22 P42 P62 P82 0 0 0 0 0 0 0 o LEDguard ON � o o�� o o� 0 1� o� o � o CHANNEL ENABLE/ FORCE TYPE 16 oFF 4. Set power—up -f I ash t i me to 1 0 seconds and i mp l ement on the 0 0 0 0 0 0 0 o NUMBER DISABLE RED � 2R � 4R � 6R � 8R 3 0 0 0�� o 0 0 1� o� 0 1� 1 DISABLE T Y P E 1 2- S D L C o F F Ma I func t i on Managemen t Un i t. Se t con tro I I er power-up 0 0 0 0 0 o VM 3x/Day Latch ON f � C7Si1 t i me t0 0 seconds . 4 0 0�� o � o � o � o � 2 ENABLE YELLOW � 2Y 4Y � 6Y 8Y 0 0 0 0 0 0 0 0 3 ENABLE 5. Enab l e s i mu I taneous a-out feature for a I I hases. 5-0 0 0 � o 0 0 � 0 15 o P1 4 ENABLE FLASHING YELLOW ARROW g p p GREEN 2G 4G 6G 8G s � a� 1m i� 12 � 14 � s 5 DISABLE CONFIG MODE B 6. Program detectors I C�1 accordance W I til the manufacturer � S 0 0 0 0 0 0 6 ENABLE ENABLE CHANNEL PAIR9 FYA �� instructions to accomplish the detection schemes shown on RED � 8 9 l0 11 12 13 14 15 16 1 3 R 1 4 R 1 5 R 1 6 R -o 0 0 0 0 0 0 7 ENABLE cH i-13 oN the s i gna I des i gn p I ans. ARROW 0 0 0 0 8 ENABLE CH 3-14 ON 8 O� o � o � o � O 9 ENABLE CH 5-15 ON YELLOW 7. Pro gram detector ca I I de I a y and extens i on t i m i n g on the A R R O W 3Y 7Y 13Y 14Y 15Y 16Y � m i� iz �� is 1 P J E NA B L E CH 7-16 ON -� � � � controller, unless otherwise speci-Fied. 0 0 0 11 ENABLE RED/YEL INPUT ENABLE FLASHING lm 11 1� 13 � 15 1� s, 6 5 4 s z � cH 1 oN „ �� YELLOW 13G 14G 15G 16G — o 0 0 12 ENABLE ARROW MINIMUM °°°°°°°° 8. Set all detector card unit channels to presence mode. ii z� a� s 13 ENABLE CH 3 ON GREEN 3G 3G 5G 7G 7G — O O O YELLOW o 0 0 0 0 0 0 0 CHANGE o 0 0 0�� 14 ENABLE 12 3� 5 1� DISABLE a o 0 o P2 15 ENABLE cH � oN 9• P r o g r a m p h a s e s 2 a n d 6 f o r v o I u m e d e n s i t y o p e r a t i o n. ARROW 1 0 0 16 15 14 13 12 11 10 9 is 4 15 6 MINIMUM FLASH rtME o 0 0 0 16 ENABLE FLASH RATE FAULT ON �� 1 0. Program phases 4 and 8-For dua I entry. 9R 1�R 11R 12R — o � 0 8° z° � � FYA TRAP DETECT ON � ^ 24 V LATCH ENABLE J I 14 �5 1 1 CVM LATCH ENABLE� 1 1. T h e c a b i n e t a n d c o n t r o I I e r a r e a p a r t o- F t h e C a r y � 9G 1�G 11G 12G ✓ � 15 0 o S i gna I System. MMU PROGRAMMING NOTE NU = Not Used ENSURE YELLOW CHANGE PLUS RED CLEARANCE MONITORING M M U P R 0 G R A M M I N G C A R D IS ENABLED FOR ALL CHANNELSe � Denotes install load resistoro See Load Resistor Installation Detail on sheet 30 DETECTOR RACK SET - UP DETAI L * See p i ctor i a l of head w1 r 1 ng deta � � th � s sheet. INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. PARTICULAR DETECTOR CHANNELS WILL CALL PHASES INDICATED. CH1 CH1 CH1 CH1 CH1 CH1 CH1 EQU I PMENT I N FORMAT I ON FYA S IGNAL WI R I NG DETAI L L 3 L 1 L 7 L 5 S L 9 L 1 5 L 1 3 S S S C 0 N T R 0 � L E R .............. 2 0 7 0 L N 2 (wire signal heads as shown) � 2 � 1 � 4 � 3 � � 5 � 7 � 6 � L � CAB I NET . . . . . . . . . . . . . . . . TS-2 NC-8 0 0 0 0 SOFTWARE ...............ECONOLITE ASC/3-2070 R�CK � T � T T T CAB I NET MOUNT. . . . . . . . . . . BASE OLA RED (13R) � OLC RED (15R) � #1 BIU cH2 cH2 cH2 cH2 E cH2 cH2 cH2 E E E LOADBAY POS I T I ONS. ...... 1 6 M M M M L OAD S W I TC H E S U S E D...... 1, 2. 3� 4, 5, 6, 7, 8. 9. 1 0. 1 1, 1 2. 1 3� 1 4, 1 5, 1 6 o�A YELLOW (13Y) o�c YELLOW (15Y) L4 L2 L8 �6 P L10 L16 L14 P P P PHASES USED .............1,2.2 PED.3.4,4 PED,5,6,6 PED,7,8.8 PED � �2 �6 �4 9�8 T �2 �4 �6 T T T � � Y Y Y Y �L B . . . . . . . . . . . . . . . . . . . . . � OLA GREEN (13G) � OLC GREEN (15G) � � � OLC .....................� �1 GREEN (1G) � PJ5 GREEN (5G) � CH1 CH1 OLD . . . . . . . . . . . . . . . . . . . . .� L19 L17 S S S S S S S S L � See overlap programming detail on sheet 2 11 51 � g � � � L L L � � �8 0 0 0 0 0 0 0 0 � R�CK T T T T T T T T T # B I U OLB RED (14R) � OLD RED (16R) � 2 CH2 cH2 E E E E E E E E E �OTE L20 L18 M M M M M M M M M P P P P P P P P P BE SURE TO PROGRRM DETECTOR LOAD SWITCH o�B YELLOW (14Y) � OLD YELLOW (16Y) � NOT � g T T T T T T T T Y TYPES AND TIMERS (EXTEND ASSIGNMENT DETAI L F F USED Y Y Y Y Y Y Y Y AND DELAY) AS SHOWN ON THE OLB GREEN (14G) � OLD GREEN (16G) � S I G N A � P L A N S a (program controller according to schedule in chart below) �3 GREEN (3G) � �7 GREEN (7G) � PROGRAM CONTROLLER DETECTORS PROGRAM CONTROLLER DETECTORS LOAD SWITCH FUNCTION WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE NUMBER 31 71 ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW IN THE CHART BELOW IN THE CHART BELOW 1 S�1 CONTROLLER TIMING CONTROLLER TIMING 2 S� 2 LOOP N0. LOOP PANEL DETECTOR N0. FUNCTION LOOP N0. LOOP PANEL DETECTOR N0. FUNCTION TERMINALS FEATURE TIME(SEC) TERMINALS FEATURE TIME(SEC) 3 9� 3 ADD JUMPERS FROMe L 1 A, L 1 B 1 � 1 DEL AY 1 5 8 A L 1 7 A, L 1 7 B 1 7 9� 8 4 S� 4 L1A TO L2A, AND � A NC De t of Trans ortation �1B To �2B L2A, L2B � 2 � 6 DELAY 3 8B �1 8A, �1 8B 1 8 S� 8 DELAY 1 0 5 S� 5 p p THIS ELECTRICAL DETAIL. IS FOR 2A L3A,�3B � 3 S� 2 8C �19A,�19B 19 � 8 DELAY 10 D].V].S].Of1 of Highways 2B L4A, L4B � 4 � 2 NU L20A, L20B 20 6 � 6 g ate: THE SIGNAL DESIGNo PJ5-2PJ33 Final Drawin D lo/lo/zo16 oo��s�9�edbY: DESIGNEDe APRIL 2(�16 ADD JUMPERS FROMa L5A, L5B 5 � 3 DELAY 1 5 NU L21 A, L21 B 21 A�� r-� L5A TO L6A, AND 3A 8 � 8 Y!�'u'1 '� SEALEDe 9/22/2(�16 L5B To L6B L6A, L6B 6 � 8 NU L22A, L22B 22 9 9� 2 PED ignals Unit REVISEDe 4A L7A, L7B 7 S� 4 NU L23A, L23B 23 10 9� 4 PED 4B L8A, L8B 8 � 4 DELAY 1 0 NU L24A, L24B 24 11 9� 6 PED M Mo L9A,L9B 9 �S5 DELAY 15 NU L25A,L25B 25 12 � 8 PED E 1 e c t r i c a 1 D e t a i 1- S h e e t 1 o f 3 DOCUMENT NOT CONSIDERED FINAL L9A TO L1PJA, AND 5 A UNLESS ALL SIGNATURES COMPLETED �9B To L1PJB L1 OA, L1 OB � 1 0 � 2 DELAY 3 NU L26A, L26B 26 13 OLA �L��,�� ,�z�� SEAL L11A,L11B 11 NU L27A,L27B 27 14 o�B ��I�� SR 3015 (Airport Boulevard) ��............ NU L1 2A, L1 2B 1 2 NU L28A, L28B 28 15 OLC Prepared For: at :.�o��H,�AR�(��•., 6A L13A,L13B � 13 � 6 NU L29A, L29B 29 16 OLD and S4fr ;�•.••FEssioN••.•q �;. �ee��aoG��wss� SR 3127 (McCrimmon Parkway) :�QQ° 9�. 6B L 1 4A, L 1 4B � 1 4 �6 6 N� L30A, L30B 30 fi� �° � w a� � � SEAL ADD JUMPERS FROMe �1 5A, �1 5B 1 5 p� 7 DELAY 1 5 N�1 �31 A, �31 B 31 d� � Q Division 5 Wake County Morrisville 032607 L15A TO L16A, AND 7A PLANS PREPARED IN THE OFFICE OFo �, o ��. . '•, � • � � P�AN oATE: APRIL 2016 REviEwEo av: SL PHILLIPS �. ' F �' :' L15B TO L16B L1 6A, L1 6B 1 6 � 4 NU L32A, L32B 32 m � a . f�'••NGINEE.••'� �. KI111 ��HO�� '•��,� �.o'� PREPARED BY: SP PENNINGTON REVIEWED BY: ��'•.��4�`� �� Q•'� � I � Detector Type � �� `�Qna ement C'�~ DocuSigri2d ��L°��r�'' 9 Zz Z016 _ NC License #F-0102 4l �� 4ap`� S�' REVISIONS INIT. DATE ""'� � � � � D e t e c t or T e— N 421 Fayetteville Street, suite 60o g �� ___-__-_-___ nrn�nsaE�60.Ra.37 y P Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 27529 DATE (919) 677-L000 SIG. INVENTORY N0. 05 - 2033 ; DocuSi n Envelo e ID: DDF446A1-D787-4E84-82FO-3DOFF9BE50D1 — — -- — 9 p - c � � N N c9 O N M � O N I � O � � C � .� N � � C � � v N � � 0 C � N � C O � � � � L � T � 3 � � � n c 0 � � .� U U � v 0 0 � 0 N � T � 3 � � O � � Y C O � � C .� C N a c 0 � � � � a � Q m 0 m � 0 N N N \ � ; DocuSi n Envelo e ID: DDF446A1-D787-4E84-82FO-3DOFF9BE50D1 — — -- — 9 p - c � � �i � c9 O N M � O N I � O V � C � .� N � � C � � v N � � 0 C � N � C O � � � � L � T � 3 � � � n c 0 � � .� U U � v 0 0 � 0 N � T � 3 � � O � � Y C O � � C .� C N a c 0 � � � � a cD Q � O Q� � O N N N \ � ; DocuSi n Envelo e ID: DDF446A1-D787-4E84-82FO-3DOFF9BE50D1 — — -- — 9 p - C 0 � � c C C N a � 0 � � � � 0 � N N \ � 0 : PHASING DIAGRAM %: PHASING DIAGRAM DETECTION LEGEND �� DETECTED MOVEMENT �— UNDETECTED MOVEMENT (OVERLAP) � — — UNSIGNALIZED MOVEMENT c — — � PEDESTRIAN MOVEMENT TABLE OF OPERATION PHASE SIGNAL � � L FACE + 2 g S 6 6 H 11 -- Y -f� 21, 22 R G R Y 61, 62 G G R Y 81, 82 R R G R SIGNAL FACE I.D. AIl Heads L.E.D. STA: 129+74 -L- � OFF: 89' RT. � � / / � / — — — — — — — — — — — — — — — — — — — — — — � / � � _ _ _ _ I SR 1002 —I (Aviation Parkway) � � O . 12�� G 21, 22 61, 62 81, 82 ►�� ►��►�� ►��►��r�� ►��►�� . . � LOOP & DETECTOR INSTALLATION CHART ASC/3-2070LN2 CONTROLLER w/ TS-2 CABINET INDUCTIVE LOOPS DETECTOR UNITS SIZE DIST. FROM 3? NEMA 3 z TIMING DET. LOOP N0. STOPBAR TURNS W� W� (ft) �ft� z w PHASE z W FEATURE TIME (sec) TYPE 1A 6X40 0 2-4-2 X- 1 X- DELAY 15 S 6 X- D E L AY 3 G 2A 6X6 300 6 X- 2 X- - - N 6A 6X6 300 6 X- 6 X- - - N 8A 6X40 0 2-4-2 X- 8 X- - - S � � — STA; 129+60 -L- � OFF: 78' LT. � �\—__________-----------_.._-- 45 MPH -2 o Grade � `- � � 7 �� — � � 16A _ 3 Phase Fully Actuated (Cary Signal System) NOTES 1. Refer to "Roadway Standard Drawings NCDOT" dated January 2012, "Standard Specifications for Roads and Structures" dated January 2012, and all applicable sections of the latest version of the generic Project Special Provisions, The PSP can be accessed at the following website: https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx 2. Do not program signal for late night flashing operation unless otherwise directed by the Engineer, 3. Phase 1 may be lagged. 4. Set all detector units to presence mode. 5. Pavement markings are existing, 6. Locate new cabinet so as not to obstruct sight distance of vehicles turning right on red. 7. Maximum times shown in timing chart are for free-run operation only. Coordinated signal system timing values shall supersede these values. 8. Cary signal system data: Fiber channel #; 17, �61 1A � — _ _ -- -�11 = — — _ ----=— - — _ _ _ 2A � �—, ----- ---� - - - - - - - - - - -_- -_ -_ _ -_ - --- - �- ---_------ — — � — _ _ _ --- -------------- ,, �� +2 o Grade 45 MPH �,, �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� , � 0� _ � \ \ A� ��_ � \\ � 0\ \\ u ^�I�, � II I � o�lll �� II I � � � II I l �" °I�I TIMING CHART I III ASC/3-2070LN2 CONTROLLER I III PHASE P�1 �2 PJ6 PJ8 I III �� MINIMUM GREEN * 7 sEc. 1 2 sEc. 12 SEC. 7 SEC. VEHICLE EXT. * 2. � SEC. C. O SEC. C. O SEC. 2. � SEC. YELLOW CHANGE INT. 3. O SEC. 4. 7 SEC. 4. 7 SEC. 3. O SEC. RED CLEARANCE �. 6 sEc. 1. 4 SEC. �. 4 SEC. 2. 6 SEC. n�wc. �* 2 5 sEc. 9 0 sEc. 9 0 sEc. 3 0 sEc. RECALL POSITION NONE MIN. RECALL MIN. RECALL NONE LOCK DET. OFF ON ON OFF WALK * — SEC. — SEC. — SEC. — SEC. PED. CLEAR — SEC. — SEC. — SEC. — SEC. VOLUME DENSITY OFF OFF OFF OFF ACTUATION 64 ADD * — VEH. Q VEH. Q VEH. — VEH. SEC. PER ACTUATION * — SEC. 2, 5 SEC. 2. 5 SEC. — SEC. MAX. INITIAL * - sEc. 3 q sEc. 3 q SEC. — SEC. TIME B4 REDUCTION * - sEc. � 5 sEc. � 5 SEC. — SEC. TIME TO REDUCE * - sEc. q 5 sEc. 4 5 SEC. — SEC. MINIMUM GAP — SEC. 3, � SEC. 3. Q SEC. — SEC. DUAL ENTRY OFF OFF OFF OFF SIMULTANEOUS GAP ON ON ON ON * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all other phases should not be lower than 4 seconds. 22 /% �� /% // II /% II I � _ /// - _ � __-___ � �� /j � -__-__-__-__- - � �� ii � , --------SR 1002 _ _ _ _ _ .— — — — — — — '� � (Aviation Parkway) — — — — /% � / LEGEND � � PROPOSED ' / ' � a—� Traff i c S i gna I Head � � �—> Modlfied Signal Head _, / �/ � Sign � Pedestrian Signal Head � With Push Button & Sign �� Signal Pole with Guy � � � Signal Pole with Sidewalk Guy �, � O Inductive Loop Detector `� � � Controller & Cabinet � ❑ Junction Box � 2-in Underground Conduit I NC Dept of Transportation Division of Highways Final Drawing Date: lo/lo/zo15 DocuSigned by: �� ITS�B�B66�}ignals Unit PLANS PREPARED IN THE OFFICE OF� Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 677-2000 SIGNAL UPGRADE TM PLANS PHASE N/A R�ght of Way w�th Marker � Directional Arrow A� "YIELD" Sign (R1-2) � Added Lane Sign (W4-3) "FREE FLOW RIGHT LANE 0 KEEP MOVING" Plaque �` Construction Zone Drums 0 Construction Zone - TEMPORARY DESIGN 1 1 EXISTING - _ ... _. _... _ .... ... ..._ .... __......_. . _ ... _.... _ __....._ ... _ ..._.... .._ —....._ ... _. _... _ .... ... ..._ .... __......_. . _ ... _.... _ __....._ ... _ ..._.... .._ —....._ ... _. _... _ .... ... ..._ .... __...... DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � a 0 � � 0 �, � 0 N � N N \ m E D I M 0 D E L M M U 2- 1 6 L E i p PROJECT REFERENCE N0. SHEET N0. UNIT OPTIONS NOTES u-5s2s SIG. s MALFUNCTION MANAGEMENT UNIT PROGRAMM I NG DETAI L OPTION SETTING 1. To prevent "f I ash—conf I � ct" prob l ems, w � re a I I unused I oad swi tches to -f I ash red. Ver i fy that s i gna I heads -F I ash i n (program card and tables as shown) RECURRENT PULSE oN accordance w i th the s i gna I p I ans . S I GNAL H EAD HOOK - U P CHART WALK DISABLE OFF LOG CVM FAULTS oN 2. To prevent red fa i I ures on unused mon i tor channe I s, t i e PHASE 1 2 3 4 5 6 7 g 2 4 6 8 OLA OLB OLC OLD FIELD CHECK ENABLE EXTERN WATCHDOG oFF PED PED PED PED 24V-2-12VDC oFF unused I oad sw i tch red outputs 3, 4, 5, 7, 9, 1 0, 1 1, 1 2, 0 0 0 o a o 0 0 0 0 0 0 0 o DUAL IND ENABLE - 1 4, 1 5 and 1 6 to I oad sw i tch AC+ by i nsert i ng a j umper p I ug i n SIGNAL * * i z 3 4 e sJ � s 9 im ii iz ia i4 i5 is PGM CARD MEMORY ON 11 21,22 NU NU NU 61,62 NU 81,82 NU NU NU NU 11 NU NU NU -� �� RED FAIL ENABLE the unused I oad swi tch socket -From p i n 1( LS AC+) to p i n 3 HEAD Noe 0 0 0 0 0 0 0 0 0 0 0 o LED guard ON z 3 4 5 �� 8 9 �m �1 �2 � �4 �5 �e CHANNEL ENABLE/ FORCE TYPE 16 oFF ( RED out ). Make sure a I I f I ash transfer re I ays are i n p I ace. ° ° ° ° ° ° ° ° ° ° ° ° RED � 2R 6R 8R 0 0 0 0 0 0 0 0 0 0 0 0 o NUMBER DISABLE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TYPE12-SDLC OFF -� �� 1 DISABLE 3. Program contro I I er to start up i n phase 2 Green and 6 Green. 0 0 0 0 0 0 0 0 0 0 0 o VM 3x/Day Latch ON 4 5 6 7 8 9 10 11 12 13 14 15 16 2 ENABLE YELLOW � 2i� 6Y 8Y —o 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o P1 3 DISABLE 4. Set power-up f I ash t i me to 1 0 seconds and i mp l ement on the 5-0 0 0 0 0 0 0 0 0 0 0 4 DISABLE FLASHING YELLOW ARROW Ma I-funct i on Mana ement Un i t. Set contro I I er ower-u g P p GREEN 2G 6G 8G s � a 9 le � z�� 15 s 5 DISABLE CONFIG MODE B f � C]Si1 t i me t0 0 seconds. 0 0 0 0 0 0 0 0 0 6 ENABLE 0 0 0 0 0 0 0 0 o ENABLE CHANNEL PAIR, FYA RED ' o 0 0 0 0 0 0 0 0 7 DISABLE cH i-i3 oN 5. Enab l e s i mu I taneous gap-out feature for a I I phases. ARROW 13R 0 0 0 0 0 0 0 0 ° 8 ENABLE CH 3-14 OFF 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 DISABLE cH 5-15 oFF 6. Program detectors i n accordance w i th the manufacturer' s AR ow 13Y 9 1� 11 lz 13 14 15 16 1� DISABLE cH 7-16 oFF i nstruct i ons to accomp I i sh the detect i on schemes shown on 0 0 0 0 0 0 o FLASHING 0 0 0 0 0 0 11 DISABLE RED/YEL INPUT ENABLE the s i gna I des i gn p I ans. YELLOW 13G 1� o 0 0 0 0 0 12 DISABLE s� 6 5 a s z i CH 1 ON ARROW MINIMUM o0000000 13 ENABLE ii 12 ls ° 15 s CH 3 OFF 7. Program detector C�J � � de I ay and extens i on t i m i ng OI"1 the GREEN 1G — O o O o o YELLOW o 0 o O o 0 o O 0 0 0 o CHANGE o 0 0 0 0 0 0 0 14 DISABLE CH 5 OFF contro I I er, un I ess otherw i se spec i-F i ed. ARROW iz is ia i5 is DISABLE o 0 0 0 0 0 0 o P2 15 DISABLE CH 7 OFF —o 0 0 0 1615141312111e 9 i3 ° 15 6 MINIMUM FLASH TIME� �o �o 0 0 16 DISABLE FLASH RATE FAULT ON 8. SE;t Cl � � detector card UI"1 I�" channe I s t0 ��presence" mode. � — o 0 0 8° 2° FYA TRAP DETECT ON O O 24 V LATCH ENABLE 14 15 16 CVM LATCH ENABLE 9• Pro gram phases 2 and 6 for vo I ume dens i t y o perat i on. � O O O 15 16 � � MMU PROGRAMMING NOTE 1 0. The cab i net and contro I I er are a part of the Cary NU = Not Used ENSURE YELLOW CHANGE P�US RED CLEARANCE MONITORING S i gno I System. � Denotes install load resistoro See Load Resistor M M U P R 0 G R A M M I N G C A R D IS ENABLED FOR ALL CHANNELSo Installation Detail on sheet 20 DETECTOR RACK SET - UP DETAI L * See p i ctor i a l of head w i r i ng deta i � th � S sheet. INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. PART I CULAR DETECTOR CHANNELS W I LL CALL PHASES I ND I CATED . EQU I PMENT I N FORMAT I ON FYA SIGNAL WIRING DETAIL c H � c H � c H � c H � C 0 N T R 0 L L E R .............. 2 0 7 0 L N 2 (wire signal heads as shown) L3 L1 L7 S L11 S S S S S S CABINET ................NC-8 TS-2 NOT � � � 6 L NOT L L L L L � SOFTWARE ............... ECONOL I TE ASC/3-2070 0 0 0 0 0 0 0 RRCK USED � T USED T T T T T T CAB I NET MOUNT. .......... BASE o�A RED (13R) � #1 BIU LOADBAY POSITIONS.......16 CH2 CH2 CH2 E CH2 E E E E E E LOAD SW I TCHES USED ...... �+ 2+ 6, 8+ 1 3 OLA YELLOW (13Y) � L4 L2 L8 M L12 M M M M M M PHASES USED .............1,2,6,8 � 2 � 6 N 0 T T �6 8 T T T T T T 0L A . . . . . . . . . . . . . . . . . . . . . � o�a GREEN (13G) � � Y Y Y Y Y Y Y OLB .....................NOT USED � USED OLC .....................NOT USED �, PJl GREEN (1G) OLD .....................NOT USED � See overlap programming detail on sheet 2 11 S S S S S S S S S S S L� � � L � � � � L � � 0 0 0 0 0 0 0 0 0 0 0 RACK T T T T T T T T T T T LOAD SWITCH #2 BIU E E E E E E E E E E E 1�OTE ASSIGNMENT DETAIL M M M M M M M M M M M B E S U R E T 0 P R 0 G R A M D E T E C T 0 R (program controlter according to P P P P P P P P P P P TYPES AND TIMERS (EXTEND � T T T T T T T T T T T schedule in chart below Y Y Y Y Y Y Y Y Y Y Y AND DELAY) AS SHOWN ON THE LOAD SWITCH SIGNA� P�ANSo NUMBER FUNCTION 1 � 1 THIS ELECTRICAL DETAIL IS FOR PROGRAM CONTROLLER DETECTORS PROGRAM CONTRO�LER DETECTORS 2 � 2 THE SIGNAL DESIGNe PJ5-1533T1 WIRE LOOPS TO TERMINA�S ACCORDING TO THE SCHEDULE WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW 3 9�3 DESIGNEDe APRIL 2PJ16 IN THE CHART BELOW IN THE CHART BELOW 4 �q. SEALEDo 9/22/2PJ16 LOOP PANEL CONTROLLER FUNCTION TIMING LOOP PANEL CONTROLLER FUNCTION TIMING LOOP N0. TERMINALS DETECTOR N0. FEATURE TIME(SECI LOOP N0. TERMINALS DETECTOR N0. FEATURE TIME(SEC) 5 �5 REVISEDo N/A ADD JUMPERS FROMe 6 � 6 L1A TO L2A,AND 1A L1A,L1B 1 � 1 DELAY 15 NU L17A,L17B 17 L1B To L2B L2A, L2B � 2 9� 6 DELAY 3 NU L1 8A, L1 8B 1 8 � � � 8 � 8 NC Dept of Transportation NU L3A,L3B 3 NU L19A,L19B 19 �1V1S1011 of Highways 2A L4A, L4B � 4 S� 2 N�-1 L20A, L20B 20 � � 2 PED Fina1 Dr win Date: lo/lo/zo16 NU L5A, L5B 5 NU L21 A, L21 B 21 10 S� 4 PED '�cuSigned�Y: g NU L6A,L6B 6 NU L22A,L22B 22 11 S� 6 PED 6A �7A,�7B � 7 � 6 NU �23A,L23B 23 12 � 8 PED ITSg&gSignals Unit NU �8A,�8B 8 NU �24A,L24B 24 13 OLA NU L9A,L9B 9 NU L25A,L25B 25 14 OLB TEMPORARY DESIGN 1 - SHEET 1 OF 2 DOCUMENTNOTCONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED N U L 1 0 A, L 1 0 B 1 0 N � 1 L 2 6 A, L 2 6 B 2 6 16 0 L D �L�� S R 10 0 2 ( A v i a t i o n P a r k w a y) S E A L NU L1 1 A, L1 1 B 1 1 NU L27A, L27B 27 ��`�I�"� ��' 8 A L 1 2 A, L 1 2 B 1 2 S� 8 N U a t .�•'�� ..�A RO.,,,'�.. � 2 8 A, L 2 8 B 2 8 Prepared For: '�.o�-� ,,.,, �� ,. NU L13A,L13B 13 NU L29A,L29B 29 rig°"dS"fry SR 3084 ( Evans Road ) :�:••oF�ss�o�••.9 �=. �ee'" � WOG�'Uy �, `rs •Q� q�'' NU L14A,L14B 14 NU L30A,L30B 30 wfi�a�� N�o�� SEA� �� Q Division 5 Wake County Morrisville 032607 N U L 1 5 A, L 1 5 B 1 5 N U L 31 A, L 31 B 31 Pi_ANs PREPARE� iN rHE oFFicE oF� �� R � � � '• •' ■ � � PLAN DATE: A p r i 1 2 016 REv iEwEo ar: S L P H I L L I P S '��T•.FNGI NEE�•'�Q�, � NU L16A,L16B 16 NU L32A,L32B 32 •..... • KIm ��HOr� �'�� o�' SP PENNINGTON �'�•.q �� -`.••' � a� �� PREPARED BY: REVIEWED BY: � �� a � ti DocuSigrfaj •• La P��;. NC LIC211S2 #F-0102 4l p�� aa�� S�'� REVISIONS INIT. DATE �"""'�� D e t e c t or T y p e — G 421 Fayetteville Street, Suite 600 �4nageme"�ti ��c��/Z 9/22/2016 � D e t e c t or T y p e - N Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 27529 �59E�Fi�BA37 DATE (919)617-?000 SIG. INVENTORY N0. 05-1533T1 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � � � N � c.0 O N H f� � L(� � Ln O � C � .� N � � C � � v N � � 0 C � N � C O � � � � L � T � 3 � � 0 � � � � .� U U � � a N � � 0 � � 0 N \ N \ m PROJECT REFERENCE N0. SHEET N0. U-5828 SIG. 7 ECONOLITE ASC/3-2070 SPECIAL MMU PROGRAMMING E C 0 N 0 L I T E AS C/ 3- 2 0 7 0 0 V E R LA P P R 0 G RAM M I N G D E TA I L (program controller as shown) (program controller as shown) 1. From Main Menu select 1. CONFIGURATION 1. From Main Menu select 2. CONTROLLER 2. From CONFIGURATION Submenu select 4. PORT 1(SDLC) 2. From CONTROLLER Submenu select 2. VEHICLE OVERLAPS 3. From PORT 1(SDLC) Submenu select 2. MMU PROGRAM OVERLAP A MMU PROGRAM [ MANUAL] Select TMG VEH OVLP [A] and 'PPLT FYA' CH 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 TMG VEH OVLP...[A] TYPE: .....PPLT FYA 1 X X PROTECTED PHASE (LEFT TURN)......... 1 2 . . . X . . . . . . X . . . PERMISSIVE PHASE (OPPOSING THRU).... 2 3 . . . . . . . . . . . . . FLASHING ARROW OUTPUT.....CH13 ISOLATE 4 . . . . . . . , . , . . DELAY START OF: FYA..0.0 CLEARANCE..0.0 5 . . . . . . . . . . . ACTION PLAN SF BIT DISABLE........... 0 6... X 7 . . . . . . . . . 8 . . . . . . . . END PROGRAMMING g . . . . . . . 10 . . . . . . 11 . . . . . 12 . . . . 13 . . . 14 . . 15 . END PROGRAMMING THIS ELECTRICAL DETAIL IS FOR NC Dept of Transportation LOAD RESISTOR INSTALLATION DETAIL THE SIGNA� DESIGNe (�5-1533T1 Division of Highways DESIGNEDe APRIL 2�16 Final Drawing Date: lo/lo/zo16 (install resistors as shozUn) DocuSigned by: � SEALEDo 9/22/2f�16 � ACCEPTABLE VALUES PHASE 1 RED FIELD REVISEDo N/A ITS ignals Unit TERMINAL (1R) VALUE (ohms) WATTAGE � 1o5K — 1o9K 25W (min) PHASE 1 YELLOW FIELD 2ePJK — 3ePJK 1PJW (min) TERMINAL (1Y) AC— AC— T E M P 0 R A R Y D E S I G N 1 - S H E E T 2 0 F 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �L�� ,� �� S R 10 0 2 ( Av i a t i o n P a r kwa y) SEAL ��............ Prepared For: "- �.'`0�� ARO�� ''�. ��,g°ndS°frys SR 3084 ( Evans Road ) °�..oF�SS��N�.�9': �,�ee o� aou��a � s� : �� q�•. w� a� �o��, S EA L �� Division 5 Wake Count y Morrisville 032607 PLANS PREPARED IN THE OFFICE OFo � o �� , ■ � � PLAN DATE: A p r i 1 2 016 REv i EwEo ar: S L P H I L L I P S '. �'•, F �,� � : Kimley > Horn � � � ��N��.. � : �� '•��,, ��, o�' PREPaREo Bv: S P P E N N I N G T 0 N REV IEWED BY: �'•;�TqC/ • \��,�Qo'� NC License#F-0102 ��4s�p�� 4ap��S�'��~ REVISIONS INIT. DATE DocuSignedbj,e.�E��PN�..` 421 Fayetteville Street, Suite 600 �4nageme"�ti ��%�� 9/22/2016 _________________________________________________________________________________ v Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 27529 E^seaaa� DATE (919)677-2000 SIG. INVENTORY N0. 05-1533T1 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 C 0 � � c C C N a � 0 � � � 0 : PHASING DIAGRAM PHASING DIAGRAM DETECTION LEGEND �� — �-- C — DETECTED MOVEMENT UNDETECTED MOVEMENT (OVERLAP) UNSIGNALIZED MOVEMENT PEDESTRIAN MOVEMENT TABLE OF OPERATION PHASE SIGNAL � � L FACE + 2 g S 6 6 H 11 -- Y -f� 21, 22 R G R Y 61, 62 G G R Y 81, 82 R R G R METAL POLE #1 NCDOT STD; S30L1 STA: 129+62 -L- � SIGNAL FACE I.D. OFF; 82 RT, / � / / / '� f------------------- ----� '� � _ _ _ _ I SR 1002 ,-'� —I (Aviation Parkway),,,-�� _ --- ------- --- ---- --- � — — — — — — — — — — — — — — — — — — — — — — — — — — — � +2% Grade 45 MPH � � \ � � TIMING CHART ASC/3-2070LN2 CONTROLLER PHASE P�1 �2 PJ6 PJ8 MINIMUM GREEN * 7 sEc. 1 2 sEc. 12 SEC. 7 SEC. VEHICLE EXT. * 2. � SEC. C. O SEC. C. O SEC. 2. � SEC. YELLOW CHANGE INT. 3. O SEC. 4. 7 SEC. 4. 7 SEC. 3. O SEC. RED CLEARANCE �. 6 sEc. 1. 4 SEC. �. 4 SEC. 2. 6 SEC. n�wc. �* 2 5 sEc. 9 0 sEc. 9 0 sEc. 3 0 sEc. RECALL POSITION NONE MIN. RECALL MIN. RECALL NONE LOCK DET. OFF ON ON OFF WALK * — SEC. — SEC. — SEC. — SEC. PED. CLEAR — SEC. — SEC. — SEC. — SEC. VOLUME DENSITY OFF OFF OFF OFF ACTUATION 64 ADD * — VEH. Q VEH. Q VEH. — VEH. SEC. PER ACTUATION * — SEC. 2, 5 SEC. 2. 5 SEC. — SEC. MAX. INITIAL * - sEc. 3 q sEc. 3 q SEC. — SEC. TIME B4 REDUCTION * - sEc. � 5 sEc. � 5 SEC. — SEC. TIME TO REDUCE * - sEc. q 5 sEc. 4 5 SEC. — SEC. MINIMUM GAP — SEC. 3, � SEC. 3. Q SEC. — SEC. DUAL ENTRY OFF OFF OFF OFF SIMULTANEOUS GAP ON ON ON ON * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all other phases should not be lower than 4 seconds. METAL POLE #4 NCDOT STD; S35L1 STA: 131+08 -L- OFF: 67' RT. AIl Heads L.E.D. LOOP & DETECTOR INSTALLATION CHART ASC/3-2070LN2 CONTROLLER w/ TS-2 CABINET INDUCTIVE LOOPS DETECTOR UNITS SIZE DIST. FROM 3? NEMA 3 z TIMING DET. LOOP N0. STOPBAR TURNS W� W� (ft) �ft� z w PHASE z W FEATURE TIME (sec) TYPE 1A 6X40 0 2-4-2 X- 1 - X DELAY 15 S 6- X DELAY 3 G 2A 6X6 300 6 X- 2 - X - - N 6A 6X6 300 6 X- 6 - X - - N 8A 6X40 0 2-4-2 X- 8 - X - - S � METAL POLE #2 NCDOT STD; S35L1 \ STA: 129+50 -L- \ OFF; 85' LT, �\— — — — — — — — — — — — — — — — — — — — — — — 45 MPH SR 1002 (Aviation Parkway) METAL POLE #3 NCDOT STD; S30L1 STA: 131+06 -L- OFF: 72' LT. SIGNS TO BE MAINTAINED DURING CONSTRUCTION �--�==�-- � NC Dept of Transportation Division of Highways 10/10/2016 Final Drawing Date: DocuSigned by: - — �9;�� ITS Signals Unit PLANS PREPARED IN TI-IE OFFICE OF� Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 677-2000 SIGNAL UPGRADE TM PLANS PHASE 3 Phase Fully Actuated (Cary Signal System) NOTES 1. Refer to "Roadway Standard Drawings NCDOT" dated January 2012, "Standard Specifications for Roads and Structures" dated January 2012, and all applicable sections of the latest version of the generic Project Special Provisions, The PSP can be accessed at the following website: https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx 2. Do not program signal for late night flashing operation unless otherwise directed by the Engineer, 3. Phase 1 may be lagged. 4. Set all detector units to presence mode. 5. Pavement markings are existing, 6, Maximum times shown in timing chart are for free-run operation only. Coordinated signal system timing values shall supersede these values. 7. Cary signal system data: Fiber channel #; 17, PROPOSED LEGEND Traffic Signal Head Modlfied Signal Head Sign Pedestrian Signal Head With Push Button & Sign Metal Strain Pole Inductive Loop Detector Controller & Cabinet Junction Box 2-in Underground Conduit Right of Way with Marker Directional Arrow "YIELD" Sign (R1-2) Added Lane Sign (W4-3) "FREE FLOW RIGHT LANE KEEP MOVING" Plaque Street Sign (D3-1) Construction Zone Drums Construction Zone - TEMPORARY DESIGN 2 2 EXISTING DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � a � � � 0 �, � 0 N � N N \ m E D I M 0 D E L M M U 2- 1 6 L E i p PROJECT REFERENCE N0. SHEET N0. UNIT OPTIONS NOTES u-5s2s SIG. 9 MALFUNCTION MANAGEMENT UNIT PROGRAMM I NG DETAI L OPTION SETTING 1. To prevent "f I ash—conf I � ct" prob l ems, w � re a I I unused I oad swi tches to -f I ash red. Ver i fy that s i gna I heads -F I ash i n (program card and tables as shown) RECURRENT PULSE oN accordance w i th the s i gna I p I ans . S I GNAL H EAD HOOK - U P CHART WALK DISABLE OFF LOG CVM FAULTS oN 2. To prevent red fa i I ures on unused mon i tor channe I s, t i e PHASE 1 2 3 4 5 6 7 g 2 4 6 8 OLA OLB OLC OLD FIELD CHECK ENABLE EXTERN WATCHDOG oFF PED PED PED PED 24V-2-12VDC oFF unused I oad sw i tch red outputs 3, 4, 5, 7, 9, 1 0, 1 1, 1 2, 0 0 0 o a o 0 0 0 0 0 0 0 o DUAL IND ENABLE - 1 4, 1 5 and 1 6 to I oad sw i tch AC+ by i nsert i ng a j umper p I ug i n SIGNAL * * i z 3 4 e sJ � s 9 im ii iz ia i4 i5 is PGM CARD MEMORY ON 11 21,22 NU NU NU 61,62 NU 81,82 NU NU NU NU 11 NU NU NU -� �� RED FAIL ENABLE the unused I oad swi tch socket -From p i n 1( LS AC+) to p i n 3 HEAD Noe 0 0 0 0 0 0 0 0 0 0 0 o LED guard ON z 3 4 5 �� 8 9 �m �1 �2 � �4 �5 �e CHANNEL ENABLE/ FORCE TYPE 16 oFF ( RED out ). Make sure a I I f I ash transfer re I ays are i n p I ace. ° ° ° ° ° ° ° ° ° ° ° ° RED � 2R 6R 8R 0 0 0 0 0 0 0 0 0 0 0 0 o NUMBER DISABLE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TYPE12-SDLC OFF -� �� 1 DISABLE 3. Program contro I I er to start up i n phase 2 Green and 6 Green. 0 0 0 0 0 0 0 0 0 0 0 o VM 3x/Day Latch ON 4 5 6 7 8 9 10 11 12 13 14 15 16 2 ENABLE YELLOW � 2i� 6Y 8Y —o 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o P1 3 DISABLE 4. Set power-up f I ash t i me to 1 0 seconds and i mp l ement on the 5-0 0 0 0 0 0 0 0 0 0 0 4 DISABLE FLASHING YELLOW ARROW Ma I-funct i on Mana ement Un i t. Set contro I I er ower-u g P p GREEN 2G 6G 8G s � a 9 le � z�� 15 s 5 DISABLE CONFIG MODE B f � C]Si1 t i me t0 0 seconds. 0 0 0 0 0 0 0 0 0 6 ENABLE 0 0 0 0 0 0 0 0 o ENABLE CHANNEL PAIR, FYA RED ' o 0 0 0 0 0 0 0 0 7 DISABLE cH i-i3 oN 5. Enab l e s i mu I taneous gap-out feature for a I I phases. ARROW 13R 0 0 0 0 0 0 0 0 ° 8 ENABLE CH 3-14 OFF 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 DISABLE cH 5-15 oFF 6. Program detectors i n accordance w i th the manufacturer' s AR ow 13Y 9 1� 11 lz 13 14 15 16 1� DISABLE cH 7-16 oFF i nstruct i ons to accomp I i sh the detect i on schemes shown on 0 0 0 0 0 0 o FLASHING 0 0 0 0 0 0 11 DISABLE RED/YEL INPUT ENABLE the s i gna I des i gn p I ans. YELLOW 13G 1� o 0 0 0 0 0 12 DISABLE s� 6 5 a s z i CH 1 ON ARROW MINIMUM o0000000 13 ENABLE ii 12 ls ° 15 s CH 3 OFF 7. Program detector C�J � � de I ay and extens i on t i m i ng OI"1 the GREEN 1G — O o O o o YELLOW o 0 o O o 0 o O 0 0 0 o CHANGE o 0 0 0 0 0 0 0 14 DISABLE CH 5 OFF contro I I er, un I ess otherw i se spec i-F i ed. ARROW iz is ia i5 is DISABLE o 0 0 0 0 0 0 o P2 15 DISABLE CH 7 OFF —o 0 0 0 1615141312111e 9 i3 ° 15 6 MINIMUM FLASH TIME� �o �o 0 0 16 DISABLE FLASH RATE FAULT ON 8. SE;t Cl � � detector card UI"1 I�" channe I s t0 ��presence" mode. � — o 0 0 8° 2° FYA TRAP DETECT ON O O 24 V LATCH ENABLE 14 15 16 CVM LATCH ENABLE 9• Pro gram phases 2 and 6 for vo I ume dens i t y o perat i on. � O O O 15 16 � � MMU PROGRAMMING NOTE 1 0. The cab i net and contro I I er are a part of the Cary NU = Not Used ENSURE YELLOW CHANGE P�US RED CLEARANCE MONITORING S i gno I System. � Denotes install load resistoro See Load Resistor M M U P R 0 G R A M M I N G C A R D IS ENABLED FOR ALL CHANNELSo Installation Detail on sheet 20 DETECTOR RACK SET - UP DETAI L * See p i ctor i a l of head w i r i ng deta i � th � S sheet. INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. PART I CULAR DETECTOR CHANNELS W I LL CALL PHASES I ND I CATED . EQU I PMENT I N FORMAT I ON FYA SIGNAL WIRING DETAIL c H � c H � c H � c H � C 0 N T R 0 L L E R .............. 2 0 7 0 L N 2 (wire signal heads as shown) L3 L1 L7 S L11 S S S S S S CABINET ................NC-8 TS-2 NOT � � � 6 L NOT L L L L L � SOFTWARE ............... ECONOL I TE ASC/3-2070 0 0 0 0 0 0 0 RRCK USED � T USED T T T T T T CAB I NET MOUNT. .......... BASE o�A RED (13R) � #1 BIU LOADBAY POSITIONS.......16 CH2 CH2 CH2 E CH2 E E E E E E LOAD SW I TCHES USED ...... �+ 2+ 6, 8+ 1 3 OLA YELLOW (13Y) � L4 L2 L8 M L12 M M M M M M PHASES USED .............1,2,6,8 � 2 � 6 N 0 T T �6 8 T T T T T T 0L A . . . . . . . . . . . . . . . . . . . . . � o�a GREEN (13G) � � Y Y Y Y Y Y Y OLB .....................NOT USED � USED OLC .....................NOT USED �, PJl GREEN (1G) OLD .....................NOT USED � See overlap programming detail on sheet 2 11 S S S S S S S S S S S L� � � L � � � � L � � 0 0 0 0 0 0 0 0 0 0 0 RACK T T T T T T T T T T T LOAD SWITCH #2 BIU E E E E E E E E E E E 1�OTE ASSIGNMENT DETAIL M M M M M M M M M M M B E S U R E T 0 P R 0 G R A M D E T E C T 0 R (program controlter according to P P P P P P P P P P P TYPES AND TIMERS (EXTEND � T T T T T T T T T T T schedule in chart below Y Y Y Y Y Y Y Y Y Y Y AND DELAY) AS SHOWN ON THE THIS ELECTRICAL DETAIL IS FOR LOAD SWITCH FUNCTION THE SIGNAL DESIGNe f�5-1533T2 SIGNA� P�ANSo NUMBER 1 � 1 DESIGNEDe APRIL 2PJ16 PROGRAM CONTROLLER DETECTORS PROGRAM CONTRO�LER DETECTORS 2 �2 SEALEDo 9/22/2PJ16 WIRE LOOPS TO TERMINA�S ACCORDING TO THE SCHEDULE WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE REVISEDe N/A ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW 3 9�3 IN THE CHART BELOW IN THE CHART BELOW 4 �4 CONTROLLER TIMING CONTROLLER TIMING LOOP PANEL FUNCTION LOOP PANEL FUNCTION LOOP N0. TERMINALS DETECTOR N0. FEATURE TIME(SECI LOOP N0. TERMINALS DETECTOR N0. FEATURE TIME(SEC) 5 �5 NC Dept o Transportation ADD JUMPERS FROMe 6 � 6 �1V1SlOC1 of Highways L1A TO L2A,AND 1A L1A,L1B 1 � 1 DELAY 15 NU L17A,L17B 17 L1B To L2B L2A, L2B � 2 9� 6 DELAY 3 NU L1 8A, L1 8B 1 8 � � � Fin�l .Drawing Date: lo/lo/zo16 ocuSigned'Fiy: NU L3A, L3B 3 NU L1 9A, L1 9B 1 9 8 � 8 y��'u�'1 ��`'�' �8964&66�.'A,6aoe. 2A L4A, L4B � 4 S� 2 N�-1 L20A, L20B 20 `� 2 PED ITS & Signals Unit 10 S� 4 PED NU L5A,L5B 5 NU L21A,L21B 21 11 S� 6 PED NU L6A,L6B 6 NU L22A,L22B 22 6A �7A,�7B � 7 � 6 NU �23A,L23B 23 12 � 8 PED NU �8A,�8B 8 NU �24A,L24B 24 13 OLA NU L9A,L9B 9 NU L25A,L25B 25 14 OLB TEMPORARY DESIGN 2- SHEET 1 OF 2 DOCUMENTNOTCONSIDEREDFINAL UNLESS ALL SIGNATURES COMPLETED N U L 1 0 A, L 1 0 B 1 0 N � 1 L 2 6 A, L 2 6 B 2 6 16 0 L D �L�� S R 10 0 2 ( A v i a t i o n P a r k w a y) S E A L NU L1 1 A, L1 1 B 1 1 NU L27A, L27B 27 ��`�I�"� ��' 8 A L 1 2 A, L 1 2 B 1 2 S� 8 N U a t .�•'�� ..�A RO.,,,'�.. � 2 8 A, L 2 8 B 2 8 Prepared For: '�.o�-� ,,.,, �� ,. NU L13A,L13B 13 NU L29A,L29B 29 rig°"dS"fry SR 3084 ( Evans Road ) :�:••oF�ss�o�••.9 �=. �ee'" � WOG�'Uy �, `rs •Q� q�'' NU L14A,L14B 14 NU L30A,L30B 30 wfi�a�� N�o�� SEA� �� Q Division 5 Wake County Morrisville 032607 N U L 1 5 A, L 1 5 B 1 5 N U L 31 A, L 31 B 31 Pi_ANs PREPARE� iN rHE oFFicE oF� �� R � � � '• •' ■ � � PLAN DATE: A p r i 1 2 016 REv iEwEo ar: S L P H I L L I P S '��T•.FNGI NEE�•'�Q�, � NU L16A,L16B 16 NU L32A,L32B 32 •..... • KIm ��HOr� �'�� o�' SP PENNINGTON �'�•.q � I �� -`.••' a� �� PREPARED BY: REVIEWED BY: � �� '1 ��t? �� Gti . DocuSign�drC��..L. PN��;. NC LIC211S2 #F-0102 4l �� aa� S�' REVISIONS INIT. DATE '"'�� 4nageme"�ti �� 9/22/2016 � D e t e c t or T y p e — G 421 Fayetteville Street, Suite 600 � D e t e c t or T y p e - N Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 27529 � 5 9 E � F i � 6 A 37 DATE (919) 617-?000 SIG. INVENTORY N0. 05 -1533T2 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � � � N � c.0 O N N H M � � I � O O � C � .� N � � C � � � 0 0 � 0 N � T � 3 � � O � I J a � Y C O � � c .� � � a c 0 � � � � a � � � 0 �, � 0 N \ N \ m PROJECT REFERENCE N0. SHEET N0. U-5828 SIG. 10 ECONOLITE ASC/3-2070 SPECIAL MMU PROGRAMMING E C 0 N 0 L I T E AS C/ 3- 2 0 7 0 0 V E R LA P P R 0 G RAM M I N G D E TA I L (program controller as shown) (program controller as shown) 1. From Main Menu select 1. CONFIGURATION 1. From Main Menu select 2. CONTROLLER 2. From CONFIGURATION Submenu select 4. PORT 1(SDLC) 2. From CONTROLLER Submenu select 2. VEHICLE OVERLAPS 3. From PORT 1(SDLC) Submenu select 2. MMU PROGRAM OVERLAP A MMU PROGRAM [ MANUAL] Select TMG VEH OVLP [A] and 'PPLT FYA' CH 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 TMG VEH OVLP...[A] TYPE: .....PPLT FYA 1 X X PROTECTED PHASE (LEFT TURN)......... 1 2 . . . X . . . . . . X . . . PERMISSIVE PHASE (OPPOSING THRU).... 2 3 . . . . . . . . . . . . . FLASHING ARROW OUTPUT.....CH13 ISOLATE 4 . . . . . . . , . , . . DELAY START OF: FYA..0.0 CLEARANCE..0.0 5 . . . . . . . . . . . ACTION PLAN SF BIT DISABLE........... 0 6... X 7 . . . . . . . . . 8 . . . . . . . . END PROGRAMMING g . . . . . . . 10 . . . . . . 11 . . . . . 12 . . . . 13 . . . 14 . . 15 . END PROGRAMMING LOAD RESISTOR INSTALLATION DETAIL (install resistors as shown) PHASE 1 RED FIELD ACCEPTABLE VALUES NC Dept of Transportation VALUE (ohms) WATTAGE TERMINAL (1R) THIS ELECTRICAL DETAIL IS FOR D1V1SlOC1 of Highways 1o5K — 1o9K 25W (m�n) PHASE 1 YE��OW FIELD THE SIGNA� DESIGNe �5-1533T2 lo/lo/zo16 TERMINA� (1Y) DESIGNEDe APRIL 2�16 F� �,�;9��wing Date: 2oPJK — 3oPJK _ 1PJW (min) ��v�.,�Q� SEALEDo 9/22/2f�16 "�'1 � U""" " 169B4666274A494 AC— REVISEDo N/A ITS & Signals Unit AC— T E M P 0 R A R Y D E S I G N 2 - S H E E T 2 0 F 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �L�� ,� �� S R 10 0 2 ( Av i a t i o n P a r kwa y) SEAL ��............ Prepared For: "- �.'`0�� ARO�� ''�. ��,g°ndS°frys SR 3084 ( Evans Road ) °�..oF�SS��N�.�9': �,�ee o� aou��a � s� : �� q�•. w� a� �o��, S EA L �� Division 5 Wake Count y Morrisville 032607 PLANS PREPARED IN THE OFFICE OFo � o �� , ■ � � PLAN DATE: A p r i 1 2 016 REv i EwEo ar: S L P H I L L I P S '. �'•, F �,� � : KImI��>!�HOrn �� o�' SP PENNINGTON �.`�j.q•�c��p�.•�,�Q�,: 2 PREPARED BY: REVIEWED BY: ' ' oa� Cr��p �Qu� �titi , DocuSigne9b�� L a I�� ``' • NC License #F-0102 41�Q°� 4apen S�' REVISIONS INIT. DATE ��"�� 016 t �� 9222 421 Fayetteville Street, Suite 600 nagem _____________________________________________________________________ Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 2%SZJ �C87A59FD60R437 DATE (919) 677-2000 SIG. INVENTORY N0. 05 -1533T2 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � a 0 0 � 0 : PHASING DIAGRAM PHASING DIAGRAM DETECTION LEGEND DETECTED MOVEMENT UNDETECTED MOVEMENT (OVERLAP) UNSIGNALIZED MOVEMENT PEDESTRIAN MOVEMENT — — — — — — — — — -----� TABLE OF OPERATION PHASE SIGNAL � � L FACE + 2 g S 6 6 H 11 -- Y -f� 21, 22 R G R Y 61, 62 G G R Y 81 R R G R 82 R R G R METAL POLE #1 NCDOT STD: S30L1 / / / ____� / SR 1002 (Aviation Parkway) SIGNAL FACE I.D. — — — — — — - - -- --- ---- . --- - -- ----------- --- \ —� ---------------+ /---------� � O\ 2 o Grade 45 MPH � �, � �� \ \ \ \ TIMING CHART ASC/3-2070LN2 CONTROLLER PHASE P�1 �2 �6 �8 MINIMUM GREEN * 7 sEc. 1 2 sEc. 1 2 SEC. 7 SEC. VEHICLE EXT. * 2. � SEC. C. O SEC. C. O SEC. 2. O SEC. YELLOW CHANGE INT. 3. O SEC. 4. 7 SEC. 4. 7 SEC. 3. O SEC. RED CLEARANCE 3. 4 sEc. 2. � SEC. 2. � SEC. 3. 7 SEC. n�wc. �* 2 5 sEc. 9 0 sEc. 9 0 sEc. 3 0 sEc. �w RECALL POSITION NONE MIN. RECALL MIN. RECALL NONE LOCK DET. OFF ON ON OFF WALK * — SEC. — SEC. — SEC. — SEC. PED. CLEAR — SEC. — SEC. — SEC. — SEC. VOLUME DENSITY OFF OFF OFF OFF ACTUATION 64 ADD * — VEH. Q VEH. Q VEH. — VEH. SEC. PER ACTUATION * — SEC. 2, 5 SEC. 2, 5 SEC. — SEC. MAX. INITIAL * - sEc. 3 q SEC. 3 4 SEC. — SEC. TIME B4 REDUCTION * - sEc. � 5 sEc. � 5 SEC. — SEC. TIME TO REDUCE * - sEc. q 5 sEc. 4 5 SEC. — SEC. MINIMUM GAP — SEC. 3, � SEC. 3. Q SEC. — SEC. DUAL ENTRY OFF OFF OFF OFF SIMULTANEOUS GAP ON ON ON ON * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all other phases should not be lower than 4 seconds. METAL POLE #4 NCDOT STD: S35L1 AIl Heads L.E.D. LOOP & DETECTOR INSTALLATION CHART ASC/3-2070LN2 CONTROLLER w/ TS-2 CABINET INDUCTIVE LOOPS DETECTOR UNITS SIZE DIST. FROM 3? NEMA 3 z TIMING DET. LOOP N0. STOPBAR TURNS W� W� (ft) �ft� z w PHASE z W FEATURE TIME (sec) TYPE 1A 6X40 0 2-4-2 X- 1 - X DELAY 15 S 6- X DELAY 3 G 1B 6X40 0 2-4-2 X- 1 X- DELAY 15 S 1C 6X6 0 5 X- 1 X- DELAY 15 S 2A 6X6 300 6 X- 2 - X - - N 6A 6X6 300 6 X- 6 - X - - N 8A 6X40 0 2-4-2 X- 8 - X - - S METAL POLE #2 NCDOT STD: S35L1 � �\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_.--------- n � nnPH STOPLINE LOCATION DIAGRAM � �� l30 f00 STA: 129+90 -L- : � OFF; 79' LT, • I � � � STA; 130+11 -L- OFF; 81' LT, STA: 130+36 -L- � � � OFF; 79' RT, � � � A � STA: 130+82 -L- I OFF; 56' LT, STA: 130+47 -L- I OFF: 78' RT. I STA; 130+81 -L- I � OFF: 20' LT. I� I � • SR 1002 (Aviation Parkway) METAL POLE #3 NCDOT STD: S30L1 NC Dept of Transportation Division of Highways Fir�1.Dr�wing Date: lo/lo/zo16 ocuS�gned y � �"�" " — 1.B�B4666�74A494—: — ITS & Signals Unit PLANS PREPARED IN TI-IE OFFICE OF� Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 677-2000 SIGNAL UPGRADE TM PLANS PHASE 3 Phase Fully Actuated (Cary Signal System) NOTES 1. Refer to "Roadway Standard Drawings NCDOT" dated January 2012, "Standard Specifications for Roads and Structures" dated January 2012, and all applicable sections of the latest version of the generic Project Special Provisions, The PSP can be accessed at the following website: https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx 2. Do not program signal for late night flashing operation unless otherwise directed by the Engineer, 3. Phase 1 may be lagged. 4. Reposition all existing signal heads. 5. Set all detector units to presence mode. 6, Maximum times shown in timing chart are for free-run operation only. Coordinated signal system timing values shall supersede these values. 7. Cary signal system data: Fiber channel #; 17, PROPOSED O--> �> —� ❑O O � ❑ LEGEND Trafflc Slgnal Head Modified Signal Head Sign Pedestrian Signal Head With Push Button & Sign Metal Strain Pole Inductive Loop Detector Controller & Cabinet Junction Box 2-in Underground Conduit N/A Right of Way with Marker � Directional Arrow 0 "YIELD" Sign (R1-2) "U-TURN YIELD TO RIGHT TURN" S i gn ( R10-16 ) No U-Turn Sign (R3-4) Street Sign (D3-1) Construction Zone Drums Construction Zone - TEMPORARY DESIGN 3 3 EXISTING � � DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � a 0 �, � 0 N \ N N � � E D I M 0 D E L M M U 2- 1 6 L E i p PROJECT REFERENCE N0. SHEET N0. UNIT OPTIONS NOTES u-5s2s s�G. 12 MALFUNCTION MANAGEMENT UNIT PROGRAMM I NG DETAI L OPTION SETTING 1. To prevent "f I ash—conf I � ct" prob l ems, w � re a I I unused I oad swi tches to -f I ash red. Ver i fy that s i gna I heads -F I ash i n (program card and tables as shown) RECURRENT PULSE oN accordance w i th the s i gna I p I ans . S I GNAL H EAD HOOK - U P CHART WALK DISABLE OFF LOG CVM FAULTS oN 2. To prevent red fa i I ures on unused mon i tor channe I s, t i e PHASE 1 2 3 4 5 6 7 g 2 4 6 8 OLA OLB OLC OLD FIELD CHECK ENABLE EXTERN WATCHDOG oFF PED PED PED PED 24V-2-12VDC oFF unused I oad sw i tch red outputs 3, 4, 5, 7, 9, 1 0, 1 1, 1 2, 0 0 0 o a o 0 0 0 0 0 0 0 o DUAL IND ENABLE - 1 4, 1 5 and 1 6 to I oad sw i tch AC+ by i nsert i ng a j umper p I ug i n SIGNAL * * i z 3 4 e sJ � s 9 im ii iz ia i4 i5 is PGM CARD MEMORY ON 11 82 21,22 NU NU NU 61,62 NU 81,82 NU NU NU NU 11 NU NU NU -� �� RED FAIL ENABLE the unused I oad swi tch socket -From p i n 1( LS AC+) to p i n 3 HEAD Noe 0 0 0 0 0 0 0 0 0 0 0 o LED guard ON z 3 4 5 �� 8 9 �m �1 �2 � �4 �5 �e CHANNEL ENABLE/ FORCE TYPE 16 oFF ( RED out ). Make sure a I I f I ash transfer re I ays are i n p I ace. ° ° ° ° ° ° ° ° ° ° ° ° RED � 2R 6R 8R 0 0 0 0 0 0 0 0 0 0 0 0 o NUMBER DISABLE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TYPE12-SDLC OFF -� �� 1 ENABLE 3. Program contro I I er to start up i n phase 2 Green and 6 Green. 0 0 0 0 0 0 0 0 0 0 0 o VM 3x/Day Latch ON 4 5 6 7 8 9 10 11 12 13 14 15 16 2 ENABLE YELLOW 2Y 6Y 8Y —o 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o P1 3 DISABLE 4. Set power-up f I ash t i me to 1 0 seconds and i mp l ement on the 5-0 0 0 0 0 0 0 0 0 0 0 4 DISABLE FLASHING YELLOW ARROW Ma I-funct i on Mana ement Un i t. Set contro I I er ower-u g P p GREEN 2G 6G 8G s � a 9 le � z�� 15 s 5 DISABLE CONFIG MODE B f � C]Si1 t i me t0 0 seconds. 0 0 0 0 0 0 0 0 0 6 ENABLE 0 0 0 0 0 0 0 0 o ENABLE CHANNEL PAIR, FYA RED ' o 0 0 0 0 0 0 0 0 7 DISABLE cH i-i3 oN 5. Enab l e s i mu I taneous gap-out feature for a I I phases. ARROW 13R 0 0 0 0 0 0 0 0 ° 8 ENABLE CH 3-14 OFF 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 DISABLE cH 5-15 oFF 6. Program detectors i n accordance w i th the manufacturer' S ARROW 1Y 13Y 9 1� 11 lz 13 14 15 16 1� DISABLE cH 7-16 oFF i nstruct i ons to accomp I i sh the detect i on schemes shown on 0 0 0 0 0 0 o FLASHING 0 0 0 0 0 0 11 DISABLE RED/YEL INPUT ENABLE the s i gna I des i gn p I ans. YELLOW 13G 1� o 0 0 0 0 0 12 DISABLE s� 6 5 a s z i CH 1 ON ARROW MINIMUM o0000000 13 ENABLE ii 12 ls ° 15 s CH 3 OFF 7. Program detector C�J � � de I ay and extens i on t i m i ng OI"1 the GREEN 1G 1G — O o O o o YELLOW o 0 o O o 0 o O 0 0 0 o CHANGE o 0 0 0 0 0 0 0 14 DISABLE CH 5 OFF contro I I er, un I ess otherw i se spec i-F i ed. ARROW iz is ia i5 is DISABLE o 0 0 0 0 0 0 o P2 15 DISABLE CH 7 OFF —o 0 0 0 1615141312111e 9 i3 ° 15 6 MINIMUM FLASH TIME� �o �o 0 0 16 DISABLE FLASH RATE FAULT ON 8. SE;t Cl � � detector card UI"1 I�" channe I s t0 ��presence" mode. � — o 0 0 8° 2° FYA TRAP DETECT ON O O 24 V LATCH ENABLE 14 15 16 CVM LATCH ENABLE 9• Pro gram phases 2 and 6 for vo I ume dens i t y o perat i on. � O O O 15 16 � � MMU PROGRAMMING NOTE 1 0. The cab i net and contro I I er are a part of the Cary NU = Not Used ENSURE YELLOW CHANGE P�US RED CLEARANCE MONITORING S i gno I System. � Denotes install load resistoro See Load Resistor M M U P R 0 G R A M M I N G C A R D IS ENABLED FOR ALL CHANNELSo Installation Detail on sheet 20 DETECTOR RACK SET - UP DETAI L * See p i ctor i a l of head wi r i ng deta i I th i s sheet. INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. PART I CULAR DETECTOR CHANNELS W I LL CALL PHASES I ND I CATED . EQU I PMENT I N FORMAT I ON FYA SIGNAL WIRING DETAIL cH� cH� cH� cH� cH� CONTROLLER . . . . . . . . . . . . . . 2070LN2 (wire signalheads as shown) L3 L1 S L5 L11 S L15 S S S S CABINET ................NC-8 TS-2 � 1 � 1 �- � � NOT � � 8 � �- �- �- SOFTWARE . . . . . . . . . . . . . . . ECONOL I TE ASC/3-2070 0 0 0 0 0 0 CAB I NET MOUNT. .......... BASE o�A RED (13R) � R�CK T USED T T T T T LOADBAY POS I T I ONS. ...... 1 6 #1 BIU cH2 cH2 E CH2 E E E E E LOAD SWITCHES USED. ..... 1, 2.6, 8. 1 3 o�a YELLOW (13Y) � L4 L2 M NOT L1 2 M NOT M M M M PHASES USED . ............ 1, 2� 6, 8 � 2 � 6 T U S E D 6 P U S E D T P T T OL A . . . . . . . . . . . . . . . . . . . . . � OLA GREEN (13G) � � OLB .....................NOT USED � � Y � Y Y Y Y Y OLC .....................NOT USED PJl GREEN (1G) �— OLD .....................NOT USED 11 � See overlap programming detail on sheet 2 S S S S S S S S S S S L � L � � � L L L � L o � o 0 0 0 0 0 0 0 o LOAD SWI TCH RACK #2 BIU E E E E E E E E E E E 1�OTE ASSIGNMENT DETAIL M M M M M M M M M M M (program controller according to P BE SURE TO PROGR�M DETECTOR P T P P P P P P P P P TYPES �ND TIMERS (EXTEND schedule in chart below) T T T T T T T T T T THIS ELECTRICAL DETAIL IS FOR Y Y Y Y Y Y Y Y Y Y Y AND DE�RY) AS SHOWN ON THE LOAD SWITCH FUNCTION THE SIGNAL DESIGNo PJ5-1533T3 SIGNAL P�ANSo NUMBER DESIGNEDD APRI� 2P16 1 � 1 SEALEDo 9/22/2f�16 PROGRAM CONTROLLER DETECTORS PROGRAM CONTROLLER DETECTORS WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDU�E 3 �3 REVISEDe N/A ON �OOP PANEL AS SHOWN SHOWN IN THE CHART BELOW ON LOOP PANE� AS SHOWN SHOWN IN THE CHART BELOW IN THE CHART BELOW IN THE CHART BELOW 4 �4 LOOP PANEL CONTROLLER FUNCTION TIMING LOOP PANEL CONTROLLER FUNCTION TIMING 5 � 5 LOOP N0. DETECTOR N0. LOOP N0. DETECTOR N0. TERMINALS FEATURE TIME(SEC) TERMINALS FEATURE TIME(SEC) 6 � 6 ADD JUMPERS FROMe L 1 A, L 1 B 1 � 1 DELAY 1 5 NU L 1 7A, L 1 7B 1 7 NC Dept of Transportation L1A TO L2A, AND 1 A 7 S� 7 �1V1S1011 of Highways L1B TO �2B L2A, L2B � 2 S� 6 DELAY 3 NL1 L1 8A, L1 8B 1 8 8 � 8 lo/lo/zo16 Final.Dr win Date: 1 C L 3 A, L 3 B 3 9� 1 D E L A Y 1 5 N � L 1 9 A, L 1 9 B 1 9 � � 2 P E D DocuSigned �Y: g 2A L4A, L4B � 4 S� 2 NU L20A, L20B 20 10 S� 4 PED �� C�''"` 1 B L5A, L5B 5 9� 1 DELAY 1 5 N11 L21 A, �21 B 21 11 S� 6 PED ITS & Signals Unit NU L6A,L6B 6 N� L22A,L22B 22 12 �8 PED NU L7A,L7B 7 NU L23A,L23B 23 13 OLA NU L8A,L8B 8 NU L24A,L24B 24 T E M P 0 R A R Y D E S I G N 3 - S H E E T 1 0 F 2 DOCUMENT NOT CONSIDERED FINAL N U L 9 A, L 9 B 9 N U L 2 5 A, L 2 5 B 2 5 15 0 L C UNLESS ALL SIGNATURES COMPLETED N U L 1 0 A, L 1 0 B 1 0 N � L 2 6 A, L 2 6 B 2 6 16 0 L D �L�� S R 10 0 2 ( A v i a t i o n P a r k w a y) S E A L N U L 1 1 A, L 1 1 B 1 1 N U L 2 7 A, L 2 7 B 2 7 ��I�� ,. ., ,.......... 6A L1 2A, L1 2B � 1 2 S� 6 NU L28A, L28B 28 ;�o`��••CAR��'��°: Prepared For: � .` ,�rig ys SR 3084 ( Evans Road ) =��SS,°"9��q ' and SQfr ee I�OL�ii�`7 � s� ; Q NU L1 3A, L1 3B � 1 3 L29A, L29B � 29 � w�,�a�o� �� SEA� NU L14A,L14B 14 NU L30A,L30B 30 � � �� p� Division 5 Wake County Morrisville 032607 Pi_ANs PREPARE� iN rHE oFFicE oF� � o �� p S L P H I L L I P S �' , s�'••. Nci NE�.•••'' �; . 8 A L 1 5 A, L 1 5 B 1 5 � 8 N U L 3 1 A, L 3 1 B 3 1 . � o PLAN DATE: A r i 1 2 0 1 6 REVIEWED BY: � F � c NU L1 6A, �1 6B 1 6 NU �32A, L32B 32 �� r�, .o PREPARED BY: T�C�E L,PH��''' KIm �� HOr� �� ' SP PENNINGTON �''• , ...... ,��'� REVIEWED BY: . NC License #F-0102 4l p�� 4ap�� S�'�� REVISIONS INIT. DATE DocuSignedby • .••'' `�4na eme"�ti � 9/22/201 � D e t e c t ot' T y p e — G 421 Fayetteville Street, Suite 600 g _ 7f� � 750 1V. Greenfield Pkwy, Garner,lVC 27529 �Beo��3'� Raleigh, NC 27601 oArE -� Detector Type — N ��i�� 5i7-?000 sic. tNVENroRv No. 05 -1533T3 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � � � N � c.0 O N � H f� � L(� � Ln O � � C � .� N � � C � � v N � � 0 C � N � C O � � � 0 � � T � 3 � � 0 � � � � .� U U � C O � � c .� � � a c 0 � � � � a 0 � � 0 N \ N \ m PROJECT REFERENCE N0. SHEET N0. U-5828 SIG. 13 ECONOLITE ASC/3-2070 SPECIAL MMU PROGRAMMING E C 0 N 0 L I T E AS C/ 3- 2 0 7 0 0 V E R LA P P R 0 G RAM M I N G D E TA I L (program controller as shown) (program controller as shown) 1. From Main Menu select 1. CONFIGURATION 1. From Main Menu select 2. CONTROLLER 2. From CONFIGURATION Submenu select 4. PORT 1(SDLC) 2. From CONTROLLER Submenu select 2. VEHICLE OVERLAPS 3. From PORT 1(SDLC) Submenu select 2. MMU PROGRAM OVERLAP A MMU PROGRAM [ MANUAL] Select TMG VEH OVLP [A] and 'PPLT FYA' CH 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 TMG VEH OVLP...[A] TYPE: .....PPLT FYA 1 X X PROTECTED PHASE (LEFT TURN)......... 1 2 . . . X . . . . . . X . . . PERMISSIVE PHASE (OPPOSING THRU).... 2 3 . . . . . . . . . . . . . FLASHING ARROW OUTPUT.....CH13 ISOLATE 4 . . . . . . . , . , . . DELAY START OF: FYA..0.0 CLEARANCE..0.0 5 . . . . . . . . . . . ACTION PLAN SF BIT DISABLE........... 0 6... X 7 . . . . . . . . . 8 . . . . . . . . END PROGRAMMING g . . . . . . . 10 . . . . . . 11 . . . . . 12 . . . . 13 . . . 14 . . 15 . END PROGRAMMING LOAD RESISTOR INSTALLATION DETAIL (install resistors as shown) THIS ELECTRICAL DETAIL IS FOR NC Dept of Transportation ACCEPTABLE VALUES PHASE 1 RED FIELD THE SIGNA� DESIGNe (�5-1533T3 �1V1SlOn of Highways VALUE (ohms) WATTAGE TERMINAL (1R) DESIGNEDe APRIL 2�16 10/10/2016 ' �;9,Qd�,�wing Date : 1o5K — 1o9K 25W (min) SEALEDo 9/22/2(�16 2oPJK — 3oPJK 1(�W (min) PHASE 1 YELLOW FI REVISEDo N/A 169B4�... TERMINAL (1Y) ITS & Signals Unit AC— A REMOVE!!! T E M P 0 R A R Y D E S I G N 3 - S H E E T 2 0 F 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �L�� ,� �� S R 10 0 2 ( Av i a t i o n P a r kwa y) SEAL �� ............. .•''��N . �AR��i �''�. Prepared For: �� : �,.O��S S 1 pN' ��;. �ee,�o��oGs��ss SR 3084 (Evans Road) �� 9lq w SEAL ti�a� °�� Q 032607 �� Division 5 Wake County Morrisville �' ` PLANS PREPARED IN THE OFFICE OFo � o �� ' '• ' ' K■ � � � PLAN DATE: April 2016 REviEwEo ar: SL PHILLIPS '.�J�T�'FNGINEE�•'�Q��' II I II�� HO�� `1'•��,� `�.o'� PREPARED BY: SP PENNINGTON REVIEWED BY: �•;��E ��:�'� �� Cr��p �Qu� �titi DocuSigned by: �■.�..�• � • NC License#F-0102 41�� 4apent5�' REVISIONS INIT. DATE g/22/2016 421 Fa etteville Street, Suite 600 4nagem �� y--------------------------------------------------------------------------------- OCS7A59ED606437.-- Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 27529 DATE (919) 677-2000 SIG. INVENTORY N0. 05 -1533T3 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 C 0 � � � C C N a � 0 � � � � a � 0 0 � � 0 � N N � � PHASING DIAGRAM TABLE OF OPERATION PHASE SIGNAL � � � � � � � � F FACE 1 1 2 2 3 3 4 4 A 5 6 5 6 7 8 7 8 S H 11, 12 -- -- -f� -f� -F� -f� -f� -f� -f� 21 R R G G R R R R Y 22 R R G G R R R R Y 31 -F� -f� -f� -f� -- -- -Y � -F� 41 R R R R R R G G R 42 R R R R R R G G R 51 -- -f� -- -F� -F� -f� -F� -F� -F� 61, 62 R G R G R R R R Y 71 -F� -f� -F� -f� -- Y -- � -F� 81 R R R R R G R G R g2 R R R R R G R G R P21, P22 DW DW W W DW DW DW DW DRK P41, P42 DW DW DW DW DW DW W W DRK P62, P62 DW W DW W DW DW DW DW DRK P81, P82 DW DW DW DW DW W DW W DRK SIGNAL FACE I.D. Heads L.E.D. . � � „O O 12 O 12 � O �2�, O O O G METAL POLE #1 NCDOT STD: S30L1 _ � �, r / / / PHASING DIAGRAM DETECTION LEGEND / - - - - - - - - - - - - - - - - - - - - - � H DETECTED MOVEMENT I- � UNDETECTED MOVEMENT OVERLAP _� SR 1002 � � � - (Aviation Parkway) � UNSIGNALIZED MOVEMENT � - - � PEDESTRIAN MOVEMENT ------------------ +2o Grade 4 � � 5 MPH � �� TIMING CHART ASC/3-2070LN2 CONTROLLER PHASE �J1 f�2 PJ3 �4 �J5 PJ6 Ql7 PJ8 MINIMUM GREEN * 7 sEc. 1 2 SEC. 7 SEC. � 2 SEC. 7 sEc. 1 2 SEC. 7 sEc. 1 2 SEC. VEHICLE EXT. * 2. � SEC. C. O SEC. 2. O SEC. 2. O SEC. 2. O SEC. F. O SEC. 2. O SEC. 2. O SEC. DELAYED G REEN.* - SEC. 5. O SEC. - SEC. - SEC. - SEC. - SEC. - SEC. - SEC. YELLOW CHANGE INT. 3. O SEC. 4. 3 SEC. 3. O SEC. 4. 7 SEC. 3. O SEC. 4. 7 SEC. 3. O SEC. 4. 7 SEC. RED CLEARANCE 3. 9 sEc. 2. 3 sEc. 3. 4 sEc. 2. 2 sEc. 3. 8 sEc. 2. 2 sEc. 3. 6 sEc. 2. 2 sEc. MAX. 1* 3 O SEC. g O SEC. 3 O SEC. 2 O SEC. 2 O SEC. g O SEC. 2 O SEC. 2 O SEC. RECALL POSITION NONE MIN. RECALL NONE NONE NONE MIN. RECALL NONE NONE LOCK DET. OFF ON OFF OFF OFF ON OFF OFF WALK * - SEC. 7 SEC. - SEC. 7 SEC. - SEC. 7 SEC. - SEC. 7 SEC. PED.CLEAR - SEC. 2 g SEC. - SEC. 2 7 SEC. - SEC. 2 6 SEC. - SEC. 2 2 SEC. VOLUME DENSITY OFF ON OFF OFF OFF ON OFF OFF ACTUATION B4 ADD * - VEH. � VEH. - VEH. - VEH. - VEH. � VEH. - VEH. - VEH. SEC. PER ACTUATION * - SEC. 2, 5 SEC. - SEC. - SEC. - SEC. 2, 5 SEC. - SEC. - SEC. MAX. INITIAL * - sEc. 3 4 SEC. - SEC. - SEC. - SEC. 3 4 SEC. - SEC. - SEC. TIME 64 REDUCTION * - sEc. � 5 SEC. - SEC. - SEC. - SEC. � 5 SEC. - SEC. - SEC. TIME TO REDUCE * - sEc. q 5 SEC. - SEC. - SEC. - SEC. 4 5 SEC. - SEC. - SEC. MINIMUM GAP - SEC. 3, Q SEC. - SEC. - SEC. - SEC. 3, � SEC. - SEC. - SEC. DUAL ENTRY OFF OFF OFF ON OFF OFF OFF ON SIMULTANEOUS GAP ON ON ON ON ON ON ON ON * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what is shown. Min Green for all other phases should not be lower than 4 seconds. METAL POLE #4 NCDOT STD: S35L1 12" ---- �; - 1 6 " LOOP & DETECTOR INSTALLATION CHART ASC/3-2070LN2 CONTROLLER w/ TS-2 CABINET INDUCTIVE LOOPS DETECTOR UNITS SIZE DIST. FROM 3 Z NEMA 3? TIMING DET. LOOP N0. �ft) STOPBAR TURNS Z` pHASE z N TYPE (ft) w W FEATURE TIME �sec � 1A 6X40 0 2-4-2 X- 1 - X - - S 1B 6X40 0 2-4-2 X- 1 - X - - S 1C 6X40 0 2-4-2 X- 1 - X DELAY 15 S 2A 6X6 300 6 X- 2 - X - - N 3A 6X40 0 2-4-2 X- 3 X- DELAY 15 S 8 X - - - S 4A 6X40 0 2-4-2 X- 4 - X - - S 4B 6X40 0 2-4-2 X- 4 X- - - S **4C 5X6 0 DIAGONAL X- 4 X- - - S 5A 6X40 0 2-4-2 X- 5 X- - - S 56 6X40 0 2-4-2 X- 5 X- DELAY 15 S 6A 6X6 300 6 X- 6 - X - - N 7A 6X40 0 2-4-2 X- 7 X- DELAY 15 S q X - - - s 8A 6X40 0 2-4-2 X- 8 - X - - S 8B 6X40 0 2-4-2 X- 8 - X - - S S1 6X6 +220 6 X- S Y S X- - - N S2 6X6 +220 6 X- S Y S X- - - N �er sensmviry ro appropnaTe ievei ro aerea pirycies METAL POLE #2 NCDOT STD: S35L1 � �\ - - - - - - - - - - - - -,_ _ _ - - - - SR 1002 (Aviation Parkway) METAL POLE #3 NCDOT STD; S30L1 NC Dept of Transportation Division of Highways 10/10/2016 Fir�a]��9Dd�wing Date: � v_ - 1.698466627AA49A,-.. ITS & Signals Unit PLANS PREPARED IN TI-IE OFFICE OF� Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 677-2000 UPGRADE 8 Phase ' Fully Actuated (Cary Signal System) 1. Refer to "Roadway Standard Drawings NCDOT" dated January 2012, "Standard Specifications for Roads and Structures" dated January 2012, and all applicable sections of the latest version of the generic Project Special Provisions. The PSP can be accessed at the following website: https://connect.ncdot.gov/resources/safety/Pages/ITS-Design-Resources.aspx 2. Do not program signal for late night flashing operation unless otherwise directed by the Engineer, 3. Phase 1 and/or phase 5 may be lagged. 4. Phase 3 and/or phase 7 may be lagged. 5. Reposition existing signal head 81 and 82. 6. Set all detector units to presence mode. 7. Omit "WALK" and flashing "DON'T WALK" with no pedestrian calls. 8. Program pedestrian heads to countdown the flashing "Don't Walk" time only. 9. Maximum times shown in timing chart are for free-run operation only. Coordinated signal system timing values shall supersede these values. 10. Cary signal system data: Fiber channel #: 17. 11. Pedestrians pedestals are conceptual and shown for reference only. See sheet P1-P3 for pushbuttons locations details. 12. Paint new bicycle markings (as shown on page 9C.05 of the 2009 edition of the MUTCD) in the center of loop 4C. LEGEND Traffic Signal Head Modified Signal Head Sign Pedestrian Signal Head With Push Button & S1gn Type I Pushbutton Post Type II Signal Pedestal Metal Strain Pole � Inductive Loop Detector Controller & Cabinet Junction Box 2-�n Underground Condu�t N/A Right of Way with Marker � Directional Arrow Street Sign (D3-1) "U-TURN YIELD TO RIGHT TURN" S i gn ( R 10-16 ) Right Arrow "ONLY" Sign (R3-5R) EXISTING DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 � a � 0 o; � 0 N \ N \ m E D I M 0 D E L M M U 2- 1 6 L E i p PROJECT REFERENCE N0. SHEET N0. UNIT OPTIONS NOTES u-5s2s s�G. 15 MALFUNCTION MANAGEMENT UNIT PROGRAMM I NG DETAI L OPTION SETTING 1. To prevent "f I ash—conf I � ct" prob l ems, w � re a I I unused I oad swi tches to -f I ash red. Ver i fy that s i gna I heads -F I ash i n (program card and tables as shown) RECURRENT PULSE oN accordance w i th the s i gna I p I ans . S I GNAL H EAD HOOK - U P CHART WALK DISABLE OFF LOG CVM FAULTS oN 2. To prevent red fa i I ures on unused mon i tor channe I s, t i e PHASE 1 2 3 4 5 6 7 g 2 4 6 8 OLA OLB OLC OLD FIELD CHECK ENABLE EXTERN WATCHDOG oFF PED PED PED PED DUAL IND ENABLE 24V-2-12VDC oFF unused I oad sw i tch red outputs 1 3 and 1 5 to I oad 0 0 0 0 0 0 0 0 0 0 0 0 o SW i tCh AC+ by i nsert i ng a j umper p I ug i n the unused I OCId SIGNAL * * P21 P41 P61 P81 * * i z 3 4 � sJ � s 9 im i� iz ia i4 i5 is PGM CARD MEMORY ON 11,12 82 21,22 22 31 41,42 42 51 61,62 71 81,82 9 9 9 9 NU 31 NU 71 —o 0 0 0 0 0 0 0 0 0 0 o RED FAIL ENABLE SW i tCh socket -from p i n 1( LS AC+) t0 p i n 3( RED Ol.lt ). Make HEAD N0, P22 P42 P62 P82 0 0 0 0 !� 0 0 0 0 0 o LED guard ON z o o�� o o:J o 11 a o 0 0 o CHANNEL ENABLE/ FORCE TYPE 16 oFF sure a I I f I ash transfer re I ays are i n p I ace. NUMBER DISABLE RED 2R � 4R 6R � 8R s 4 5 6 �� 9 a� iz s� 15 � TYPE12-SDLC OFF 0 0� o � o� o � o� 1 ENABLE VM 3x/Day Latch ON 3. Progrom phoses 4 and 8 for Cil_1Cl � entry. 4 0 0�� o � o � o � o � 2 ENABLE YELLOW 2Y 4Y 6Y � 8Y 0 0 0 0 0 0 0 0 0 o P1 3 ENABLE 5-0 0 0 � o 0 0 0 0 0 0 4 ENABLE FLASHING YELLOW ARROW 4. Program contro I I er to start up i n phase 2 Wa I k and 6 Wa I k. GREEN 2G 4G 6G 8� s � a� ie ii z�� i5 s 5 ENABLE CONFIG MODE B °° ° °°°°° 6 ENABLE 5. Set ower-u f I ash t i me to 1 0 seconds and i m I ement on the 0 0 0 0 0 o ENABLE CHANNEL PAIR, FYA P P p RED ? 8 9 1m 11 lz 13 14 15 16 7 DISABLE Ma I funct i on Mana ement Un 1 t. Set contro I I er ower-u ARROW 1R 5R 14R 16R 0 0 0 0 0 o CH 1-13 OFF 9 P p 0 ^ 0 0 ^ 0 ^ ° 8 ENABLE CH 3-14 ON f � C7Si1 t i me t0 0 seconds. 8 0 ✓ 0 12 0 ✓ o ✓ o - 9 ENABLE cH 5-15 oFF YELLOW 1Y 1Y 3Y 5Y 5Y 14Y 16Y 0 0 0 0 0 o ARROW 9 i� i� iz is i4 i5 is 10 ENABLE CH 7-16 ON 6. Enab l e s i mu I taneous gap-out -Feature f01' Cl � � phases. 0 0 0 0 0 o FLASHING 0 !� 0 0 !� 11 ENABLE RED/YEL INPUT ENABLE YELLOW 14G 16G 1� o✓ 0 14 0✓ 12 ENABLE � - 8, 6 5 4 3 2 1 cH 1 OFF 7. Program detectors 1 n accordance w i th the manufacturer S ARROW MINIMUM o 0 0 0 0 0 0 0 13 DISABLE ii 12 s° 15 s CH 3 ON i nstruct i ons t0 CJCCOf71jJ I I Sil the detect i on schemes ShOWI`1 Of 1 GREEN — O o O o o YELLOW o 0 o O o 0 o O CHANGE o 0 0 0 14 ENABLE CH 5 OFF the s i gna I des i gn p I ans. ARROW 1G 1G 3G 3G 5G 5G 7G iz s ia 5 16 DISABLE o 0 0 0�� P2 15 DISABLE CH 7 ON — o 0 16 15 14 13 12 11 le 9 ° ° � MINIMUM FLASH TIME o 0 0 0 16 ENABLE FLASH RATE FAULT ON 8. Pf'O ram detector CCJ � � de I a and extens i on t i m i n OI-1 ti�le 13 ,4 15 ,6 ��o �0 9 y 9 9R 1PJR 11R 12R -° °° 8 4 2 1 � FYA TRAP DETECT oN contro I I er, un I ess otherwi se spec 1 f i ed. � 24 V LATCH ENABLE � 14 15 16 CVM LATCH ENABLE � � 9. Set all detector card unit channels to "presence" mode. 9G 1�G 11G 12G a 15 16 � —o MMU PROGRAMMING NOTE 1 0. Program phases 2 and 6-for vo I ume dens i ty operat i on. NU = Not Used ENSURE YELLOW CHANGE P�US RED CLEARANCE MONITORING � Denotes install load resistoro See Load Resistor M M U P R 0 G R A M M I N G C A R D IS ENABLED FOR ALL CHANNELSo Installation Detail on sheet 30 11. The cabinet and controller are a part of the Cary DETECTOR RACK SET - UP DETAI L S i gna I System. * see p 1 ctor i a l of head w1 r i ng deta � � th � s sheet. INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. PARTICULAR DETECTOR CHANNELS WILL CALL PHASES INDICATED. EQUIPMENT INFORMATION FYA SIGNAL WIRING DETAIL CH1 CH1 CH1 CH1 CH1 CH1 CH1 CH1 L 3 � 1 L 7 L 5 L 1 1 L 9 � 1 5 L 1 3 C 0 N T R 0 � L E R .............. 2 0 7 0 L N 2 (wire signal heads as shown) S S S CABINET ................NC-8 TS-2 � 1 �6 1 �6 4 �6 3 �6 4 � 5 �6 8 � 7 L � L 0 0 0 SOFTWARE ...............ECONOLITE ASC/3-2070 R�CK T T T CAB I NET MOUNT. .......... BASE OLB RED (14R) � OLD RED (16R) � #1 BIU LOADBAY POSITIONS.......16 CH2 CH2 CH2 CH2 CH2 CH2 CH2 CH2 E E E LOAD SW I TCHES USED ...... �+ 2+ 3+ 4, 5+ 6, 7, 8+ g+ 1 0+ � �, � 2+ � 4, � 6 OLB YELLOW (14Y) � OLD YELLOW (16Y) � L4 L2 L8 L6 L12 L10 L16 L14 P P P PHASES USED .............1,2.2PED,3.4,4PED,5,6,6PED.7,8.8PED � 2 � � � 4 � 8 � 6 � 5 � 8 � 4 T T T OL A . . . . . . . . . . . . . . . . . . . . . N OT U S E D OLB GREEN (14G) � OLD GREEN (16G) � � � Y Y Y OLB .....................� OL C . . . . . . . . . . . . . . . . . . . . . N OT U S E D PJ3 GREEN (3G) � m7 GREEN (7G) � OLD .....................� CH1 S L17 S S S S S S S S S � See overlap programming detail on sheet 2 31 71 �- �S1 � � � � � � � L L 0 0 0 0 0 0 0 0 0 0 RRCK T � T T T T T T T T T LOAD SWITCH #2 BI� E �H2 E E E E E E E E E 1�lOTE ASSIGNMENT DETAIL M L � 8 M M M M M M M M M B E S U R E T 0 P R 0 G R R M D E T E C T 0 R (program controlter according to P P P P P P P P P P T �S2 T T T T T T T T T TYPES AND TIMERS (EXTEND schedule in chart below) Y � Y Y Y Y Y Y Y Y Y AND DELAY)AS SHOWN ON THE SIGNA� PLANSa LOAD SWITCH FUNCTION NUMBER PROGRAM CONTROLLER DETECTORS PROGRAM CONTRO�LER DETECTORS 1 �1 THIS ELECTRICAL DETAIL IS FOR WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE WIRE LOOPS TO TERMINALS ACCORDING TO THE SCHEDULE 2 �2 THE SIGNAL DESIGNe PJ5-1533 ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW ON LOOP PANEL AS SHOWN SHOWN IN THE CHART BELOW 3 �3 DESIGNEDe APRIL 2PJ16 IN THE CHART BELOW IN THE CHART BELOW CONTROLLER TIMING CONTROLLER TIMING 4 � 4 SEALEDo 9/22/2PJ16 LOOP N0. LOOP PANEL DETECTOR N0. FUNCTION LOOP N0. LOOP PANEL DETECTOR N0. FUNCTION R E VIS E Do N/ A TERMINALS FEATURE TIME(SEC) TERMINALS FEATURE TIME(SEC) 5 � 5 1A L1A,L1B 1 � 1 S1 L17A,L17B � 17 SYSTEM 6 9�6 1 B L2A, L2B 2 � 1 S2 L1 8A, L1 8B � 1 8 SYSTEM 7 S� 7 1C L3A,L3B 3 � 1 DELAY 15 NU L19A,L19B 19 g �6g NC Dept of Transportation 2A L4A,L4B � 4 9�2 NU �20A,L20B 20 9 �2 PED �1V1S10f1 of Highways ADD JUMPERS FROM: L5A, L5B 5 � 3 DELAY 1 5 NU L21 A, L21 B 21 10 S� 4 PED F'r��;9,��,�wing Date: 10/10/2016 L5A TO L6A, AND 3 A "�'""1 U� �5B To �6B L6A, L6B 6 � 8 N�1 L22A, L22B 22 11 S� 6 PED 4A L7A, L7B 7 �6 4 NL-1 L23A, L23B 23 12 � 8 PED ITS & Signals Unit 4B L8A,L8B 8 ¢ 4 NU L24A,L24B 24 13 OLA 5A �9A,�9B 9 � 5 N� L25A,�25B 25 14 OLB FINAL DESIGN - SHEET 1 OF 3 DOCUMENTNOTCONSIDEREDFINAL 5 B L 1 0 A, L 1 0 B 1 0 � 5 D E L A Y 1 5 N U L 2 6 A, L 2 6 B 2 6 15 0 L C UNLESS ALL SIGNATURES COMPLETED 4 C L 1 1 A, L 1 1 B 1 1 � 4 N U L 2 7 A, L 2 7 B 2 7 16 0 L D �L�� S R 10 0 2 ( A v i a t i o n P a r k w a y) S E A L II�1C°J[[°'.�I1L� ]F�1[�; 6A L1 2A, L.1 2B � 1 2 S� 6 NU �28A, L28B 28 at ,,.�•�N��CARO��'•., L13A,�13B 13 � 7 DELAY 15 N� �29A,L29B 29 rre�areaFor. ��°�oFE io;i;••�'q�°; ADD JUMPERS FROMo ; � ,.• SS �„gandS4frys SR 3127 (McCrimmon Parkway) / .� q�.. 9 ¢e aOG�'G7 s : Q L13A TO L14A AND 7A �� w SR 3084 ( Evans Road ) L13B To L14B L14A,L14B 14 � 4 NU L30A,L30B 30 fi�� `� SEAL w a� °co c� 8A L1 5A, L1 5B 1 5 � 8 NU L31 A, L31 B 31 d� �� Division 5 Wake County Morrisville 032607 Pi_ANs PREPARE� iN rHE oFFicE oF� �, o �� 8B L1 6A, L1 6B 1 6 � 8 NU L32A, L32B 32 ■ ` � � PLAN DATE: April 2016 REviEwEo ar: SL PHILLIPS `:,.,r�,'FNGINEE�•'�Q�;' KI 1 1 I I�� / H O 1� `1'•��,� `� . o'� PREPARED BY: S P P E N N I N G T O N REV IEWED BY: ��'�C�E L, P��'�� NC License #F-0102 ��4s�p �� ap�� S�'��~ REVISIONS INIT. DATE DocuSigned�iy!..........•'' 421 Fayetteville Street, Suite 600 �4nageme"�ti ��c��p�- 9/22/201 � Detector T e- N � f y, y P Raleigh, NC 27601 750 1V. Green ield Pkw Garner,lVC 2%SZJ �C87A59FD60R437 DATE (919) 617-?000 SIG. INVENTORY N0. 05 -1533 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF96E50D1 v 0 0 0 � T 3 � 0 0 � I J a � Y C O � � c .� � � a c 0 � � � � a � 0 � � 0 N � N \ m PROJECT REFERENCE N0. SHEET N0. U-5828 SIG. 16 ECONOLITE ASC/3-2070 OVERLAP PROGRAMMING DETAIL (program controller as shozvn) �. From Ma i n Menu se � ect 2. CONTROLLER ECONOL I TE ASC / 3- 2070 SPECIAL MMU PROGRAMM I NG (program controller as shown) 2. From CONTROLLER Submenu select 2. VEHICLE OVERLAPS 1. From Main Menu select 1. CONFIGURATION OVERLAP A 2. From CONFIGURATION Submenu select 4. PORT 1(SDLC) lect TMG VEH OVLP [A] and 'PPLT FYA' 3. From PORT 1(SDLC) Submenu select 2. MMU PROGRAM TMG OVLP...[A] TYPE: .....PP FYA PROTECTED P ( LEFT TUR . . . . . . . . . 1 CAUT I Of� ! PERMI SS I VE PHASE PP NG THRU )•••• 2 R EMOVE ... � � � Set intersection to Fl�sh before attempting FLASHING ARROW 0 UT.. ..CH13 ISOLATE to enter or change �ny M MU progr�mming datao DELAY STAR F: FYA..0.0 CLE NCE..0.0 This programming and thdt of the MMU programming ACT I 0 LAN SF B I T D I SABLE ......... . 0 card must match exactlyo If they do not, the intersection will be placed into Flasho Toggle Once OVERLAP B MMU PROGRAM [ MANUAL] Select TMG VEH OVLP [B] and 'PPLT FYA' CH 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 TMG VEH OVLP...[B] TYPE: .....PPLT FYA 1 . . . . . X . . . . X X . . . PROTECTED PHASE (LEFT TURN)......... 3 2 . . . . . X . X . . X X . . PERMISSIVE PHASE (OPPOSING THRU).... 4 FLASHING ARROW OUTPUT.....CH14 ISOLATE 3 X. X. X... X X... 4 X. X. X. X. X X.. DELAY START OF: FYA..0.0 CLEARANCE..0.0 5 . . . . . . . X . . . ACTION PLAN SF BIT DISABLE........... 0 6 . . . . . X . X . . Toggle Twice 7 X. X... X.. 8 X. X. X. X. OV ERLAP D g ••••• X• Select TMG VEH OVLP [D] and 'PPLT FYA' 10 X. X. X. 11 . . . . . TMG VEH OVLP...[D] TYPE: .....PPLT FYA 12 X . X . PROTECTED PHASE (LEFT TURN)......... 7 13 .. PERMISSIVE PHASE (OPPOSING THRU).... 8 14 X. FLASHING ARROW OUTPUT.....CH16 ISOLATE 15 . DELAY START OF: FYA..0.0 CLEARANCE..0.0 ACTION PLAN SF BIT DISABLE........... 0 END PROGRAMMING END PROGRAMMING NC Dept of Transportation THIS ELECTRICAL DETAIL IS FOR Divis�on of Highways lo/lo/zo16 THE SIGNAL DESIGNo �5-1533 ' ��,�;9��,r�wing Date : A�� DESIGNEDo APRIL 2�16 y� SEALEDe 9/22/2P16 169B4666274A494... ITS & Signals Unit REVISEDo N/A F I N A L D E S I G N - S H E E T 2 0 F 3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �L�� S R 10 0 2 ( A v i a t i o n P a r k w a y) SEAL II�1C°J[[°'.�I1L� ]F�1[�; �.......... a t ,...•��, CARp� •••..,. Prepared For: :'• 0� O��S $ I QN'/�q �; �„gandS4fry SR 3127 (McCrimmon Parkway) / �� 'ql� fi�,�ee o� aou��a � ss� 'Q w a� �'�� SR 3084 ( Evans Road ) SEAL � a� � �� p 032607 PI_ANS PREPARED IN THE OFFICE OF� � o � � Division 5 Wake County Morrisville , �., r' �. . . ■ � � PLAN DATE: A pril 2016 REviEwEo ar: SL PHILLIPS ';J` �'FN�INEE�•' �;'� KI 1 1 I I�� H O 1� `1'��,� `� o'� PREPARED BY: S P P E N N I N G T O N REV IEWED BY: ��C�E L, P��`�� NC License #F-0102 ��4s�p �� ap��tiS�'��~ REVISIONS INIT. DATE DocuSignedb�!••••••••••' 9 22 2016 `�4nageme"� ��/� � � 421 Fayetteville Street, Suite 600 _____________________________________________________________________ Raleigh, NC 27601 750 1V. Greenfield Pkwy, Garner,lVC 27529 oc��assFnsoRas� DATE (919) 617-?000 SIG. INVENTORY N0. 05 -1533 ; DocuSi n Envelo e ID: DDF446A1-D787-4E84-82FO-3DOFF9BE50D1 — — -- — 9 p - c � � �i � c9 O N M � � I � O N � C � .� N � � C � � v N � � 0 C � N � C O � � � � L � T � 3 � � � n c 0 � � .� U U � v 0 0 � 0 N � T � 3 � � O � � Y C O � � C .� C N a c 0 � � � � a rn 0 0 m � 0 N N N \ � DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 � 0 N � N \ � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 INSTALL REA, PE — 22, SHIELDED, TWISTED PAIR COMMUNICATIONS CABLE INSTALL REA, PE — 38, (FIGURE 8) SHIELDED, TWISTED PAIR COMMUNICATIONS CABLE INSTALL REA, PE — 39, (UNDERGROUND) SHIELDED, TWISTED PAIR COMMUNICATIONS CABLE INSTALL SMFO CABLE INSTALL MMFO CABLE INSTALL FIBER OPTIC DROP CABLE INSTALL TRACER WIRE TRENCH OR PLOW INSTALL PVC CONDUIT INSTALL RIGID, GALVANIZED STEEL CONDUIT INSTALL RIGID, GALVANIZED STEEL RISER WITH WEATHERHEAD INSTALL RIGID, GALVANIZED STEEL RISER WITH FIBER OPTIC CABLE SEAL INSTALL OUTER—DUCT POLYETHYLENE CONDUIT INSTALL POLYETHYLENE CONDUIT DIRECTIONAL DRILL CONDUIT BORE AND JACK CONDUIT INSTALL CABLE(S) IN EXISTING CONDUIT INSTALL CABLE(S) IN NEW CONDUIT INSTALL CABLE(S) IN EXISTING RISER INSTALL CABLE(S) IN NEW RISER INSTALL CABLE(S) IN EXISTING CONDUIT STUB—OUTS INSTALL NEW CONDUIT INTO EXISTING CABINET BASE (USE EXISTING CONDUIT STUB—OUTS WHEN AVAILABLE) INSTALL NEW RISER INTO EXISTING CABINET BASE (USE EXISTING CONDUIT STUB—OUTS WHEN AVAILABLE) INSTALL NEW CONDUIT INTO EXISTING POLE MOUNTED CABINET INSTALL NEW RISER INTO EXISTING POLE MOUNTED CABINET TERMINATE COMMUNICATIONS CABLE ON EXISTING TELEMETRY INTERFACE PANEL IN TRAFFIC SIGNAL CONTROLLER CABINET INSTALL NEW TELEMETRY INTERFACE PANEL IN TRAFFIC SIGNAL CONTROLLER CABINET INSTALL INTERCONNECT CENTER, PATCH PANEL, JUMPERS AND FUSION SPLICE CABLE IN CABINET INSTALL UNDERGROUND SPLICE ENCLOSURE MODIFY EXISTING SPLICE ENCLOSURE INSTALL POLE MOUNTED SPLICE CABINET INSTALL BASE MOUNTED SPLICE CABINET REMOVE EXISTING SPLICE CABINET 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 INSTALL CABINET FOUNDATION REMOVE EXISTING CABINET FOUNDATION INSTALL CCTV CAMERA ASSEMBLY INSTALL CCTV CAMERA WOOD POLE INSTALL CCTV CAMERA METAL POLE AND FOUNDATION INSTALL JUNCTION BOX INSTALL OVERSIZED JUNCTION BOX REMOVE EXISTING JUNCTION BOX INSTALL WOOD POLE REMOVE EXISTING WOOD POLE INSTALL AERIAL GUY ASSEMBLY INSTALL STANDARD GUY ASSEMBLY INSTALL SIDEWALK GUY ASSEMBLY INSTALL MESSENGER CABLE REMOVE EXISTING COMMUNICATIONS AND MESSENGER CABLE REMOVE EXISTING MESSENGER CABLE INSTALL TELEPHONE SERVICE INSTALL CABLE STORAGE RACKS (SNOW SHOES) AND STORE 100 FEET OF CABLE INSTALL DELINEATOR MARKER STORE 30 FEET OF COMMUNICATIONS CABLE LASH CABLE(S) TO EXISTING SIGNAIICOMMUNICATIONS CABLE LASH CABLE(S) TO EXISTING MESSENGER CABLE LASH CABLE(S) TO NEW MESSENGER CABLE MODIFY EXISTING ELECTRICAL SERVICE INSTALL NEW ELECTRICAL SERVICE INSTALL NEW FIELD ETHERNET SWITCH BACK PULL EXISTING COMMUNICATIONS CABLE — FO FO — — TWIST PR — EXI EXI — — REM REM — �,.�.,.�.��,.�.,��.�.,.� ------------------ - DD — DD — B 8�J B 8�J NC Dept of Transportation Division of Highwa�s 1 /10/2016 Fi�o��9 D�b�wing Date : YI�","1 � � 'IRQRdRRF�7dOdQd ITS & Signals Unit �LANS PREPARED IN THE OFFICE OFo Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 C LEGEI�D NEW FIBER OPTIC COMMUNICATIONS CABLE NEW TWISTED PAIR COMMUNICATIONS CABLE EXISTING COMMUNICATIONS CABLE EXISTING COMMUNICATIONS CABLE TO BE REMOVED NEW AERIAL GUY ASSEMBLY NEW CONDUIT EXISTING CONDUIT NEW DIRECTIONAL DRILLED CONDUIT NEW BORED AND JACKED CONDUIT NEW JUNCTION BOX EXISTING JUNCTION BOX NEW WOOD POLE EXISTING SPLICE ENCLOSURE NEW SPLICE ENCLOSURE NEW METAL POLE EXISTING METAL POLE NEW CCTV ASSEMBLY NEW STANDARD GUY ASSEMBLY NEW SIDEWALK GUY ASSEMBLY NEW CABLE STORAGE RACKS (SNOW SHOES) EXISTING CONTROLLER AND CABINET EXISTING SPLICE CABINET NEW SPLICE CABINET SIGNAL POLE SIGNAL INVENTORY NUMBER C�11lSTR UCTI011t 1��TE SYMBOLOGY I�EY XX XX � INDICATES NUMBER OF CABLES, LOOPS, ETC. INDICATES NUMBER OF FIBERS PER CABLE, TWISTED PAIRS PER CABLE, ETC. INDICATES NUMBER OF RISER(S) /CONDUIT(S) INDICATES DIAMETER OF RISER(S) /CONDUIT(S) (INCH) NUMBER OF CABLE(S) NUMBER OF RISER(SyCONDUIT(S) XX �� NUMBER OF FIBERS�TWISTED PAIRS DIAMETER OF RISER(SyCONDUIT(S) (INCH) DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 � � � � � a � � U � � � .� U U � � � � 0 � � � 0 U � � � � C � � � C O � N � � L � T � 3 Y � � � C O E E .� U U � V O O O N � T � 3 � � O � � Y � a N Ql M � � 0 N \ N \ � EXISTING I\` � �� BOND RISER �� CABLE TO F � � , -- -- - _ — - 05-2033 EXI — = — — — —�— EXI ��-_ _--_–_----____ — — — ii� EXI `r� EXI �� EXI � � � �i EX �. .., I E X I � . .., i TO 05-12 8 0 V� � � %' � .• � �� /,� �� ' �� I I I I � i i i i NC Dept of Division of Transportation Highways Final Drawing Date: lo/lo/zo16 DocuSigned by: �%cr�-$� IT ignals Unit �LANS PREPARED IN THE OFFICE OFo Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 M � V � w w 2 � W u'i � w Z J 2 V � Q � DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 N I � V � H w w _ tn w w c� W Z J _ V H Q � � � � � � � a � U � I E .� U U � � C + � O � N � 0 U � � � � C � � � C O � N � � L4 T � 3 Y � � � C O E E .� U U � V O O O N � T � 3 � � O � � Y C O + � � .� � � a c 0 � � � � a M N Ql M � � 0 N \ N \ � NC Dept of Transportation Division of Highways 10/10/2016 Final Drawing Date: DocuSigned by: �9;�� IT ignals Unit �LANS PREPARED IN THE OFFICE OFo Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 12 ) EXISTING � \ \ � \ � � �, �_ � I �, \ \ � � � � \ DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 � � � � � � a � U � I E .� U U � � C + � O � N � 0 U � � � � C � � � C O � � � 0 L � T � 3 Y � � � C O E E .� U U � V O O O N � T � 3 � 0 0 � � Q � Y � 0 + � c c c � a c 0 � � � � a v N Ql M � � 0 N \ N \ � EXISTING TO 05-1550 -� EX I EX I EXISTI NG EXISTING •� EX I EX I EXISTING EXISTI NG � f� EXI EXI XI EXI SR 1002 (AVIATION PKW`�) EXISTING TO 05-1990 EXI EX �LANS PREPARED IN THE OFFICE OFo Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 NC Dept of Transportation Division of Highways 10/10/2016 Fir�a1S;9Daawing Date: _ Yl�i� C.)'''" ` 4$9846€6�74A494... ITS & Signals Unit DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 EXISTING SPLICE ENCLOSURE AT 05-2033 AI RP�RT BLVD. AN D McCRI M M�N PARKWAY C HAN N E L 26 � � � � � � a � U � I E .� U U � � C + � O � N � 0 U � � � � C � � � C O � N � � L � T � 3 Y � � � C O E E .� U U � V O O O N � T � 3 � � O � I J Q � Y � a � N Ql M m � 0 N \ N \ � 0� ' � N <-. O AND SFAL NEW SIGNAL CONTROLLER 05-1398 SP�ICE TRAY Transportation Highways Final . Drawing Date : lo/lo/zo16 DocuS�gned by: �9,�� ITS ignals Unit PLANS PREPARED IN THE OFFICE OFo Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 N EW SPLICE ENCLOSU RE N EAR 05-1533 EVANS RD. AT AVIATION PKWY C HAN N E L 26 EXISTI�IG CAB�E TO I N TERSECTI ON 05 15�4 (�VANS RD AND WESTON �KWY) 36 FIBE�S I�I 1 BUFFER -�;BE � � � � � � a � U � I E .� U U � � C + � O � N � 0 U � � � � C � � � C O � N � � L � T � 3 Y � � � C O E E .� U U � V O O O N � T � 3 � � O � � Y � a � N Ql M � � 0 N \ N \ � B�UE o�AN�- SP�ICE TRAY SP�ICE SP�ICE SP�ICE NC Dept of Transportation Division of Highways 10/10/2016 Final Drawing Date: DocuSigned by: �9,�� I ignals Unit �LANS PREPARED IN THE OFFICE OFo Kimley>>> Horn NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 B�UE I��W CAF��_� �ROM �_XISTING o�AN�� SP�ICE AT 05 155� (EVANS �C AT �REEN AVIATION PKWY) 36 FIBERS IN 1 BUFFER TUBE DocuSign Envelope ID: DDF446A1-D787-4E84-82F0-3DOFF9BE50D1 � � � � � � a � U � I E .� U U � � C + � O � N � 0 U � � � � C � � � C O � N � � L � T � 3 Y � � � C O E E .� U U � V O O O N � T � 3 � � O � � Y C O + � C C C N a c 0 � � � � a m N Ql M � � 0 N \ N \ � E�ISTING SPLICE ENCLOSURE 05-1533 EVANS RD. AT AVIATION PKWY C HAN N E L 17 NC License #F-0102 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 671-2000 � orn H � C � H z DHO� rn�� Hz-I=D =��nrn �z� V i � O O zHo�� H n=�z . D D C � H a � O ' Z., � m v m � �rn � Z �"� � � r � Z H � r = � n � 0 m C rn � N � z = H � � r C o � o -ml � D � O � H Z H r z r� 0 -rl � 0 � � � H � � C!� HEET 1 OF 3 1705D01 PUSHBUTTON PLACEMENT SEPARATE CURB RAMPS C&G EOP C&G EOP SIDEWALK CURB/PAVEN SIDEWALK CURB/PAVEh PUSHBUTTON PLACEMENT SHARED CURB RAMP C&G EOP C&G EOP NOTES 1. Pushbutton pedestals should not be located further than 10 -feet from the edge of curb. shoulder, or pavement. 2. The face of the pushbutton should be parallel to the applicable crosswalk. 3. Separate pushbuttons used on the same corner should be separated by a distance of at I east 1 0 feet. 4. Pushbuttons shall be installed adjacent to a level surface with a maximum reach distance of 1 0 i nches . 5. Maintain 4 feet of clearance around pedestal if located in sidewalk. 6. Refer to sect i on 1 705 of the 2012 NCDOT Roadway Standard Drawings for Pushbutton Assembly details. 7. Refer to sect i on 1 743 of the 2012 NCDOT Roadway Standard Drawings for Pedestal details. 8. Contact Division Traffic Engineer for pushbutton location approval prior to installation. 9. Curb ramps are for symbolic use only and may not reflect actual design or field conditions. PROPOSED LEGEND Signal Pole Type [ Pushbutton Post Type [1 Signal Pedestal Pushbutton 8 Sign Pedestrian Signal Head Curb Ramp Pushbutton Location Area z o� � � QQ� . z�=v H �. ��z ��_ wQz�= I-U�O� �=~zw ��J � � � � � z ,j r � i--i ' �� W � � � z 0 H � o� a O V L.L � � J z J �Za Q O � � H w 0 � � J � � H m z Q = w � N � w � w � a U a = J � Z � H � J � z �C W � � W � W a SHEET 1 OF 3 1705D01 C � � ti t9 O Q O N � � C .3 � L � � O � � C O .� N � C � .� � � O C � N � � O C � � i,-� ' _ .. � � � � H Q^ � � O � N ln I q'S O C�ln � � H � Q -- � I �F °- t9 • • N N ln L � orn H � C � H z DHO� rn�� Hz-I=D =��nrn V �z� i � O O zHo�� H n=�z . DD � -< H a � O � Z., � m v m � �rn �p z H � � r � Z H � r = � � � o m C rn � N � z = H � � r C o � o -ml � D � O � H Z H r z r� � � � 0 � � � �"� O � C!� HEET 3 OF 3 1705D01 BACK OF SIDEWALK IS WITHIN 10' OF CURB OR PAVEMENT/SHOULDER PUSHBUTTON PLACEMENT IN LARGE "PORK CHOP ISLAND" WITH SEPARATE PEDESTALS TYPICAL PUSHBUTTON LOCATIONS (CASE III SHARED CURB RAMPS GRASS STRIP PLACEMENT IF BACK OF SIDEWALK EXCEEDS 10' FROM CURB OR PAVEMENT/SHOULDER PUSHBUTTON PLACEMENT IN WIDE SIDEWALK (CORRESPONDING PUSHBUTTONS AND SIGNAL HEADS ON DIFFERENT PEDESTALS) TRAFFIC ISLAND PUSHBUTTON LOCATIONS PUSHBUTTON PLACEMENT IN SMALL "PORK CHOP ISLAND" WITH SHARED PEDESTAL PUSHBUTTON PLACEMENT IN MEDIAN TYPE II PEDESTAL (FOR STAGED OR MUL PHASE CROSSING) TYPE I PEDESTAI (FOR COMPLETE CROS CURB TO CURB WI" OPTIONAL REFUGE) PUSHBUTTON PLACEMENT WITH SHARED TYPE II SIGNAL PEDESTAL AND TYPE I PUSHBUTTON POST PROPOSED LEGEND ❑O Signal Pole � Type 1 Pushbutton Post O Type 11 Signal Pedestal I— Pushbutton � Sign �-� Pedestrian Signal Head /Q� Curb Ramp � Pushbutton Location Area z o� � � QQ� . z�=v H �. ��z oo�= wQz�= I-U�O� �=~zw ��J � � � � � z ,j r ~ H � � � � W � � � z 0 H � o� a o v � O � J z J �Za Qo� � H w o � o J � � H m z Q = w � N � w � w � a U a = J � Z � H � J � z �C W � � W � W a SHEET 3 OF 3 1705D01 DIVISION 13 WIND ZONE 4 & 5 DIUISION 14 WIND ZONE 4 & 5 WIND ZONE WIND ZONE 2 WIND ZONE 3 WIND ZONE 4 WIND ZONE 5 P�epo�ed i n the Of f i ces of: �obility o�d �`°(� oO� � � Q� a�� oJ" '�� °� `�� Q`�� < � o � ,. o � � o j. 1--- a , � s. � � Qv. � .9�0% o� �� Q SeG,��o �esign 750 N. G�eenfield Pkwy, Gorner, NC 27529 DIVISION 11 WIND ZONE 4 & 5 WIND ZONE LEGEND (140 mph) (130 mph) (110 mph) (90 mph) (120 mph) DIVISION 9 WIND ZONE 4 V 1 V 1� 1 UIV � L �f UNION j ANSON '� � WIND ZONE 4 : � � Special Wind Zone Coastal Region Eastern Region Central & Mtn. Region �-----------L•-----•-- DIVISION 10 DIVISION 7 WIND ZONE 4 '.; COTLAND ��.� WIND ZONE 4 DIVISION 8 WIND ZONE 4 Special Wind Zone °°°°°°°°°°° oaa0000a000 Designed in conformance with the latest 201 S Interim to the 6th Edition 2013 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals DRA WI111 G 11t UMBER Sig. M sig. M S2g'. M Sig. M Sig. M Sig. M Sig. M Sig. M 1 2 3 4 5 6 7 8 I1�DEX OF PLA 1�S DESCRIPTI0111 Statezvide Wind Zone Map Typical Fabrication Details—All Metal Poles Typical Fabrication Details—Strain Poles Typical Fabrication Details—Mast Arm Poles Typical Fabrication Details—Mast Arm Connection Typical Fabrication Details—Strain Pole Attachments Construction Details—Foundations Standard Strain Pole Foundation—All Soil Conditions DIVISION 5 WIND ZONE 4 � � COLUMBUS . DIVISION 6 WIND ZONE 3 DIVISION 4 WIND ZONE 3 �- �-.--.� �---�«-: DIVISION 3 WIND ZONE 2 DIVISION WIND ZONE 1 DIVISION 2 WIND ZONE 2 https://connect.ncdot.gov/resources/saf ety/Pages/ITS-Design-Resources.aspx 1�CDOT C�1�lTACTS: MOBILITY A1�D SAFETY DIVISI011t - ITS A1�D SIG11lALS U11IIT G. A. FULLER, P.E. - STATE ITS A11tD SIGI�ALS E11tGI1�EER G. G. MURR, JR., P.E. - STATE SIGI�ALS E11tGI1�EER D.C. SARKAR, P.E. - ITS A111D SIG11tALS SEI�IOR STRUCTURAL E1�GI11tEER C.F. A11tDREWS - ITS A1�D SIGI�ALS JOURI�EY STRUCTURAL E11tGI11tEER SEAL ,,,,►� �,,,,, ` �,��N C A R��%,,' ; O�;�QQ�F ES S�pNq! %� % ;z. _ = SEAL = - 028094 ' ;��''• FHC I NE�� ,�Q'�:� /,,�FSH � a �5�,� �,\ '��►��,�,, 1 &2 DocuSigned by: ��"" �' v ""' '�� 2/17/2016 ��U��HE �� DATE � � � i � 1l�lEg��U]E�°][° ��o 1��, �llf�[IEIE°][" I�T�o � o Po1e 90 U-5828 � Sig.M2 1" X 1/ " Coarse-Thread Button gp° (Typ � . C Head Socket Screw (4 Required) 'I � 90 . Terminal Compartment, 3 Gauge,(min.) o ,��'" I' -� �, �� i 2" X 8" X 27" � � 'i � ° � --i-- ►► ,' II '� 0�� I � � O 2 Half Coupl�ng w�th � � � � o i � � Internal Threads � o � � �� o ,,\N � i � � � 0 -- -!- ---- ---- -�- -180 cv , � � C%� � � � � � 0 0 2" Dia. Hole in Pole Wall � �� , �� o N � � � � � � , 0 - -- �- ----- - - �- -180 � � , � o � for W�re Entrance � � � , , 90 , � , � � �' � ,� � i � i Q , , � � .Q , , � � � i i �-- --� �� , � T o� O_i,_� ! ,� � � B.C. i p �� , — o Hand Hole Reinforcing Frame, � � � , M � � B. C. �-- --�' � 4" X 6" X 12" 3 Gau e min. �� ' � o ,� � `'�, � I�C � g( ) �! ',�� 270 � � � � w�th Beveled Edges Ins�de ��,�, o � � � and No Cover ,!�`� � � T � � o �° � � - � ! � � p° --; -- - - - - -- !-- -180 270 - � � � � � � � ! Q� �� 11 Gauge Thick Cover Plate Backed i! , � , � with Full Width j6►► Thick Gasket i� A 4 Bolt Pattern �� ! �� 8 Bolt Pattern with Chain or Cable �;-' ,. ," �� ,� � ,�-- � 0�. ,. �� , ;- 21/ ►► ►► dia . hole for ; - — �, a,- � ,�;, e i- 2►►dia . Anchor Bolt ' o Plate width = 4" min . ►► B•C• 270 i ,- (Typ. for all plates) 2 Half Coupling ;�,-� 12 Bolt Pattern with Internal Threads ° I � �O, 2" Dia. Hole O Construct Templates and Plates from 1/ " min. thick Steel. Galvanizing is not required. � '� � � Base Plate Template and Anchor Bolt Lock Plate Details •— o � � � Grounding Lug O O '° Base Plate Size as � 9 � required by Design. To Anchor Bolt Hole ; p = Bolt Dia. + 1/ ►► Provide 4 heavy hex nuts i Base of Metal Note: Unless otherwise specif ied, locate Terminal Compartment and 4 f lat washers per �TYp�� _--�---_ 1 f oot above the ole base late at 180 de rees on the anchor bolt. �. � ! �, Pole Shaft p p 9 , � � SeCt i0r1 C- C pole's radial index . , . . � � �� Term�nal Compartment Deta�l Min. thread at top of bolt , � �� •� _ „ „ Q 10 for 2 diameter bolt . , � '~ ° i ° � 0 0 0 0 - p -- -- � -- --- --- � -- --1-- -180 -- MFG MFGa DATEe MM/YY MFG MFGe DATEe MM/YY 1 ' � V I � - SHAFT D/T/L/Y ----i----i----i---- O ' / � ARM—A D/T/L/Y ____i____i____i____ SECTION D/T/L/Y ____i____i____i____ GalVanlZe a minimum Of 2rr below threads from top of ��, ! �' ____�____�____�____ NCDOT SIG. INV. NOe — — — — — — — — � bolt . ` , �� ARM—B D/T/L/Y ----�----�----�---- �-- � � � NCDOT POLE NOe — — — — — — — — � 0 0 �' - ----�----�----�---- � � ' Bolt Circle Dia. AeB. DIAe/BeCa/L/Y ____i____i____i____ � (B.C.) NCDOT s�ce �Nv. Noe ________ Arm I.D. Tag ° ( Provide on each section of 2" x 60" Anchor Bolt 27� NCDOT POLE No. _ _ _ _ _ _ _ _ unless otherwise spec�f�ed . 0 o a multi-section mast arm.) Note: Base plate may be circular,octagonal,square Shaft I.D. Tag or rectangular in shape. (Provide on Shaft of Strain Poles . . and Mast Arm Po1es shaft) Typ�cal Base Plate Deta�l Min. thread at bottom of bolt N o t e s. — V I I G a 1 v a n i z a t i o n Prepo�ed In the Off1Ce5 of: S E A L 1) D= Diameter, T= Thickness, L= Length, Y= Yield Strength not required at bottom of bolt. i\��b�'��p��.^ Typical Fabrication Details , ,,,,,,, �,,,,,, 2 A.B. = Anchor Bolt �°�� i ,''�N caRo''- � $ � � � F o r �' � � � �� '- y �< s f 3) B.C. = Bolt Circle of Anchor Bolts �� a; All Metal POles ��e��EE s��N�`:' �� 4) If Custom Design use "NCDOT STANDARD" line for p a� = SEAL _ � ,r� �� q� p�� °0 028094 Signal Inv. Number and pole 1.�. number �'��eslqn5e� PLANDATE: FEBRUARY 2016 DESIGNEDBY: �,F,ANDREWS �%�. FH E.�':��•�� r win M n M4 f r m n in i i n f I. D. . Bottom �� cc�� 'rJ � See d a g 3 a d 0 �U t g pos t �$ � tags �so N.G�eenf/e/d Pkwy.co��r.NC 27529 DocuSigned �;,,��`�`` PREPARED BY: N. BITTING REVIEWED BY: D.C. SARKAR SN SP I d e n t i f i c a t i o n T a D e t a i 1 s SCALE REVISIONS �N►T. DATE A n c h o r 6 01 t D e t a i 1 0 NA ---------------------------------------------- ---------- �W/�.SU�. Cj. �a�,v�au� 2/17/2016 g ------------------------------------------------------------- ------------ SIGNATURE DATE NONE --------------------------------------------------- --------------------- 44E8E32E147E4C4... C � � � � O � C .� � t � � .o � 0 C O + O U .� � O � � � � M � � N Q O N � � O N � � + N N L N � � C O .� N � C L N + � � � C O � U � N C � .� 4J � O C � N � � O C � � Q •_ .. � l0 � N H �9 ^ � 3�E O � T N cn O i � 3 m cn O w � — � — — I � O I� • • O� �N•� C � � � N O � E L Q t � � � � .O � � C O + O U .� � O � � � � Q � � N Q O N � � O N � � + N N L N � � C O .� N � C L N + � � � C O � U � N C � .� 4J � O C � N � � O C � � Q ._ .. � l0 � N H lO ^ � 3�E O � T N cn O i � 3 m cn O w � — � — — I � O I� • • O� �N•� Top Rinc Side Gusset P Plan Backing Ring view �� Welded Ring Stiffened Mast Arm Connection I %2 ►► Top Ring Plate Flange Angle Mas- Plate T- �- " ' ng Plate Flange Plate Thickness C� �u•.l�i�.l•.rrlrl� � �r. �t� Side Elevation View 4" Diameter Hole f or Wire Entrance � into Pole, Deburred or Grumetted High Strength Bolt + hardened flat washer +� � � (Typ�) � � .,__, Full-Penetration Groove Weld Detail (See Section 6-B) Front Elevation View � Back Elevation View � ml� = m a� �� mIN � Side G��r+r+�� li7 �� /T�ir� \ neter Hole f or Wire Entrance �le, Deburred or Grumetted '' Hand Hole with cover min. te 5 �ing Plate Plate Width Edge Distance See Note 4 �Bolt Sp . � � See Note 1 O O � ., a. UP T , �' Backing Ring 3/g" max . � Mast Arm Wall _ � 0 Edge Distance � see Note 4 SeCt10n A-A Mast Arm Attachment Plate Notes: l[�lI$�a1111��°l[° ��e 1�T�, �lH[]�I�°][� I�T�e U-5828 Sig.M5 Bottom �� .�� y Plate view 1. Provide a permanent means of identif ication above the mast arm to indicate proper attachment orientation of the mast arm. 2. Designer will determine the size of all structural components, plates, f asteners, and welds shown unless they are already specif ied. 3. Fabricator is responsible f or providing appropriate holes at drainage points to drain galvanizing materials. 4. For minimum edge distance f ollow AISC Table J3.4 and J3.5. For nominal bolt hole size use Table J3.3. 5. Provide upper handhole as necessary when shaft extensions are reguired f or luminaire arms or camera. For poles without luminaires/camera, wiring can be done through the top of pole. 6. Allowable range of f lange tilt angle will vary from 0° to as required. Bolt Hole Diameter = Bolt Dia.+ %6" (Typ�) T = Arm Wall Thickness � � Silicone Caulking � � Backing Ring 3/g" Max. 1/ 1 %2 ►►min . (TYp•) Section Full-Penetrat ion T Full Pen. \ o Weld 45 � R=.44"+T Mast Arm Attachment Plate . . ■ ■ Groove Weld Detail Prepored In th�e Offlces of: .►oDr►/rY on,,. � ; � , SEAL ` ,,.��; � :c A' :o��" �, Typical Fabrication Details R , F o r ; o�:.Q�F ES S/pN .. f� ; ;z:�Q Q� �� : Mast Arm Connection To Pole =: SEAL :_ ' 028094 = '�F�' FNGINE�-�'.�Q'�:� '`�es�9� ' PLAN DATE: FEBRUARY 2016 DESIGNED BY: C, F, ANDREWS �''��FSN��SP��'� 750 N.G�een{!eld Pkwy.Gor��,NC 27529 pREPARED BY• N, B I TT I NG REVIEWED BY• D. C. SAR KAR ��"'C"'�� ' ' DocuSigned by: SCALE REVISIONS INIT. DATE 0 NA NONE � 0 .� � V � � � 0 ------------- ��W �r. �UN '�[�(/N 2/17/2016 -------------- SIGNATURE DATE -------------------------------------------------- ---------- 44E8E32E147E4C4... 1" Half Coupling with Weathertight Plug See Radial Orientation Detail (See Drawing M3) Stainless Steel St rap � 3� �� TYp • See Note-1 Traff ic Signal Cable NOTE: Pole Cap 2" Weatherhead with Insulator See Radial Orientation Detail (See Drawing M3) Deadend Strandvise Messenger Cable (Span Wire) 1►_�►► Alumimum Wrapping Tape or Stainless Steel Lashing Wire Burndy Clamp (Typ.) ' Attach Ground Wire to Field Installed Ground Lug on Pole (Typ) #4 or #6 Awg Solid Bare Copper Grounding Conductor (Typ.) Span Wire Pole Clamp (Typ.) Strain Pole Attachments � 1. Strap all signal cables to the side of the pole with 3/ " stainless steel straps when the distance between the spanwire attachment clamp and the weatherheads exceeds 3'-0". 2. Provide minimum two spanwire pole clamps per pole. 3. It is prohibited to attach two span wires at one pole clamp. Electrical Service Cable 1" Weatherhead with Insulator 4. For general requirements ref er to NCDOT Standard Specif ications f or Roadway and Structures, January 2012. ll�lE��1f1E�'l[[° ��o 1��, �]E�[IEIE°l[° 1�T�o U-5828 Sig.M6 �olt Clamp with ►►� ►► Hook ole Band Messenger Cable Either 0.05" X 0.30 Aluminum Ribbon or 0.061" Stainless Steel Lashing Wire �connect Cable �ssenger Cable Attachment of Cable to Intermediate Metal Pole Term�nal Compartment Hand Hole Ground Lug #4 or #6 Awg Solid Bare Copper Grounding Conductor Concrete Foundation � 5/g" Dia Copper Clad � Steel Grounding Electrode with Exothermic Welding Connection. For reference refer to section 1760-3 K and L for electrical grounding and bonding requirements, See Note 4. P�epo�ed !n tAe Offices of: � � 0 � N � , N 1►_�►► � �� , , „ ' , � a , � a a` II ` II o' o II � ' � I �� ,� a,� � � a, °` � I ` i �/ � � � Vi �I ii �� I ii I ii ;; , „ , i °,� �� „ ° �� „a,,a,, ii a, a, I I i�� o� ° � i,i� ;' � i - ; =i�i� , , . , , . i i 4 � I I / � � / � / � I / I I . Q � � Q � � I 4 I I � � I I � � / � '. � �� a a/ , > / D / D D/ , , a,,a,, ,a , , a o� a,.a . a , a , � ai , > Pole 1" Min. Nonmetallic Conduit w/elbow Metal Pole Grounding Detail For Strain Pole and Mast Arm Typical Fabrication Details For Strain Pole Attachments '��y" YL AIV UA I t: 750 N. Greenfle/d Pkwy. Gor�r. NC 27529 PRE PARE D BY • SCALE 0 NA NONE FEBRUARY 2016 N. BITTING REVISIONS DESIGNED BY: REVIEWED BY: C.F.ANDREWS D,C. SARKAR INIT. DATE --- --- --- --- --- --- --- --- --- --- --- --- --- ----�-- --- ---�--- --- --- - SEAL .�`��N `•� AR�I��'�, _..QOF ES SipN •, f� � :•Q Q<':�: ' SEAL ' ' 028094 = �:,aF`�•• Froc � NE�-� � �Q-�:: ,�� Fsti ..0 e .SP� `�, — DocuSigned by� � � � � �"�� c��s�, c. � a�,v�a� —44E�8�1��4C4... 2/17/2016 DATE 3 �► C_-�. � -, r - , �i ni chorJ (`_rniir�rJ I oVel � Concrete Foundation � Foundation Identif ication Tag i below Washer �� (See Detail-A) � ; � �' � � � �'� � � � ; � � � � S'o ' 1 1 1 I 1 1 0 1 1 1 1 � 1� ° 1 1° - � --�----�-- i - � '" ��-� D � � � � D � �o -:- '----'- D �'---! -�. � � � �— I � d°o i � i o° �_ � o' o o � �o o � o� —t__�_—° '——L—�———�'——�. � � � � � � � � � � � � � � i � �I� � � �1� � � � J � � � J� � L . � � � � � � � � � � � � � -�--�----�--T--� ---�--�. ,0 6 0 1 lo ° o ��o 00 0'0 ' �°o � � � � o ° � � -t--�-- -�-��-�---�--r� ° � � a � � � � � �_ � o i � � � � i T--�-sa-�----�---�--r• ° P i � I � � i ° b � � � � i a�T--,----,--' -�---�--r. � � � i � � � � � � � � � � � � � � � � � � � � � � � � _ � � � _L_ � � � , ; --,----�- , ;----�--; �00900 0� �o olo � o� o p� � i o � � ° d° � � � � � � � � � � � � 'D � _ � . -j--'----'- ' -�'-o--�- � i � r v a � io � � � � � �° � 0 � i � � � � o�a � � � � � � � � � � � � � � -�--�----�-- -�---�--�. � � � ' � � � , , , � , , , , , , � , , , , , , , , , , ,a C o 1 1 0 ° i° �o 0 0 0' o ' 0 -T o��----�--t-� a--�--�� Q, � � � � � � a � i � � � � � o � � � � � o a � i o o � ' � � o ° P � � � � � �° �$--�----�--r-'`o o--�'��d °a 1 1 1 I 1 ° 1 0 1 � � � � � � �� D � �° � � o � � oo � - � �� ---!��J � -oz� o-o��-o- � � � � —� � � � � � � – Wire Mesh (See Note 10) V1 Bars C Bars A I — E3"Cover (Typ. ) Concrete Shaft Elevation C Bar 1►_6►► Min. Lap � � Section A-A 1 Bars Typical "C" Bar Detail 2-1" Nonmetallic Conduits fior Electrical Service and Grounding Electrode Conductor T � � Foundation Q� � a � � � — �o � � ' 1° °1 � 1 Q � o � � � o� L �I e � � � � � _ L . i i � i o i i � i -+�-� - - -- - � -�-. � � � � � i i � � i -t-i - - -- - � -r• i i i I i i i i � i -r-i - -�--I --�- -r• �� , - -T-- --�- � � � � � � i i i � � i - i -i - - � -- --i- -� . i i i � i i i � i - � - - --- -� . , , � , i i i � i_ -, -,---- , --r--,----; -, . � � � � � � , � � � i � � � � � � � � � � � � � �� _L_I____1__r� � ___1_L. � � � -�- � � I 1 I I � 1 1 i i i ' � i i � � i i � � � a----r—i— � 4-2" Nonmetallic Conduit (Stub and cap unused conduit for future use) 3'-0"(Min. ) Anchor Bolt Projection Typical Ground Slope Heavy Hex Nut with Flat Washer Top and Bottom (Typ.) 1 �� T�in 1 9►► Maximum (1 Nut Height) REINFORCING STEEL TABLE FOR STANDARD DRILL PIER SHAFT (4'-0" DIAMETER) „p„ Conc. Shaft Dia. Volume Name MIN. Size Type Length (cu. yds.) V1 — #8 STR . ** 4'-0" .465 x L C * #4 CIR.12'_g►► ical Foundation Conduit Details General Notes: 1. If actual subsurface conditions differ significantly from boring data contact the Engineer before excavating or placing concrete. 2. Circular tie reinforcing rings may be vertically adjusted by +/-3" at a depth between 2'-0" and 3'-0" to facilitate the installation of electrical conduit entering in the cage. 3. For standard foundations, see sheet Sig . M8 for details. Vertical reinforcing bars (V1) may be horizontally adj usted by +/ -3" to facilitate the installation of electrical conduit entering into the cage. 4. Provide 2" to 5" foundation projection above ground level depending on the ground slope. 5. U n l e s s o t h e r w i s e s h o w n, f o u n d a t i o n d e s ig n s are based on non-sloping level ground surfaces with slope ratios of 8:1 (H:V) or flatter. If actual ground line slopes are steeper contact the Engineer before excavating or placing concrete. 6. Construct foundations in accordance with NCDOT Standard Provisions SP09 R005- Foundations and Anchor Rod Assemblies for Metal Poles. All applicable 2012 NCDOT Standard Specifications are referenced in this provision. Refer to the NCDOT Resources/Specifications page located on the Connect NCDOT website. https : / /connect . ncdot . gov/ resources /Specifications and Special Provisions.aspx 7. Use air entrained AA concrete mix with a compression strength of f'c=4500 psi.(min.) after 28 days. 8. Use ASTM A615 grade 60 deformed bars for all reinforcing steel. Maintain at least 3" cover on all reinforcement. 9. Locate the Identification Tag on the top of the base plate, directly above the conduit's entry point. 10. Provide two la�rers of galvanized welded 23 gauge (0.25) 6' wide 4 mesh wire around pipes under the base plate and secure it with ties if necessary. 11. Preferred location for the I.D. Tag is as shown in Detail-A; directly above the conduit entering the foundation. �k See Note No. 2 * �k See Note No. 3 � FarA nf �haft 1 ld G I 1 l 1 I 1 l� Cl l.L V 1 1 Tag 3�� TYp • ) � Foundation ][�']Eg�alf]fIE�°l[l[° ��e I�T�e �]H[11�]E°][� 1�T�e U-5828 Sig.M7 Pole Base Plate �1" Chamf er (Typ.) r___ �3„ (Typ•) –1 � --- � � � � $� � � � �� 1 ��, � Anchor Bolts (Typ.) Heavy Hex Nut � with Flat Washer Top and Bottom (Typ.) � Anchor Bolt Lock Plate (Same as Base Plate Template) T�pical Foundation Anchor Bolt Details (Reinforcing Cage Not Shown for Clarity) 4-2" and 2-1" Nonmetallic Conduit Clamp or Tie Securimg Wire Mesh D = Diameter L = Length/Depth mm = Month yy = Year Detail -A — �— Wire Mesh /$ ►► Prepored in the Olf/ces of: Washer 3 3/ ►►Dia . i Bolt Hole Opening � 2 /2►►Dia. I �� \ � � � � � � , � NCDOT FOUNDATION ID TAG � � � SIGNRL INVENTORY N0. ; - �� ; \� INSTALLATION DATE; mmlyy _I_ �� i \� DEPTHIDIR, ; LID , FT, I, FT, �� C GRADE OF CONC ,: f C psi , ; � DESIGN N-VALUE, N i i REINFORCING BARS; �� i ,' VERTICRL, #ISIZE _I_ �� i i C-BARS, #ISIZE _�_ `� � ,' i GRADE OF REINF, BAR; fy _,_ ksi, `� ' � , � �� I � � � � � � , � , , 750 N.G�eenf/eld Pkwy.Gorner.NC 27529 SCALE 0 NA NONE 1 1/ ►► � 1 %8 ►► 8 %2 ►► Concrete Foundation Identification Taq Details Construction Details Fo r Foundations PLAN DATE: FEBRUARY 2016 DESIGNED BY: C,B.COGDELL PREPARED BY: N. BITTING REVIEWED BY: D.C. SARKAR REV. N0. COMMENTS INIT. DATE 1 Revised Foundation Tag Detoils N.B. 5/11/2015 ------------------------------------------------------- SEAL ,,,,,,,,,,,,,, : �`��: 'oF E sip �l r �% = _ :� Q� ��`; � = ' SEAL ' — 028094 ' ' ��•. FNC I NEE�.� ,�Q��;: �. , F'''• ••' . DocuSignec�'F��N� � � � �SP`� � �c,I�c,sC�, . � a�� SIGNATURE 44E8E32E147E4C4... w \w � 0 • � � V � � �� N � 0 2/17/2016 DATE STAN DARD STAN DARD FO U N DATI O N S $T��N POLES 48" Diameter Drilled Pier Length (L) - Feet Base Reactions at the Pole Base Clay Sand Pole Plate Medium Stiff Very Stiff Hard Loose Medium Dense Case Height BC Axial Shear Moment N-Value N-Value N-Value N-Value N-Value N-Value N-Value No. (Ft•) (In.) (kip) (kip) (ft-kip) 4-8 9-15 16-30 > 30 4-10 11-30 > 30 W L S26L3 26 25 2 11 270 19 13 10 8 17 14.5 12.5 I I N G S30L3 30 25 2 11 300 19.5 13.5 10 8 17.5 15 13 D H Z T S35 L3 35 25 3 1 1 320 20 13 . 5 10 . 5 8 17 . 5 15 13 0 N H S30H3 30 29 3 16 450 24.5 16 12 9 21 17.5 15 E E A 1 V S35H3 35 29 4 16 515 26 17 12.5 9.5 22 18.5 16 Y W L S26L2 26 23 2 10 245 18 12.5 9.5 8 16.5 14 12 I I N G, S30L2 30 23 2 10 270 18.5 12.5 10 8 16.5 14 12.5 D H Z T S35L2 35 23 3 10 300 19.5 13 10 8 17 14.5 13 0 H N E S30H2 30 29 3 15 415 23 15.5 11.5 9 20 17 14.5 E q 2 U S35H2 35 29 4 15 475 25 16.5 12 9.5 21 17.5 15.5 Y W L S26L2 26 23 2 10 245 18 12.5 9.5 8 16.5 14 12 I I N G S30L2 30 23 2 10 270 18.5 12.5 10 8 16.5 14 12.5 D H Z T S35 L2 35 23 3 10 300 19 . 5 13 10 8 17 14 . 5 13 0 H N E S30H2 30 29 3 15 415 23 15.5 11.5 9 20 17 14.5 E A 3 V S35H2 35 29 4 15 475 25 16.5 12 9.5 21 17.5 15.5 Y W L S26L1 26 22 2 8 190 16 11.5 8.5 8 15 12.5 11 I I N G S30 L 1 30 22 2 8 205 16 . 5 1 1. 5 9 8 15 13 1 1. 5 D H Z T S35 L 1 35 22 3 8 230 17 12 9 8 15 . 5 13 . 5 1 1. 5 0 H N E S30H1 30 25 3 12 320 20.5 13.5 10.5 8 18 15 13.5 E q V S35H 1 35 25 4 12 350 21 14 10 . 5 8. 5 18 . 5 15 . 5 13 . 5 4 Y W L S26L2 26 23 2 10 245 18 12.5 9.5 8 16.5 14 12 I I N G, S30L2 30 23 2 10 270 18.5 12.5 10 8 16.5 14 12.5 D H Z T S35 L2 35 23 3 10 300 19 . 5 13 10 8 17 14 . 5 13 0 N H S30H2 30 29 3 15 415 23 15.5 11.5 9 20 17 14.5 E E A 5 V S35H2 35 29 4 15 475 25 16.5 12 9.5 21 17.5 15.5 Y Rei nforcement Longitudinal Stirrups Bar Size Quantity Bar Size Spacing (#) (ea.) (#) (in.) . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . 48" Dia. Foundations Concrete Volume (cubic yards) _(0.465) x Drilled Pier Length 12 14 14 16 16 - 12 12 12 16 16 - 12 12 12 16 16 - 12 12 12 16 16 - 12 12 12 16 16 . . . . . . . . . . . . . . . . . . . . . . . . . 12 12 12 6 6 12 12 12 6 6 - 12 12 12 6 6 - 12 12 12 6 6 - 12 12 12 6 6 lf�]fg��lE�C'1[� ��o I�T�a �lE�1ElE�° 1�T�e �-582$ Sig . M8 General Notes: 1. Values shown in the "Reactions at the Pole Base" column represent the minimum acceptable capacity allowed for design using a design CSR of 1.00. 2. Use chairs and spacers to maintain proper clearance. 3. For f oundation, always use air-entrain concrete mix. Foundation Selection: 1. Perf orm a standard penetration test at each proposed foundation site to determine "N" value. 2. Select the appropriate wind zone from M 1 drawing. 3. Select the soil type (Clay or Sand) that best describes the soil characteristics. 4. Get the appropriate standard pole case number from the plans or from the Engineer. 5. Select the appropriate column under "Standard Foundations" based on soil type and "N" value. Select the appropriate row based on the pole load case. 6. The foundation depth is the value shown in the "Standard Foundations" category where the column and the row intersect. 7. Use Construction Procedures and Design Methods prescribed by FHWA-NHI -10-016 for Reference Drilled Shafts . Preppred /n lhe Olfltes of: SE Q � ,,o �°°""Y°�o_ Standard Strain Pole ,,,, ,,,, � �� s ,,,,, �,,,, � � 8 � �� Foundation for All ,.''�N.....Ro��",= � c� � g� : 0�:'QOF ES S/p,�, •. 1� � �� ; Soil Conditions =�� 4` �� - 9 � �� SEAL - s �oi �� 4� ��e��c ; : 028094 e = �es►qn 5 P�aN �arE: FEBRUARY 2016 DESIGNED BY: C, B, COGDELL ��`�'•;FHGINF-�-,:•'� Q'�� 75pN.G�eeM�eidPtwy.Ga�ner.NC27529 pREPAREDBY: N. BITTING REVIEWEDBY: D,C, SARKAR ��'�F �� `�� DocuSign�d,b�f •�, SP��` SCALE REVISIONS INIT. DATE f ��(y,��`� 0 NA Chonged "Foundation DeDth" to "Drilled Pier Length"in Conc. Ean. N.B. 7/12/2015 �1 ►A1 (� �� \� n I/� z� 1]� Z Q 16 ____________________________ ___ _________ 1f CN �C��w J vM r�l/�� ---------------------------------------------- --------- ----------- SIGNATURE DATE NONE ----------------------------------------------- -------- ----------- 44E8E32E147E4C4... c � � 0 i N N � � J ti � � � a � � 0 0 � 0 N O � � � a� -c �' 3 54 � 4 � � C 0 � � a 350 v � � O � 0 � 346 � � 0 � C O � � � 342 v � 0 0 i v z � 338 oj � o� L � 0 334 N O i � � � � 330 � � 326 � 0 N � � � --------------- � i � �� i � CB I i �B TOP=346.414' i TOP=333.56' CB I I i I INV. OUT= 3.� ' INV. IN=326.02' � �; I I � � , i--� � INV. OUT=326.00'— ` �('�'') � II I II �r� `--------ti`'-' ��'� � ---- --- - �- � III I I I �g CONC S/W _ I � I I �; � C B _ =_= 30" C&G � - 1l I � ; I TOP=334,66' _ �5„ � s �� INV. OUT=331.17' �� RCP �� — I I I I I , I BST �T — __ � ST — — � � II +20 � � I� �I I � L� 58.5' & 64' I -__ � l + 04 � � � I 58.5' & 64' E E E I �,` ` .� �_ � � 30"C&G � ' � `,� /— 3. � , —P— — — � h ,J . . � �� , I �� --� �� - - - - - - - - - - -�- " -_ � - 'EXIST�NG-R/ � 11� - -�� iso , o � — — — — — _ - ~ � ` I � � � � �� o o QQ � � v, o , � ' t� � ' � � �, v�'r _ � o j - _ --- - �m � - �� Q� I I X � � 2�+0� _ `'� I� � _ � ' — 21 +00 22+00 �� , S 85" 53' 00.9" E , . �� I�L= �II I � T= �� II �� / . � � N I // � � � I �� ss H __ TOP= 33.60' � INV. O�JT=328.77' �. �� J-- P E � �I�E — 23+00 � — PDE J� � L.%.0 3. , cB 4 TO 6.60' cJ4,.Qrjitlj - 22.93' �•f� 0 =322.90' .. � � ��-, \� BST � ,�,� �� A � � � � �� TOP=327.2 ' � \ INV. W(E)= 23.52' � �� INV.IN(W)= 25.22' I .OUT- 23.48' � _ — — � -� : , � ti �� ` ;� # �- � � �� r� FES INV=329.81' / WV.OUT- � PROPOSED 12" DIP PC-350 WATER MAIN � — - - SR-312 7(MCCRI MMON PARKWA Y) 24+00 � ��g, � PDE P STA. 20+00.00 � M � PROPOSED 12 ISOLATION VALVE � ' �"'° (SEE DETAIL 06000.10 SHT. WD2) � ^ PI Sta 23+60.63 PROPOSED 2" BLOW-OFF ASSEMBLY N D= 1'� 04'� 50.1 »(LT� (SEE DETAIL 06500.04 SHT WD3) D= 0 38 00.2 L = 170.60' d T = 85.30' � v" �, in R = 9,046.00' i� , , , . , . . � U , . a INSTALL TEMPORARY RPPA ASSEMBLY, ZURN 975XL OR EQUAL. SEE DETAIL 06200.05 ON SHT. WD-4 4" TAP FOR TEMPORARY INTERCONNECT WITH POTABLE WATER SYSTEM. TOWN OF CARY WILL REMOVE CONNECTION WHEN RECLAIMED WATER BECOMES AVAILABLE. � J m C' � w Z w � Y � �oa J Z m Iy O 0 O � w I Q U � ��OO m 0 ' Z � N w N O�� a I � I 20 21 22 23 24 25+00 � S 86' 57' � �� pDE `� � �P�E �� i N � � 25 26+00 ,� " E� '"��riuUSE) 4.0' TYP. 30" C&G �� ! _L � . � � - - � E — E EXIST, 15' SLOPE ESMT. E S 86°55'12" E 640 86' � �� ° � o � � : � , , � � �� _� � �_ - � S 82°58'40" E _ � 807,08' � 27+00 28+00 29+00 rso " ' , �,�, �83 �� PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. 26 27 c� wZ J Y Q U � O J Z m 0 �� J U O O � +tl�� Z N cy w a�� m �� _+.s� D � _ r Z f�l � D � CP O 0 .� � _ r� � � � M � • � � o• N � N + + .� rn � N N . . 0 � U � a W � O J � 40 20 0 40 80 PLANS PLANS PREPARED BY: ��C�OQ��0�� PO BOX 33068 kALEIC,H, NC 27636-3068 P��ONE. (919) h77-2000 FAX (919) 677 2050 NC LICENSE �F-0102 �Jz�iq Z 0 ► W o� � 0 C Z 354 � 0 W � a o�uc 350 z � a 346 342 338 334 330 326 29 + 50 U W O a � W _ H W r O a C Z Q z �—' a � KHA PROJECTe 012108004 DATEe 03-15-2017 100% PLANS W J = � = OC O g 0 � 0 ----------------------- i � ' N I N � W � N � ', � i J � � ' � � � � � a � � ', o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , o , o �� , o ', � � � � ', � I o �� i �i '� � i � , o � �� z � i j � °� i L i � � � � o � cu � � 0 � � ', � � � i J �� v � � � � � � � � , O � N � � � � �-----------------------�' 346 342 338 334 330 326 322 318 �/ ` �� / / . � � �_ �o � � e: ., E � .r,i � � � , i e. , � �- PI Sta 30+46.18 D= 1 1' 31' 58.7" (RT) D = 5' 57' 10.1" L = 193.74' T = 97.20' R = 962.50' o �� - ,� - � � a � - : � ° � N \g2 g� rn W E I � a E / ni� . � e , � / �� _ , �� . � ..,�. — p � a . , — _ — , �• � � � -_ . -o � ° � �' l -._ . ' - -- ' � i� � ,d� t� �� ; -� _ pqRKWAY) � CRIMN►�N — 7 �M� --� R,3 � 2 _ � - 5 �oo y� � � ; � ��,� a2 � 34+00 � — 33+00 � � - 32�p0 - �, - - r O� / � , Q . � - � _�^ / QO� � 4.0' TYP. PI Sta 35+26.65 D = 37' 48' 43.4" (RT) D = 5' 56' 3fi.8" L = 636.19' T = 330.16' R = 964.00' PROPOSED GRADE -!! �EXISTING GROUND �--- -- �i A°?� � � FUTURE ODYESSEl' [�,q�VE — (iF) � 35+00 � 36+40 �w� ----�--=-�_ __�---� . �� ` _ n�� p- STA. 36+55.00 PROPOSED 12"x6" TEE 1 -12" ISOLATION VALVE & REINFORCED BLOCKING (SEE DETAIL 0600.10 SHT. WD2) \ I _______-- _ tc` ——————-—— — ', --'� � � � � � � � � i-�I�I_��I�_f �1_I��1_1fi � -- `� I I 30" I�IN, COVER '� � � � �lillll � � � � � (UTILITY CROSSING ONLY) � '_ __� ��` � '�� . �` 30"M�N.COVER � i � I � I j � �` ONLY) Y CROSSING � ` � �' 18" MIN. � ISO �rs� � 103 LF 6" RJ PVC REUSE MAIN 2 - 6" ISOLATION VALVES 1 - 2" BLOW-OFF ASSEMBLY SEE SHT. RWM-9 FOR REUSE CROSSING PROFILE (SEE DETAILS 06000.10 SHT. WD2 & 06500.04 SHT. WD3i � PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. �� C�� _� ROPOSED 12" C-g00 DR-18 P�C REUSE q� 18�� MiN. � i � i � � i � i � � i � I i i i � � � CLR, � i �� PROPOSED � - I � 24 STORM I�� T P P RO OSED i I _ __ 30" STORM +50 30 31 32 PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN - 33 34 Q� i , � � �-�, \ - . \ � � 38� �\ �-s� S \ � �. _ � �. �� , a � � � 39 O� o�. X �� " �� v�v �O � � �� t� ti� �O �I 40 20 0 40 80 _,_\ PLANS ___ _.._ — _ ---. � . _�� I � � I . � I� - - - - -- - - --- - - -- - - � .. . - - - - -- - - --- - - -- - � - - `, � - - ♦ � — � � � � I� � - - - - / - �� / - - - - � _ _ - - - - -- -f -�- - i - � _ _ _ ____ _ _ __ ♦ _ _ _ _ _ _ _ __ _ - -� -- - � - � � � - - - - - - - -� - - �- - � � � �- �, � , — ^ ` � � � ♦ � I I I I � � 5' MIN. COVER (TYP.) � i .I�� 35 36 w J Q > W Z owo o~~ O � � � X N � N N Q I I N� � 37 m 39 PLANS PREPARED BY: �oCr��Q��0�� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 �20�9 346 � 0 W � a o�uc 342 a z a 338 � a zz O � J �V � � � 334 � � _ � � a �- o 1� ry � � M o �; a 330 � W _ H W 326 ' 0 a °z a W z 322 � a KHA PROJECT: 012108004 DAT Ee 3.� $ 03-15-1017 100% PLANS z 0 � � � � c C Z � W J = � = � O � 0 � 0 RWM-2 ----------------------- ', c � � � � �-, � o � � � N �, � � w � � � ', � � ' � � � � � a � � ', o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , o 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � � ; � �j i � i �i i L i � � O � cu ' O � � �, � � � i J �� v � � � � I' � � � , o � N � � � � � 342 338 334 330 326 322 318 314 ,�� E 44 � p0 QQ� ; PI Sto 41 + 19.10 D = 30" 43' 31.8" (RT) D = 5' 57' 10.1" L = 516.15' T = 2 64.44' R = 962.50' \ � _ --_� 0 0 � PROPOSED 950 LF 12" C-900 r i DR-18 PVC REUSE MAIN `r 0 � � a 44 + 00 S 4' 12' 05;�,» E � I 6� � 45+00 46+p� � S2'23' 31.g»�47+00 � .o � � �� '� �, � , ,, , , > � ' ` �-'r � � � , , . � _,__ . , � - ` �' E� ,------ � � � .' ► . ` ' �1 �%l� �, ,, -� E ' , ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED 6Y THE DIRECTOR OF ENGINEERING. � — -_ 48+00 � �l" � � � F— Lil � � 0 0 + � Q � � z J Z U � Q � Nqp 83 � NA 2011 40 20 0 40 80 PLANS 39 40 41 42 43 44 45 46 47 48 +50 PLANS PREPARED BY: �oCr��Q��0�� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 C�20�9 342 � 0 W � a o�uc 338 z � a 334 � a Z z O � J �V � � y 330 � � _ � � a `- o U ry � � M o �; oc 326 a � W _ H 322 � 0 a C Z Q �ii Z 3�8 � a KHA PROJECT: 012108004 DAT Ee 3 � 4 03-15-1017 100% PLANS z 0 = � � � c C Z � W J = � = � O � 0 � 0 RWM-3 ----------------------- I� � � � � o i I �� W � N � � � ', ; � � � � , � � � � a � � ', o � o � � o � N � � , O i i � i � i � I � � o � � i � c � � � � , O 0 � Q � v � � , o � ' � � � � i �, � I� o i � i � i �i ', � � O , O i � � � z � � ; � �j i � i �i i L i � I o � cu ' O � � �, � � � i J �� v ', � �� , O � N ' � � � �-----------------------�' 346 342 338 334 330 326 322 318 . r [ F L L C � C Y a � < � v � L Z H 4 C G +50 49+00 �� —I _ � N O + � � 0 � F- � a i • s � >,.�� . F� ! 50+00 ISO 50 110 LF 8" RJ PVC REUSE MAIN 2 - 8" ISOLATION VALVES 1 - 2" BLOW-OFF ASSEMBLY & REINFORCED BLOCKING (SEE DETAIL 0600.10 SHT. WD2 & 06500.04 SHT. WD3) SEE SHT. RWM-10 FOR REUSE CROSSING PROFILE ----------SOIL---------------- �� —_� � _ �" °' __ � � , �-' � ' � �' M �� Ms` '� „ ^� , _ - SR-3127 (MCCR/MMON PARKWAY) � 51 +00 52+00 53+00 � c %• i �' �,i o„ C � - E —� STA. 50+35.00 PROPOSED 12"x8" TEE 1 -12" ISOLATION VALVE & REINFORCED BLOCKING (SEE DETAIL 0600.10 SHT. WD2) PROPOSED 12" DIP PC-350 WATER MAIN i�� - � - -_ n, o-, +- r � 54+00 � � � � � � � � � � ' ♦ � � � � � ♦ — — ♦ - - � -- . - -- - - ` - -- — — — — — — -- � ♦ ' _._. _ __. _.__ ♦ - - ----� • - -I� - -I - - I�_ -I-I - - - !�I- - - -I-� � � � PROPOSED 12" �-g00 DR-1 g PVC REUSE MAI N W w ~ J � °° > Q XZi oz � iv � 0 ��Q� Q� ��J� +wt/�o J ocn-cna. �o � N= Q p � o� 00 � � I I I (/')�..�� 51 52 53 54 ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. � � _ ► � - _ ►'I � � �- .er� � �� -- �■-�..a�� r F .� -__�_�_.�. .�. .v_ 4 .�` _ . E— F - — -- -- - - - - ----�- _- - � - -- �� u— � ------._--_— ��, — �� 55+00 � pp � � M . � � � EXISTING GROUND 56+00 � � PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN � ,-�--� - - - ♦ __ - ♦ _ � ` _I — — — - ♦ _ _ _ _ _. — _ ._ _ � -- � � � — — — - ♦ � � � __ __ ��` � — — 55 56 4.0' TYP. � ` � � O 58 0 57+00 � � _ �- r� � - -- ----------- -- -- ---" r. � � _ � — � � (.3� `/ 57 NAD 83 / NA 2011 40 20 0 40 80 PLANS � 346 342 PLANS PREPARED BY: ��C��Q��0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 Nc ucENSE �F-oioz �zo,q � 0 W � a o�uc a z � a 338 � a Z z O � J �V � � y 334 � � � a �- o U ry � � � M O N a 330 � W _ H W 326 ' 0 a C Z Q �ii Z 322 � a KHA PROJECT: 012108004 DAT Ee 3.� $ 03-15-1017 100% PLANS Z 0 � � W � � c C Z � � W J = � = � O � 0 � 0 ----------------------- ', c � � � � �-, �� i ', j � W � � � i J i � � � � , � � � � a � � ', o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , o 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � I o i � i � � � z � i j I �i i L i � � O � cu ' O � � �, � � � i J �� v � � � � I' � � � , o � N � � � � � 342 338 334 330 326 322 318 314 , ,� ,� , o _ r � —_ �. _ ��, _ �� , — -_, . � � r �L o = 1' 56' 2e = 895.56' = 451.24' � E � = 2,954.00' � E o _ � �� -_, �� -,, � �� _ � ,. _ ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. PROPOSED 12" DIP PC-350 WATER MAIN � -- - �- SR�3 �2� (MCCR/ _ ______ � MMON PARKWAY) r�,� - - 'v o o� 59+pp � - - � i�� —, ------------------�� ——————-—————---- —�� E� � ♦ I 60+00 61 +00 . � �� +58 ------------------------=-�-- �q5'& 64' 62+00 STA, 62+00.00 PROPOSED 12" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) PROPOSED REINFORCED BLOCKING PI Sta 59+43.62 D= 17` 22' 12.7" (LT) PROPOSED 950 LF 12" C-900 D = 1' 52' 51.7" L= 923.45' DR-18 PVC REUSE MAIN T = 465.29' R = 3,046.00' � 63+00 4.0' TYP. � 64+00 'O --� N .� 0 . rn + 0 v 00 ��" �E �� N OT E S: PLANS PREPARED BY: 1. ALL CASING PIPE 16-INCH (MIN. 0.250 INCHES THICK). 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN ��Q ��MO�,� AND 12" REUSE MAIN. 1l ln� STA. 65+81.85 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 315.60 65+00 - I.E. 315.12 ..� — 67+00 66+00 , _ � p�� ■� NA� 83 /NA 2��1 40 20 0 40 80 PLANS � � �� 58 59 60 61 62 63 64 65 66 67 +50 PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 �AXe �9�9� 6»-zaso Nc ucENSE �F-oioz �zo,q 342 � 0 W � a o�uc 338 z � a 334 330 326 322 318 314 U ; � a � a Z z O � J �V � � y Q � � a ��N � M H � W _ H W ► 0 a C Z Q �ii Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS z 0 � � W � � c C Z W J = � = � O � 0 � 0 R WM-5 ----------------------- � c � � � � � �� i ', j � W � � i J i � � � � , � � � � a ', o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , O 0 � Q � v � � , o � ' � � � � � I � I o �� i �i ', � i � , O � � � � � ; i j � � � °� i L i � � O � cu ' O � � �, � � � i i J �� v �, � � � � , , o � N � � � � � 330 326 322 318 314 310 306 302 I I STA. 69+91.85 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 312.52 PD� ss+oo � 69 +00 PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN 0 0+00 � PROPOSED 12" DIP PC-350 WATER MAIN SR-3127 (MCCRIMMON PARKWAY) � � +oo � 72 + 00 � J�— 4.0' TYP. I.E. 312.04 STA. 71 +00.00 PROPOSED 12" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) �€___ PROPOSED REINFORCED BLOCKING ----�------ _-, ---- --- �------------ A�F ✓s � \ , � _ E �, � � � � 5, M�N � f coVER (TYP.) _– –-- – -- – PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN �Illi�ii�il�� N� EXISTING GROUND _ _ �� , �,__ � ,�. ; , , ; ; ♦ I — � � � ` ' ` � ♦ � � PROPOS D 12" �–g00 DR-18 PVC REUSE� I � � �� MAIN �---___ I � - �� i � �.4'M�N. �--� �� . . � CLR. _ _-. _� �_ __ - ♦ ` 4.2' MIN. � � -. - - -- � - PROPOSED 16" SANITARY � � CLR. � ♦ ♦ SEy1�ER CASING PIPE O ` _ � � _ _ � _ _ � � � � � ♦ ' � � � � ♦ - - I I ♦ � - � � � � � � � . • � � � i i i i ♦ � � �. � c� � � - � � �. �. � ' � � w z � PROPOSED - � I 42� S�TORM � U I 30" STORM I i I � _ � � I , z m i � - � O � I Q U I I � � � I _ — —� - � � � — - �Nw I— - � � � � � � �� I 73+00 � ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. I'DE � PpE PpE � � � �''o o- � �E ---------- -------------� PROPOSED GRADE 74+00 75+00 �� E�. . ----- PDE —� — � 76+00 � � STA. 76+91.85 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 305.66 NOTES: 1. ALL CASING PIPE 16–INCH (MIN. 0.250 INCHES THICK). 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN AND 12" REUSE MAIN, Nq0 83 �Hq ?0 j� 40 20 0 40 80 PLANS +50 68 .• 70 71 72 73 74 75 76 PROPOSED 16" SANITARY SE�yER CASING PIPE 77 PLANS PREPARED BY: ��C��Q��0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 �AXe �9�9� 6»-zaso Nc ucENSE �F-oioz �zo,q 330 � 0 W � a o�uc 326 a z � a 322 � a zz 0 � J �V � � y 318 � � � a �o 1� ry � � M o �; a 314 � W H 310 � 0 a Z � � 306 � a KHA PROJECT: 012108004 DAT Ee 3 �2 03-15-1017 100% PLANS z 0 � W � � c C Z � W J = � = � O � 0 � 0 RWM-6 ----------------------- � c � � � �� i �, � � W � � i J i � ' � � � � � a � � ', o � o � � o � N � � , O � � � � � � � � I � � � 0 � , i � � c � � � � �, O � v � � , o � ' � � � � � I � I� o i � � � ', � �� o , O � � � z a� i j I °� � L � � I O , � N O � � �, � � � i J �� v � � � � I ; , o � N � � � � �-----------------------�' 318 314 310 306 302 298 294 �'� �-. � � � �— W W � � O O � � a � � �.lJ z J U � � �� w 0 . .. . .... . .. . .. ., I SO .,... . .... I i i �� .� w000s � � _ �- -s +97 �� ` 58.50' & 64' 5f -E� ' STATION EQUALITY �DE STA. 79+85.69 McCRIMMON PARKWAY= STA. 100+00.00 SOUTHPORT DRIVE - 1-12"X8" TEE 1 —8" ISOLATION VALVE SEE SHT. RWM-9 FOR SOUTHPORT DRIVE REUSE MAIN NOTES: 1. ALL CASING PIPE 16—INCH (MIN. 0.250 INCHES THICK). 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN AND 12" REUSE MAIN. !�!III!I!�!I_�� ll!�III11�11 I I � PROPOSED i � - - - 18" STORM � � � i 1 R' �I � N _� � 77 '� � � / 'i ED 12" DIP WATER MAIN ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. PDE � .> .E E- - PDE PDE � � � - � �.�� > �� - ., "r � ' � 127 (MCCR/MMON PARKWAY) 81 +00 82+00 83+00 i i i ; STA. 80+47.06 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 305.85 5' M�N. COVER (TYP,) 4.0' TYP. PROPOSED 950 LF 12" C-900 DR-18 PVC REUSE MAIN 84+00 � � -------------------------------------------- - - - - - _ _ _,-�-�. -� PROPOSED GRADE EXISTING GROUND 5' M�N. COVER (TYP,) PROPOSED 12" C-900 DR-18 PVC REUSE�MAIN � PROPOSED 12" C-900 DR-18 PVC REUSE MAIN m. .� � '� v - � � � � �V 85+00 � 4� Q � �__ � � � ----___ 3.s'M�N. - - - - ` - - -- - 8.2' M�N. CLR. � � � � � � ` - - - - - - - - - - CLR, � _ ` � � PROPOSED 16" � � � � I � � ♦ 0 SANITARY SE�yER � � � � � ` - _ _ _ P$R,OPOS� � i CASING PIPE � � ♦ � � � _ _ � � - _ � PROPOSED 950 LF 12" C-900 ♦ � � � � - — — — — — � � — � _ DR-18 PVC REUSE MAIN � - - — ' — � �_ � � � / i I ii ii i il�i� _. ,_—_ _— _ —_—,_ _—. _—. _._ ♦ � ! PROPOSED �' 36" STORM 79 w i � J > wz W Q I-- � a Cp0°o �xN +• � N N �� Q�� . m. m m. �q0 83 /� � ?��7 40 20 0 40 80 I I `� ; — PLANS 86 +50 PLANS PREPARED BY: �oCr��Q��0�� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 �AXe �9�9� 6»-zaso Nc ucENSE �F-oioz �zo,q 318 � 0 W � a o�uc 3�4 a Z � a 310 306 302 • • �� W � a � W _ H W ► 0 a Z Q �ii Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS z 0 � � � � c C Z W J = � = � O � 0 � 0 R WM-7 ----------------------- �, c � � � � o �, � � � � �, ; � � � � , � � � � Q � � ', o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , O , o i � �, O � � � � � I � I� o �� i �i ', � i � , O � � � � � ; i j � � � °� i L �i � � � � o � cu ' O � � �, � � � i J �� v � �, � I � , o � N � � � � �-----------------------�' STA. 8 6 + 89 .82 135 LF 16" SANITARY SEWER CASING PIPE STEEL CASING MIN. 0.250 INCHES THICK. CONTRACTOR TO COORDINATE WITH DEVELOPER TO ENSURE INVERT DEPTHS ARE SUFFICIENT TO ACCOMODATE FLOW FROM PROPOSED SITE. I.E. 304.17 � � � � � � � � Z � � o � o � �• � � 318 314 310 306 302 298 294 �'� , 61.6 E L �, i � 64.86 & +�� , � � . = , . �.s�� s� . �- .e � _ �IS� _ w _ i � . ' '_ /��y� _ `yJ � _ � � SR-3 � �, 2� (MC Z 8��00 �_ cR/M/�pN pA s �v 88+p0 � ,�5� / I.E. 303.25 � �� STA. 88+00.00 PROPOSED 12" ISOLATION VALVE (SEE DETAIL 06500.04 SHT. WD2) PROPOSED REINFORCED BLOCKING �'9 O �� '9 `�O %J 40 20 0 40 80 PLANS � 8" RJ DIP WATER LINE � � <rr� - I � PI Sta 87+39.30 D = 26' 33' 38.6" (LT) D = 4" 35' 54.2" L = 577.61' T = 294.09' R = 1,246.00' � -- r ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED � \ ` `, � � . �'+� � c �% �� r AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE �E � � � � \ �8-- - (ME _ ` � BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED '� `��- �R ° P�° ` To ' WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF \ cR �_ P� ENGINEERING. � �� I \ � ° � 1 , �� ; �,�. � _ E PROPOSED 12" DIP PC-350 WATER MAIN � � � � � � � � � � � � . --- _- �- ' � - - --- I I � � 90+00 -__ 91 +00 � � � � 92+�� :d• .48 � � �� "0 oN0 N � N N p + � • � PROPOSED 838 LF 12" C-900 P DR-18 PVC REUSE MAIN t° � N d + " ♦ J cn PI Sta 91 +01.41 � D= 7' 12' 14.9" (LT) � �' c� D= 4' 35' 22.8" � w a L = 156.96' 0° T = 78.59' R = 1,248.36' NOTES: 1. ALL CASING PIPE 16-INCH (MIN. 0.250 INCHES THICK). 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN AND 12" REUSE MAIN. _ � � � T� � � � � �N � � � _ � �R �� IC � � � � �1 � . �J - . �o � \ � / � 1 \ � \ \�\ � � � 1 � �� \ �— � %\� � - � \ „ � ,� � \ � �i a � \ / \ � � . � � \ � � �� c � � � CR �� . - 1 \ � � `1 _ � � . \ � -' , � �F�� _ , ,, �; � , F '; I I R; IS� , CR � ' � � � I � 4+00 � � � ;�: � �. 9 ,� , � , » � � a � - ii fi ' . _ �� _ , � _ , � , iiL ,, -, � . � � \� , � �' � -o � , I I _ E� o �� R � 5� \ 1 „� � � 1 � �1 I - a C �� g'�, � � � � � � . \ � '�� i� ' I � � ��?, _ 1 � �� , 1�� , \� —�1 1 , �; ��( -4' 1 � �� i I �',X� cA1 O i , �� , � � Z � �� ' . STA. 94+75.00 1 � , � PROPOSED 12" ISOLATION VALVE � �.� � "� (SEE DETAIL 06500.04 SHT. WD2) � � J PROPOSED REINFORCED BLOCKING � � � r�1,� , �� i , STA. 94+87.24 � m" � � PROPOSED 2" BLOW-OFF ASSEMBLY � `1 � `_ END OF RECLAIMED WATER LINE \ � � (SEE DETAIL 06500.05 SHT WD3) \ � r�� \ ' \ � � � � � 1 � 1 '' � 1� � \ , `, � � � � EXISTING GROUND - - - - -- - - --- - - -- - - - - - - - _H_ � - _ _ I�- - - -- - - --- - - -- - - - - - - � � � � � - — — — — � w Z I � � � � I-I- � ' '� � � - Q U - ♦ PROPOSED GRADE � - - - - - -� � � � � Zm _ _ _ � _ _ _ _ _. - _ ._ _ _. � O � 0 _ � - — — — — — � ~ w � _ _ _ � O � �i � � - O � + _ — � I I ' ��I � � . �� ` ♦ — � Z i _ � _ _ �� cV w ♦ •� � � � PROPOSED 16" SAN�TARY PR��°4SEp � �, � ` ♦ � � � � O SE�yER CASING PIPE _ 2 C—gp� � DR_ � lg -� � � � � f � � � � � � P�� REUSE M -� � � �� . � � AIIV � -- - -- 5, M�N � COVER (TYP.) � � —. — ` �� I I I� I I I I I � ♦ ♦ +50 87 � wZ J Y Q U ]O Z m o�Q O Q W U 00� +cl�o 00 z �� N w Q�� v � � - 8� _ B 91 PROPOSED 838 LF 12" C-900 DR-18 PVC REUSE MAIN 92 93 PROPOSED 36" STORM �s" M�N. GLR, 95 PLANS PREPARED BY: �oCr��Q��0�� PO B�X 33068 RALtIGH, NC 27636-3068 PHONE. (9i9) 677-2000 rAxe �9i9� 6��-zoso Nc ucENSE �F-oio2 �zo,q 318 � 0 W � a o�uc 3�4 a z a 310 � a Z z 0 � J �V � � y 306 � � � a �- o 1� ry � W M o � o� � 3�2 a � W H 298 � 0 a C Z Q W z 2 94 � a KHA PROJECT: 012108004 DAT Ee 2 9 � 03-15-1017 100% PLANS Z 0 = W � � c C Z � W J = � = � O � 0 � 0 RWM-8 ----------------------- � c � � � � � '� N i � i W � � I �i � � ' � � � � � Q � � �, o � o � � o � N � � , O � � � � � � � � I � � o � � i � c � � � � , O 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � i j I �i i L i � � O � cu ' O � � �, � � � i J �� v � ', � I' � � � I � � N � � � � � 332 328 324 320 316 312 308 304 � ,�� Z N � .o � -, � ; � , � � � - �� 1 � �x �o � � o k �.� `� -w� � - � � ,_ � ,, , STATION EQUALITY STA. 79+85.69 McCRIMMON PARKWAY= STA. 100+00.00 SOUTHPORT DRIVE 1— 12" X 8" TEE 1 — 8" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) PROPOSED REINFORCED BLOCKING c�d ' � � P�E F \� ti �°. ' STA. 101 +45.95 1 — 8" 11.25° BEND .�. � o� "� � _ . � �� - � 102+�� 1 �i_4" E ` 1'��p , ' 36•4» E 0 • 26 1 g0 j � - ' N � 1�+� r N � �* 1 �\ � � � � �-------�1--Sta-- ��2+37.5 p = 10' 29' 5.9" (f - ` 49.0" L = 220.94' T = 1 10.78' R = 1,207.00' PROPOSED 527 LF 8" C-905 DR-18 PVC REUSE MAIN �_� ORT pRIVE ' S�UTHP 103+00 -1 1.0' (TYP.) r �--= � �o / -�, �-, ,-�-, � � � 4+00 0 PI Sta 103+25.89 p = 10' 29' 15.9" (RT) D=4'48'09.6" L = 218.37' T = 109.49' R = 1,193.00' ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING. � � PROPOSED 12" DIP PC-350 WATER ti � � ,, f _ .. � � 1Sa � � 105+00 S 8 9' 0 4' 0 7. 6" E V � � Q � L',, d o STA. 105+30.83 � 1 — 8" PLUG � 1- 2�� BLOW OFF ASSEMBLY � 1- 8 GATE VALVE ASSEMBLY ,r� �1dW� _ _ "��— � (SEE DETAIL 06500.04 SHT. WD3J � :- � � � � z r � ,8b°0 �=1f10 '�N °9Z�=d01 8� . �_-------- < � � m� e � � _ �� 1S8 0 a r D v w Z D 0 � � �` 40 2 0 0 40 80 PLANS (%�r�-I („%�� I �rl �� I 100 101 102 103 104 105 PLANS PREPARED BY: Kimley>>> Horn PO F�X 33068 hALtIGH, NC 27636-3068 PHONE. (9iq) 677-2000 �AXe �9�9� 6»-zaso Nc ucENSE �F-oioz �zo,q 332 � 0 W � a o�uc 328 a z � a 324 320 316 312 � � 304 � a Z z O � J �V � � y Q � � a �o U ry � � M o �; oc a � W _ H W ► 0 a C Z Q �ii Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS Z O ► W � � 0 C Z W J = � = � O � 0 � 0 RWM-9 PLANS PREPARED BY: � � � � � � � � � Kimley>>> Horn _ _�_ __�- - _ �__ _ _ ___ ___ _ ____ _ _______ ___ _ _ _ _ _ _ ____- - --- ----- - - ---- -� - - - --- - - - - ----�- 344 , i I f i I f ___ _� i -- --- 344 � � � � PO B�X 33D68 I I � I I I � I I I I � I I I� I I I I� I� � I � I � I� I� I � I � I � � I � I I� I� I I� I I I� I� � � I � I� � I I I� �� ' I � I I '' ' ' ' '' I I I I �A��i� Nc 27636 �� 8 --.� _ _..I _.�_� _ _II _II _II._ _I _ __ _._ -_ - - - _ _- _. _ _ _ _ _- - _ -_ _ _._ __ _ _ _ _-_ __. _ _ _.-- - -- -- ---- - - i - - - _ I _ _ I I PHONEH�'9�a� 67�-z000 6 I I I I I I � � � . __-_ _ � ► � ♦ � I I � rAxe �9i9� 6��-zoso I I I I I I I I i � � �� '� � � � NC LICENSE "F-olo2 I � O2G�9 340 �_. �_ _ _ _ __ _ __ _ _ ___ _ _ ___ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ ___ _ _ __ _ _ ` � - - - � � -i 340 i � _ i i -� � � � , _ __ _ _. _ i _ _ _. _ _ _ _ __ _ _ _. _ _ _ — � I I � � , I _ I � _ _� — — I_ � 1 — — — — — — — — — — �J— — 336 � ! - _ _ _ _ _ __ _ _ � _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ ___ _ ___ i i I I � I i I -� 1 � - I i I � � � 336 I I I I I I I I i I ' I � I I I I I I I I �- -� --- � �- --. . _. � - - - - - - - - -- _ _- - - - - - - _. - -- - - -. __ _ _ _ _ _ _ _ - - - I_ I I I I I I I I I I I I `` �♦ '' I I I I i I I I SEAL ♦ i - _ _I_ --�- � -� - - �- - - _ �-- 1 „ AT R • _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _- _ _ _ _ - -�- -f-- -�- - - �- 332 2 �MA�N 332 �� 1s' M�N. i _ � i � _ - -- - � - - � _ i , i , , CLR. __. _ _ _ _ _ _ - -- �il I I I I I I I I _._I_ -- - - I� I ____�-._I I I A►N _ _ _ _ _ _ _ _ �_ _ - _. _1- - -�- - - - H _ _ _ __ _ _ _ _ _ 12" �IyATER - �- - - - -- - . _ _ _ _ _ _ _ _ 1 _ _I_ --.-- I _ _ __ _ _ _ _ -- - - 32 8 6 REU 12" REUSE MA�N I II I I I I I �I 32 8 I I I I I I I I I I I I I i i l I I I I I I I I I I I I I I I I I I I I - -i --�-- �i- -- _ i _ - --- - -- - - - -- _ _ - - - - - - - - - - - - -- - - - - - MA�N �s' M�N. -f - i- - - i I I I I I I I i 8„ CLR, I I I I I - --- --- --. . _. . _ _. - - - - - -- - - - - - - - - - _ _..- - - - - - -. _. - - - - - -. _ _ RE�SE _ _ _ _ _ _ _ _ - -- - 324 '- � -{ � - �- -� �-- --- ---- ------- - ---- - -- --- -- ---- - --- - � a�N � _ � 324 �- - - -- _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ ___ _ __ - - -� _ _ ._ _, _._- 6" REUSE CROSSING - - - - - 8" REUSE CROSSING -- �- STA. 36 + 50.00 STA. 50 + 35.00 '- � 3 2 0 ,- -� _ � -- - � - � � ' � � � � � � _ _ _ _ � f- -�- -- 3 2 0 - - - - -- - - - - - - - - -- - - , - - , -- _i_ __�- - _ _ i_ - - - _ __ _ _ _ _ __ _ _ _ _ --- � � , -�__ _i_ _�_. _ _ _ _ _ _ __ __ _ _ _ _ _ � ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY � � WATER SYSTEM SHALL BE RESTRAINED. THE RECLAIMED WATER DISTRIBUTION � I SPECIFICATION IS BASED ON MECHANICAL RESTRAINING METHODS PROVIDED - � I- � - -- -- - AT ALL JOINTS, REGARDLESS OF PIPE MATERIAL. TYPICAL CONCRETE - - � f -1 - i i- - - - - -- - - - - - - - - --- - - --- - - - --- BLOCKING AND RODDING SHALL NOT BE UTILIZED FOR THE RECLAIMED - - -- - - -f i _ _ _ _ __ __ _ ___ _ _ _ WATER SYSTEM UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF --- - - - - _ - - - - _ - � � - ENGINEERING. � 0+00 �� 2� �� 0 �+00 2+�0 z 0 = � � � 0 0 z - --- -i- - i-- - - - -- - - - - - - _ _ - - - - - - - - - - - - -. _ _ _ _ _ - - - - - - --i -- - - - W i- i -� i - �- -i -�- --- ---- --�----- - ---- - -- --- -- ----- - --- -- - --- -� i- - i � � o �„ _- - - -- -- - - -- - - - -- - - - - - - - - - - c � - � �- - - - - -- - --- - -- - - - - - - - - - -- - --- _ _ _ _ _ _ � _ _ �_ _ Q � I_ - _ _ I_ _ , . : _ _ __ _ _ _. _ __. _ __ _ _ _ � _ a � I I I � -- - - - - --- - - -- - � _� a o - -�__��- - � _ _� _ --- --- - ---- - ------- --- - ---- - - ----- - --- ----- - - ---- - --- --- - - - --- - �_� _ �_ _ _�,-- � _ _�_ - -- - i- - _ __ _ _ _ _ _ __ _ __ _ _ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - - -- - - --- - - -- - - - - - - - - - - -- - - -�- -�- - - a o � - - - -- - - - - - - - - - - - - -� - _I _ �- � �{ � � ;- -� --- ---- -�----- - ---- - -- --- -- ---- - --- -- --- � -;- - � � - -;---�--- - ___ �_-- _ ___ __._.__ ___ _ ____ _ _______ ___ _ ___ _ _ _ _____ _ ___ ______ _ ______ _ ___ _____ _ _ ___ _ ___ - -� -� -- - --�- aU - � � - I- - - - -- - -- - - -- - - _- - - - - - -- - -- - - _ - - --- - - - - - - - - - - -I - - �- -I - � W ry � - - � � H Q I I I I v I I I I I 1 I I i I � I I I I I I � o a � � I I W M O � I I I I I a � W _ ! I I I I I H � — W � � � I I I O I I I I I I I I I I I I I I I I I y Q I I o � I I I I � p � Q � I KHA PROJECT: i i i i i 012108004 DAT ED �_ — 11-02-2016 i i i � _ _ � - i i i � � i � i i � i i � � i � i 100% PLANS RWM-10 ----------------------- � c � � � � ' O �� ', Q � � ', ; � ' � i � � i Q � � ', o � o � � o � N � � , O � � � � � � � I � � o � � i i � � � , O 0 � Q � v � � , o � ' � � � � � �i � I� o i � i � '� � � O , O i � � � � � ; � �j � � � °� i L i � � � � o � cu ' O � � �, � � � i J �� v � ', � � � , o � N � � � � � � i � � � I i� �� ,, �; �„ � c;� �1 � � I I I�� I �� _� u I N _ ~ I I I � � � � II�I � �'; II I � � I � I i�i i fm - �� n � � �I I � � � � � � �� @� �� I �� II�� ,� �� I � I � �I ; II = I I I � � �I i� �I � �� .� I � � � � i � ►� � � � � , II � ; I � I �II�� ;II� I � I II� � I , � � II ��; I I � � i I � CB TOP=34F,44' ca � � � 3. I ,I cB y I�,� � � 9 � �� I �!'R � � �� I �� O 00 �� , �II� � �, � t� 6 � � �� O EXISTING 12" WATER LINE— `O� �sTaT�c VERIFY RESTRAINT ON EXISTING WATER LINE PRIOR TO TYING IN � �� i �� ; , - - - - ^ ,i �qf� � � 0 ` O �� ) DUCT� I a9 - � I �_ � �- I I JI I � I � � � �� o � I i I � �" — � �� . ,�� o � R, � � � o � �I �� \� �I I� I �� i ; F o - -1- - i , - -� - --- - � \ � \� ' I I '� ,� ,� .f � _ �� I i � ' I � 350 346 342 338 334 330 326 322 STA. 19+00.00 CONNECT TO EXISTING PIPE 1 -12" ISOLATION VALVE 1 -22.5° BEND (SEE DETAIL 06000.10 SHT. WD2) PROPOSED REINFORCED BLOCKING � EXIST._12" WM EXISTING FIRE HYDRANT TO BE RELOCATED AS SHOWN (DETAIL 06000.06 SHT. WD2) - 64 I y �u' i;�� a � 9 _ �—,_ �- 3. } ' � :-rp-H--� �. -'� - = 20+00 21 +00 S 85' 53' 00.9" E o _ N 71' 36' .1 " E Y,I STA. 19+ 15.06 1 -22.5° BEND �afli' � -j��r��1M �U�N � r�rt STA, 19+00 TO STA. 19+75 w ` a' C' a w Z _ � J Y z >o ~ J � z m x ow oQ o O O� Q U O o�w� � � o mo � +� cno + rnw�^ Z rn Q Z N N� Q � O I I � N � � 19 � ♦ ` ♦ — � `` � _ � Z � � X w w � a U O w � 20 STA. 19 + 54.00 RELOCATE EXISTING FH CONNECT TO NEW 12" WM 21 �� I Q K �„ � ;; ;' ,,' I ,. I _ /� , � � � , - �I � 0 ———————————————� ———� �— ——————— —— —————————————————— � I �_ N � �"? �'� w �� : - � �� PI Sta 22+40.71 , r D= 1' 04' 50.1 "(LT) D = 0` 38' 23.6" � L = 168.87' T = 84.44' R = 895400' D � > � , n � J 0 + • ��I_32� � ��_ � �� . %4 `� �� Q I �,,�� J � \; A � I TOP=327.2 � �\ INV. W(E)=�� I��.OUW) � ♦ ss H � �� N TOP= 33.60' � ��, — — � _ INV. 0 T=328.77' • = F _ r, � �-v . . P � �5 R� �/ � 22+00 - 23+00 22 PROPOSED 850 LF 12" DIP PC-350 WATER MAIN -�� INV=329.81' __ — SR-3127 (MCCRIMMON PARKWAY) --�� ppE � _ \ P�E � I _ i � � /I I � � � - - - nr�,,,�,..-- 23 � MIN. JVER (TYP.) RE HYDRANTS TO SERVE FUTURE DEVELOPMENT �ALL BE PROVIDED BY DEVELOPERS TO MAINTIAN )WN OF MORRISVILLE FIRE DEPARTMENT �'DRANT SPACING STANDARDS. � vV�i1�tSHO PLANS PREPARED BY: � N C��C��Q �� 0�[� � Z � M � Q Z 40 20 0 40 80 PLANS � � � � �;� � _, _ � ;3 � a3� � ��:3 � ;� � �� 4 � ��3 4�� 4�.� 3 � � �`�'? 4:� � - � � 4.0' TYP. 25+00 ... _ . -. .. — — � �— � '-- . .— . L �._-.._�. , . ..._ E _Ex �- � -� �o� G��,�r_ — 26+�� 27+0� �� S 86' 57' 50.9" E � . � S 25 rF,� �' P;: - ♦ � � — — — — — — � � � �� 26 D � _ r z � � D � CJi O O r� 2 � � --� � � � 27 +50 350 346 PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAxe (919) 677-2050 NC LICENSE "F-0102 C�20�9 � 0 W � a o�uc a z � a 342 � a Z z O � J �V � � � 338 � � _ � � a �- o U ry � � � M O N a 334 � W _ H W 330 � 0 a Z Q �ii Z 326 � a KHA PROJECT: 012108004 DAT Ee 3 2 2 03-15-1017 100% PLANS WM-1 z 0 = W � � c C Z � W J = � = � � 0 � 0 ----------------------- � C � � I O � N � � ', � ', � � ' � � � � '� � , o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , o 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � � ; � �j i � i �i i L i � � O � cu ' O � � �, � � � i J �� v � � � � I' � � � , o � N � � � � � 346 342 338 334 330 326 322 318 � �� '_ _ � \ � \e STA. 28+00.00 PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAIL 06000.06 SHT WD2) � � � `z a °° �� 2 Z� �� r � 29 kp0 ,�� 4.0' TYP. 3�+p0 � i ��. �� E ��, �� E �P � /0 ti AF � OODS � / � ��r 31+00 32+00 PROPOSED 950 LF 12" DIP PC-350 WATER MAIN 33+00 . �_ SR_3 � 27 (MCCRIMMON PARKWq y ) . 1 -vJ �t , - l • . • � � ,— � � � � �, N :° � � o .o.e k � . � f � //- � � � t� � � pp� `p� � _. _ ` PDE � . .� ^ : . ., � . y� - " �� " ppE PROPOSED 12" C-900 �S / � DR-18 PVC REUSE �� % � � PDE �� .� DE E �z � N a•'s �_ P E � � E � � � i , v�oo�s � '� � +��= RE HYDRANTS TO SERVE FUTURE DEVELOPMENT �ALL BE PROVIDED BY DEVELOPERS TO MAINTAI )WN OF MORRISVILLE FIRE DEPARTMENT YDRANT SPACING STANDARDS. � J � � � � � ; ��-�,_r.�-,-. F � 33, 5 „ � N a�� \92 °9a W a � �_ � � STA. 34+85.00 1 - 12"x 12" TEE 1 - 12" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) 35��0 21 LF 12" RJ DIP WM 1 — 12" ISOLATION VALVE 1— 2" BLOW OFF ASSEMBLY (SEE DETAIL 06000.10 SHT. WD2 & DETAIL 06000.11 SHT. WD2) PI Sta 37+88.57 D = 84' 34' 19.1 " (RT) D = 5' 25' 32.7" L = 1,558.72' T = 960.41' R = 1,056.00' STA. 36+50.00 PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAIL 06000.06 SHT WD2) � 36�` �0 � J �p.� S�� N' et � �� 3� �S � � � �O 00' � � �= �� - � vl 2 Z� �Q �C��v �t� �� 2 � a0 � 40 20 0 40 80 h � �7T� __ PLANS c�n I a Q c�n �� c�n I a Q + 50 28 29 30 31 32 33 34 35 36 37 PLANS PREPARED BY: ��C��Q��0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 �zo,q 346 � 0 W � a o�uc 342 a z � a 338 � a Z z O � J �V � � y 334 � � _ � � a `- o U ry � � M o �; oc 330 a � W _ H W 326 ' 0 a C Z Q �ii Z 322 � a KHA PROJECT: 012108004 DAT Ee 3.� $ 03-15-1017 100% PLANS WM-2 z 0 = W � � c C Z � W J = � = � O � 0 � 0 ----------------------- �� o �� w ', � I i J i � � � � , � � � �� , o � o � � o � N � � , O � � � � � � � I � � o � � i � c � � � � , o 0 � Q � v � � � o �'I � � � i �, � I o � � i � i �i ', � i � , o � � � � z � � ; � �j i � � °� i L i � � � � o � cu � � � o ', � � � i J �� v � � � � I' � � � , o � N � � � � �-----------------------�' RE HYDRANTS TO SERVE FUTURE DEVELOPMEN". �ALL BE PROVIDED BY DEVELOPERS TO MAINTA )WN OF MORRISVILLE FIRE DEPARTMENT YDRANT SPACING STANDARDS. 346 342 338 334 330 326 322 318 39+p0 � � 40+00 __� PROPOSED 950 LF 12" DIP PC-350 WATER MAIN 4.0' TYP. 41 +00 � 42+00 '� (MCCRI MMON PARKWq Y) SR.3�27 � e_�� .. , ' :., r ._� ;�, _ 1�� ,, _ � Pp � °� Q�� E � _ � o/ � �� .�� 1 -------------------------------------- � �� . . .� . � , . � � A � ,. , �� `� ".< . .° <_ , ^ " � �' ^7� r�\ �N� d �1: \ � PROPOSED 12" C-900 � DR-18 PVC REUSE MAIN �OODS ��-� �-��N-N-�-�rN- , , � � ��-��-� _ _ � � � � ` � -- � � EXISTING GROUND _ _ � ` � � � � � � � � � �� - - _ � � ` ` ► � � � � � � � � - - � � ! - - - - � � � � . - 37 m 39 5' MIN. COVER (TYP.) � ♦ . ♦ � 44 F STA. 44+00.00 PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAIL 06000.06 SHT WDZ) 45+�0 — PROPOSED GRADE _ P pE � c O� PROPOSED 12" DIP P�-350 WM PROPOSED 950 LF 12" DIP PC-350 WATER MAIN �- 42 � . ♦ i � 19" M�N. � � � CLR. � � / liiiiiiiii � PROPOSED / � - � � 36 STORM � � RESTRAINED JOINT PIPE � � �- STA, 43+90 TO STA, 44+10 � � � � ♦ � �� 43 45 I I I I I � i � � i �' � � � � r � 2 � 0 O � W � �Q � ? 2 � � NA� 83 /N� 20>> 40 20 0 40 80 �_��_��I�\ � PLANS 46 +50 PLANS PREPARED BY: ��C��Q��0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 Nc ucENSE �F-oioz �zo,q 346 � 0 W � a o�uc 342 a z � a 338 � a zz 0 � J �V � � y 334 � � _ � � a `- O 1� ry � W M o � oc `^ 330 a � W _ H W 326 ' 0 a Z � � 322 � a KHA PROJECT: 012108004 DAT Ee 3.� $ 03-15-1017 100% PLANS WM-3 z O H � W � � c C Z � W J = � = � O � 0 � 0 ----------------------- � C � � � I o �I � � ', � '� � � ' � � � � � a ', o � o � � o � N � � , O � � � � �, � � � c �� i i O � � , o , o I O � � � � � I � I� o �� °� ', � �� o , o � � � z � i j I �i � L ' � � � � o � cu ' O � � ', � � � i J �� v � ,I � �� , O � N �, � � � � FIRE HYDRANTS TO SERVE FUTURE DEVELOPMENT PLANS PREPARED BY: SHALL BE PROVIDED BY DEVELOPERS TO MAINTAIN ----------��- �—��— ;; , TOWN OF MORRISVILLE FIRE DEPARTMENT � �, HYDRANT SPACING STANDARDS. ��[(�� c ��i� ��[�[(� �. , �,, `�-' NAD 83 / NA 2011 P° ��x �3�� , - � RALEIGH, NC 27636-3068 i PHONE. 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WM-1 1 FOR WATER � CROSSING PROFILE. c C Z ... �,. � �- - - � �- - � � � � � � � _ _ _ _ _ _ ' EXISTING GROUND � � _ � � � � - - � � . _ _ _ _ _ _� � �- I W � � i i � � � � �_�- --- -; �- - ' 3 4 2 � S��.L � 342 '- � - { ' � . - � . , - � - � � � �� . - -�-- - - - � � � - - - � ♦ - �� ..� `''� - -- - ��♦ ` ��`-��--� - -- - - - _ ��_` - - - - o� ��,r � - i_ ♦ ` � � _. _ i .� � 0 ;�� - - � -- - - - - - -- - --- - - ♦ - - - � �� O � � , - — ♦ � Q � _v � i_ � ' / _ _ , . : I i - - _ _ --- - - --- - - - - � ` I _ -� a �� O - -� _ _ � - _ � _ _ - - - _- 338 � � � � - - --- - - - - ' _ _ _ _ '- - �_ _ _ -- � -- 338 z w� ��- z ------- --- - ---- - - ----- - --- ----- - - ---- - --- _i_ _ i_ � _ � - _ __ _ _ _ _ _ __ _ __ _ _ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ - - - - - --- - - -- - - - - � - - Q M� o - � - -- - - - - - -- - - - - - � - - - - - - - a � � � - - - - - - . ._ 334 '- ' � � � � _ _ _ PROPosE� GRADE ��- - - - - - - - - - ��-I- I -i- �- ' 334 �' � � ---___ _ ___ _____ _ _ ___ _ ___ - -. i_ f I f a v _ � . f . i i i i i i i i - — — —� — — �— — — o Z i � 4+ ry RESTRAINED JOINT PIPE ' � = 4+ H 330 � � ; = sTA, 48+60 TO STA. 50+25 =� #-�--��,�-� 330 ��_ � i � i i i i i_� � -- __ __ , .. . . i i �o a 5 MIN. COVER (TYP.) , W M � - 30" M�N. COVER (UTILITY CROSSING ONLY) p o� � � 326 a 326 PROPOSED 12" DIP PC-350 WM i — — . �. � —. _. _ _ . _,— I -- —. —. —. . . _— -- . _ --. — --. . _ _ .� — — --_ — . . . _ �. � s" M�N. W - PROPOSED CLR, _ , _ i -H . - i - 15" STORM W l [ �I - i = 322 � _ � - � 322 � � i � i i i i i � � � � � � � � � � ° _ -� i i i a _ C RESTRAINED JOINT PIPE � Z W PROPOSED 950 LF 12" DIP � a Z J I` STA. 50+56.59 TO _ Z STA. 50+76.59 PC-350 WATER MAIN � 3�O � I I � I � i I � 3�� a o z � { 2 O - KHA P�oJECT: F= ,,, 012108004 a � � o� � - - o v�i o �� - -i i i oArEe 03-15-2017 0 314 � � oo � �-�- � � � � � 314 I I I I + w J I I �. V � I I I I I I I � o � � N `��' 100% PLANS _ . T Q p N - — -,- --� �— -- --- --, - Q � I T� �T _�-�- T- -T -�- - T� �� -T -�-�- T� �T.- --�-�- �- �T - _ - T� � - -�-�- ,� �T _- T - , -- , Nd Q ��- +50 47 48 49 50 51 52 53 54 55 56 �M'� ----------------------- ', c � � � � � ' O � � � N � � � W � ', � ', ; � ' � � � � � a ', o � o � � o � N � � , O � � � � �, � � i C 0 � � i � c � � � � , o 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � i j I �i � L � � I O � cu ' O � � �, � � � i J �� v � ,I � � � � � , O � N ' � � � �-----------------------�' -1RE HYDRANTS TO SERVE FUTURE DEVELOPMENT ;HALL BE PROVIDED BY DEVELOPERS TO MAINTAI -OWN OF MORRISVILLE FIRE DEPARTMENT �YDRANT SPACING STANDARDS. 342 338 334 330 326 322 318 314 57+00 _ _ � ��''� -� '�M- ' � � . , �. . �. � !"1 � n r _ � U � - 58+00 4.0' TYP. 59+00 _ � p� 60+00 , _ ,�, , I . . ., ., ., ., ., ., �. ., - . , .. � .. _ ,. - � z. _, o . -. � `�` �'-- --------------------- ----. N � Z � � � � _ � _ � _ � � � �98� �� U � ,. ' ,, � � , „ r � . 1 _� � „ s . , . ,C . , ';_ ' — z e �. Y o � �: .. . , , . _ - : � - .— — „ � r 6 �., � � , <. � �� __ :�,. n _ �� t I .� , ' � .� . , . � ' .. '' _ ' i `- � . � C 1 I . � .'Y o .�..�. , ______________'_ 1 :-. PI Sta 59+45.62 D = 17' 22' 12.7" (LT) D = 1 ` 56' 22.6" L = 895.56' T = 451.24' R = 2,954.00' STA. 60+50.00 PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAIL 06000.06 SHT. WD2) 56 57 ---------- �---; --,--� - ,� � , __ �� i i :� i i � 4� i i � PROPOSED 12" C-900 DR-18 PVC REUSE MAIN 59 61 +00 � 62 +00 �— PROPOSED 950 LF 12" DIP PC-350 WATER MAIN 63+00 64 + 00 Iso r - _ � ARKWAY) _ MCCRI MM�N P SR 3127 ( �,\ ------------------------�-- + 58 58.5'� E ��E —ir� `---------------------- � _—E------ � E� � STA. 64+40.00 PROPOSED 12" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) PROPOSED REINFORCED BLOCKING NA� 83 /NA 2411 40 20 0 40 80 % � � � � � �� PLANS g•+ 45' 44.6" � s / � — � � � � � � � � EXISTING GROUND - � -- - � - - - - - - - - - - - - - -- � � � I ` i I— — — — — — — — — — — — — — —I � _ — - - - - ` _ _ - _ - - - - - - � � � ► � � '` - - -I - _ � � ---. _ _ _._. _ � -- - - --- - - - - - - -- - - -- � � � - - - - - - - - J _ � . -- - - - - - - - - - - - - - -- - - - - - - - � - � - - - - - - -- - - � - ' � �- - - -- - - - ` - � -- � - --- - - - - --- - - - - - - - - - - � - I � � _ _ � . -- _ _ _ _ _ _ _ _ _ - _ __ _ _ __ _ - ____ _ _ ___- _ _ __ _ _. - _. ♦ -- - - - - - -- - -- - - _ _ - --- - - - - - - � _ � _ . ♦ ♦ _ � — ♦ _ � � � PROPOSED GRADE � �- _ ♦ � . ♦ � �� 5' M�N. COVER (TYP,) RESTRAINED JOINT PIPE �� STA, 60+40 TO STA, 60+60 �� • � 61 62 PROPOSED 12" DIP PC-350 WM PROPOSED 950 LF 12" DIP PC-350 WATER MAIN 63 RESTRAINED JOINT PIPE STA, 63+65 TO STA. Fi5+15 a�i � ��_�_ � z_ J Y U 1 > � � Z m 0 � O � � - �oQw + w � U � �o�o a-�. T Qo� Z H � N w (%� � r � 64 ♦ ♦ ♦ ♦ 65 +50 PLANS PREPARED BY: ��C��Q��0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 C�20�9 342 � 0 W � a o�uc 338 z a 334 330 326 322 318 314 � a Z z O � J �V � � y Q � � a �- o U ry � � M o �; a � W _ H W ► 0 a C Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS z 0 = � � � c C Z W J = � � � O � 0 � 0 ----------------------- I� � I o �I � � ', � �� ; � ' � � � � � a � � ', o � o � � o � N � � , O � � � � � � � � I � � o � � i � c � � � � , O 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � i j I �i i L i � � O � cu ' O � � �, � � � i J �� v � � � � I' � � � , o � N � � � � � 330 326 322 318 314 310 306 302 NOTES: 1. ALL CASING PIPE 16-INCH (MIN. 0.250 INCHES THICK�. 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN AND 12" REUSE MAIN. STA. 65+70.00 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 315.60 66+00 i .� �� S � _ �;�� — � � a ; 67+00 V�OOD � , PROPOSED 950 LF 12" DIP PC-350 WATER MAIN 68+00 � � ��,� _� �� — -- 69+00 i / � STA. 69+80.00 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 312.52 � STA. 70+50.00 PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAIL 06000.06 SHT WD2) STA. 72+00 PROPOSED 12" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) PROPOSED REINFORCED BLOCKING � ,O 7 � +�� — i 72 + I� FIRE HYDRANTS TO SERVE FUTURE DEVELOPMENT SHALL BE PROVIDED BY DEVELOPERS TO MAINTAIN TOWN OF MORRISVILLE FIRE DEPARTMENT HYDRANT SPACING STANDARDS. �. � -- �.r r-,LJ t PpE � 7 �� 73+00 74+00 S 19 " 4 5' 4 4. 6" E , , SR-3127 (MCCR/ MMON PARKWA Y) o . � ., , , � � . . _. o � - � _. � e � . , .�, � . � � , � , � . „ . , - _ , . � , . .;, _ � _ � ' d ,�^ _ � PDE �' I.E. 312.04 PROPOSED 1 I.E. 315.12 �0 pOF �.� DR-18 PVC --------- !� �. --- -�F--- ---------- ----P,�� ----------------- PAE---------- � ----------!'��------ --- - E ---- 7 ------- W———— ——————————————————— — i A� ,/S ---- F rn � \ E ��. 1 E PL� ;�� --- - � - P6 ..r.G �51 � � 2 r z r� � D � C7� + � O .-. 2 fTl 40 20 0 40 80 PLANS +50 66 67 68 69 70 71 72 73 74 75 1 PLANS PREPARED BY: I ��C��Q�� 0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 C�20�9 330 � 0 W � a o�uc 326 a z � a 322 318 314 310 306 302 � a Z z O � J �V � � y Q � � a �o U ry � � M o �; oc a � W _ H W ► 0 a C Z Q �ii Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS WM-6 Z 0 = W � � c C Z W J = � = � O � 0 � 0 ----------------------- �, c � � � � � � o � N 'I � ', � '� � � ' � � � � � Q � � ', o � o � � o � N � � , O � � � � � � � I � � o � � i i � � � , O , o �� , o � ' � � � � � I � I� o �� i �i '� � � O , O � � � � � � ; � °� � L ' � � � � o � N � U ', � � � i J � � � � �� , , o � N � � � � �-----------------------�' 326 322 318 314 310 306 302 �• : IRE HYDRANTS TO SERVE FUTURE DEVELOPMENI ,HALL BE PROVIDED BY DEVELOPERS TO MAINTAI OWN OF MORRISVILLE FIRE DEPARTMENT IYDRANT SPACING STANDARDS. PROPOSED 800 LF 12" DIP PC-350 WATER MAIN v� PDE ?� - 76+00 - PD� � PROPOSED 12" C-900 DR-18 PVC REUSE MAIN STATION EQUALITY STA. 79+55.87 McCRIMMON PARKWAY= STA. 100+00.00 SOUTHPORT DRIVE 1 - 12"X12" TEE 1 - 12" ISOLATION VALVE SEE SHT. WM-10 FOR SOUTHPORT WATER MAIN ' STA. 79+00.00 PROPOSED FIRE HYDRANT ASSEMBLY r— I.E. 306.14 (SEE DETAIL 06000.06 SHT WD2) 4.0' TYP. 'y:� �� 77+00 78+00 STA. 76+80.00 16" SANITARY SEWER CASING PIPE BY OTHERS (NOT IN CONTRACT) I.E. 305.66 � � _ �� - � � — � � ` � � � � ` _ � / � � ` II ♦ _ _ _ ♦ ♦ � :; . w � � �_ \. � � �� . � � � � � � V . ; . _ , , +97 ---H-d--� 58.50' & E +13 % 1NOODS 58.50' & 64' E E F EXISTING GROUND ' � � ` _ � -► � � i - - _ � � _ � � ♦ r-�-' ♦ � � � � ♦ fi - - - - - - 5' M�N. PROPOSED - - ' COVER (TYP.) 15" STORM , 3.5' M�N. PROPOSED 12„ pIP PC-350 WM C�R. � __ __ � '� _ I - PROPOSED 16" SANITARY 0 - SE�yER CASING PIPE PROPOSED 800 LF 12" DIP �_ PC-350 WATER MAIN 75 76 77 78 80+00 22'45'44.6"_E PROPOSED GRADE I I I- i i � -> rr ' ry � � I rn Q� O �� . I Q �� o I° _ I.E. 306.34 NOTES: 1. ALL CASING PIPE 16-INCH (MIN. 0.250 INCHES THICK). 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN AND 12" REUSE MAIN. � � �`_ -S 12'45'41.6"E 81 +00 82+00 , S 19' 4 5' 4 4. 6" E , � �f ,� _ � SR-3127 (MCCRIMMON PARKWAY) � � STA. 80+35.42 � 16" SANITARY SEWER CASWG PIPE � BY OTHERS (NOT IN CONTRACT) I.E. 305.85 � �� ±�' w �� ' � � � � ♦ � ♦ RESTRAINED JOINT PIPE �STA, 78+80 TO STA, 80+31 ♦ � 0 0 0 0 rn � � � � z � 0 � 2 w � � o� W J �� O� a O W �� a 79 83 D ��\ l J 2 r � � � D � C� � 0 0 � _ � � � � � 00 � Hq0 83 �H A ?��I 40 20 0 40 80 PLANS - , � . � , � . � __ , � . � � � " � � , � • i ♦ i � — I - ' � � / I I I I _ / � � �s" M�N. - � -i f-I-� � � CLR. 18" MIN, � � I CLR, / � w PROPOSED PROPOSED ' I V 36" STORM 0 � 6 SAN, �� SE ER � w � ♦ CASING� � PR�OPOSED � z � PIP,E� 24 STORM O n � i �� i �ci N � I � — � � X O , �' � N N � I � I I � r � 80 81 I � I � � � I �'ROPOSED 12" plP PC-350 WM � PLANS PREPARED BY: ��C��Q��0�[� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 Nc ucENSE �F-oioz �zo,q 326 � 0 W � a o�uc 322 a z a 318 � a Z z 0 � J �V � � � 314 � � _ � � a �- o U ry � � M O N 3�0 a �iiu I■ ■■ ■■■�■�■� I■ ■■ ■■■■■■■■ i ■■ ■■uu■■ 1. �ooe� oo■■ ' I■■■■■■�■■■■■■■■ ' I■■■■� ■■■■■■■■ i�■■■�■�■�u■■ i■■■■n■■■■■■■■ i■�■�■�■■�■uii■■�� 1 i�■iiniiiiiiii I■■■■■�■■■■■■■■ I■■■■■■■■■■■■■■ � i: � �� i ■■u■■■�■■■■ I� �� : :::::::: • : �o�o oo� �■■■■■■ ■■■■■■■ �■■■■■■■■■■■■■■ � � � , � , i■■■■u■■■■u■■ � .............. m. WM-7 z 0 = W � � c C Z � W J = � = � � 0 � 0 � — — — — — — — — — — — — — — — — — — — — — — . ' c � I o � ' � � � � � � Q � � J i � i � � � � � � � � � a � o � o � � , o � N , � o � -� � � a� � � ' c '� � � � ,I � � o � v ' o � �� 0 � � i 0 i � '� � � v � � i � O � � ', z � � � � j '� � , `� L �� I o � N � O � � � � � � � J ' v � � � � �� o � N '� � � � � �-, � ^ , PLANS PREPARED BY: , y'q � PI Sta 84+86.52 PI Sta 86+87.42 PI Sta 88+ 13.19 PI Sta 90+ 17�87 �� o NOTES: D= 5"N 15', 24.4 �(LT) D= 8's 50', 40.4 »(LT) p= 3' 38' 57.3" (LT) D= 6' 19' 20.2" (LT) �j� ��[(��(Q,�/ �� '[(� D= 4 58 17.2 D= 4 57 53.9 D= 4' 56' 55.7" D= 1' 59' 43.4" -q 1. ALL CASING PIPE 16-INCH (MIN. 0.250 INCHES THICK). L= 105.74' L= 178.14' L= 73.74' L= 316.85' �p 2. CASING EXTENDS 1' BEYOND PROPOSED 12" WATER MAIN T= 52.91' T= 89•25' �` T= 36.88' T= 158.58' �I R= 1,152.50' _ _ R= 1,157.77' R= 2,871.42' PA��H, N�"2��36-3�6� R 1,154.00' � 3 AND 12" REUSE MAIN. � ,�` STA. 86+95.00 � ��: �� -�� 135 LF 16" SANITARY SEWER 4'� �� 4'� 80 ��X� �� -�� Nc ucENSE �F-oioz �zo,q CASING PIPE 30 LF 8" RJ DIP WM �-_ STEEL CASING MIN. 0.250 INCHES THICK. 1- 8" ISOLATION VALVE \�' PROPOSED 800 LF 12" DIP CONTRACTOR TO COORDINATE WITH DEVELOPER 1- 2" BLOW OFF ASSEMBLY PLANS TO ENSURE INVERT DEPTHS ARE SUFFICIENT TO (SEE DETAIL 05000.10 SHT. WD2 & PC-350 WATER MAIN '' ACCOMODATE FLOW FROM PROPOSED SITE. DETAIL 06000.11 SHT. WD2) I.E. 304.17 PROPOSED REINFORCED BLOCKING /� + -�� f � �' �j " -v � STA. 88+00.00 �, � + n � 1- 12" X 8" CROSS � � ��- �� + � ° 1 - 12" ISOLATION VALVE � F� � � p� � o (SEE DETAIL 06000.10 SHT. WD2) g� � = a � PROPOSED REINFORCED BLOCKING � � � g4 +�O �s a � + o 0+�� 0 9 � � � � p a `��E 4.0' TYP. i.,r .�r..__; 8g.�-0� � j c9 8 �► r-"' i Q 5+ 00 — — r--P' H / k : t � • + ! . . � : t � � � O � �\_- S 25� � � � �9.0 6 00 8 +00 $8 Ob _ ./� �O SR_3 � rso = o �Q �2 j � �- � �— � �' � �so -� �s Mc _ _ � � C�� S 45 21 ' 56.4" E � � ? , � MM� � � -� i � . N �°AR � �_, �_ Kvvqy� �, � Q � o � � � • � , , , �°��°� � � . � .� � - - � . � -� � � � PROPOSED 12" `� � " �� + � C-900 DR-18 — �- - � PVC REUSE MAIN - — � -_ � � . . � � _.�— N � o - (,p � ,�; � °._, � � , � ��. � � ° '�' ;isa ---- ----• �n I.E. 303.25 STA. 89+00.00 0 PROPOSED FIRE HYDRANT ASSEMBLY � ` (SEE DETAIL 06000.06 SHT Wp2) FIRE HYDRANTS TO SERVE FUTURE DEVELOPMENT � .� �E �p�' [ 5 SHALL BE PROVIDED BY DEVELOPERS TO MAINTAIN TOWN OF MORRISVILLE FIRE DEPARTMENT HYDRANT SPACING STANDARDS. Q c C 125 LF 8" RJ DIP WM z � � 2_$„ �SOLATION VALVES - --- -�- - �-- - - - -- - - - - -- _ _- - - - - - - 1 - 2" BLOW OFF ASSEMBLY _ - - - - - - --� -- - - - J � � . _ � i i i _ -_- _ _ _ _ -- � �_ � 3Z2 - i � I� - - I- - - - - --- - -�-- - - - (SEE DETAIL 06000.10 SHT. WD2 & - - - - - - -I - 32Z o S��L�, � - - - -- -- - - -- - - - - DETAIL 05000.11 SHT. WD2 - - - - - - - - " �'> � ) c � r cc - � �- - - - - -- - --- - -- - - - - - - PROPOSED REINFORCED BLOCKING _ _ _ _ _ _ � _ _ �_ _ � � �� o i _ _ _ _ i_ _ , __ _ __. _ __. ___ SEE SHT. WM-1 1 FOR WATER � ' --- _. __ a �y � � _L_ J � CROSSING PROFILE -1 - - -- a wO �� z 318 �- -- --- - , - ____� -- - ---- - ------- --- - ---- - - ---- --- ___ ___ �� 318 z �Moy � _ _�_ - -- - i_ � � _ _ � __ �I _ ! _ _ _I� _ _ _ I�_ _ _ _ ' � � - � � � � � � � _�_ _ _ a _ o -- -- — i i - - --- - � � � � EXISTING GROUND - - � - � � ' - -- '-' - - i � _ -� ' � - � � - - PROPOSED GRADE - � - - - � � _ _ _ 314 '- ' - � ' i- i- � � � � i ' I- - �-H --� - - � - - - - -i- - ' 314 � i � �_ - - _ _ __ _ _. _. _ _ _ � ` ♦ I i I- a U — � � — � — — _ —.— — -- ♦ ` ' � — — _ — — --- — — — — — _ — — _ — � — — �— —. _ � W - � � I _ 30" MIN. COVER - � = y 3� O 1 � i � __. �` � oUT�ILITY CROSSING � __ � � 3� O c�,, =' _ I I I I I 1 I � � N � / �� I I I I I I �� PROPOSED 12" DIP PC-350 W � � o 1� ry � �_ � ' i_ I � N I I � � �� 18" M�N. ' � a 306 �� c�R. . i�� 306 PROPOSED � � i � 30" STORM � �- „ �PROPOSED 16" SANITARY RESTRAINED JOINT PIPE - ' _ � i PROPOSED 800 LF 12 DIP SEy�ER CAS�NG P�PE i i � ' PC-350 WATER MAIN I I I I I STA. 88+90 TO STA, 89+10 I `^ W 3 0 2 � � � , � 3 0 2 ' I I I I I I I I I I I I I I I I I I C O V E R ( T Y F I I I I � 5 �IIN. _ C � j RESTRAINED JOINT PIPE j Q STA. 87+25T0 STA. 88+75 _ Z W � 29� I I I 290 � a � � -I � - KHA PROJECT: - 012108004 i i � o i i i DAT Ee �_ - � � z 03-15-1017 294 i � i i - � a a - i - i � � 294 � � � � � � � � � �oo� � � � � °' "' � m � 100% PLANS 000=� � _ . . — �- _ _� �T -- --- --. _ _�_�— _T� �T _�_�- T- -T _�_ _ T� �� -T _�_�- T� �T- --�_�- _- �T Q o ,.,_, � — _ _�_�_ � �T __ -� _ . __ . �� (n � li Q 83 84 85 86 87 88 8 0 1 WM'� 9 9 9 ----------------------- , c � � � � � I N � � � Q � � �, ; � � � � , � � � � a ', o � o � � o � N i � i � i i � � i Q� i � I � � o � � i � c � � � � , O 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � i j I �i i L i � � O , � N O � � �, � � � i J �� v � � � � I' � � � , o � N � � � � � 318 314 310 306 302 298 294 �'� � � � � � w = 00 � 0 0 0 � rn Q � � z J M co � + rn d N F— a � n M + rn a N a 92+OOI , � PROPOSED 397 LF 12" DIP PC-350 WATER MAIN �-,,,.� 93+00 � S 56` 22' , , S 53` 00' 36.0" E , � SR-3127 (MCCRIMMON P, _ I-- Q � � J JT � PROPOSED 12" C-900 DR-18 PVC REUSE MAIN ��a��1�� STA. 93+25.00 PROPOSED FIRE HYDRANT ASSEMBLY (SEE DETAIL 06000.06 SHT WD2) RKWAY) � 94 + 00 1" E , J m S ASPHALT PAVEMENT REPAIR: 79 SY (SEE DETAIL SHT. WD4) 2'-6" CURB AND GUTTER REPLACEMENT : 23 LF STA. 94+96.20 CONNECT TO EXISTING 16" DI WATER LINE VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE. COORDINATE SHUT DOWN WITH OWNER. CONNECT TO EXISTING LINE. STA. 94+96.20 PROPOSED 12" TAPPING SLEEVE AND VALVE ASSEMBLY �_ / —�-------- -- BST � 30" C&G � _ —s�� P�� _:_ _=-r� — — __=---r FIRE HYDRANTS TO SERVE FUTURE DEVELOPMENT SHALL BE PROVIDED BY DEVELOPERS TO MAINTAIN TOWN OF MORRISVILLE FIRE DEPARTMENT HYDRANT SPACING STANDARDS. 40 20 0 40 80 PLANS 91 92 93 94 95 PLANS PREPARED BY: �oCr��Q��0�� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 Nc ucENSE �F-oioz �zo,q 318 � 0 W � a o�uc 3�4 a z � a 310 306 302 • • 2 94 �� a Z z O � J �V � � y Q � � a �o U ry � � M o �; oc a � W _ H W ► 0 a Z Q �ii Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS WM-9 Z 0 = W � � c C z W J = � = � O � 0 � 0 ----------------------- �, � � o � � �� w � ', � �� ' � � � � � Q � � �, o � o � � o � N � � , O � � � � � � � � I � � o � � i � c � � � � , O 0 � Q � v � � , o � ' � � � � � I � I� o i � i � i �i ', � � O , O � � � z � i j I �i i L i � � O � cu ' O � � �, � � � i J �� v � ', � I' � I � I � � N � � � � � 332 328 324 320 316 312 308 304 / •- STATION EQUALITY STA. 79+55.87 McCRIMMON PARKWAY= STA. 100+00.00 SOUTHPORT DRIVE 1- 12" X 12" TEE 1 - 12" ISOLATION VALVE (SEE DETAIL 06000.10 SHT. WD2) PROPOSED REINFORCED BLOCKING �a � � � P�E F \� ti : � � 1� q� � No N � 0, 1 N' 0 STA. 100+32.59 1 — 12" 11.25° BEND STA. 100+96.40 1- 12" X 6" TEE n ��. � ' �� 10 +�� 84' 26' 36 zSE N ��I � , . . PI Sta 102+37.58 p = 10' 29' 15.9" (RT) p = 4' 44' 49.0" L = 220.94' T = 110.78' R = 1,207.00' PROPOSED 470 LF 12" DIP PC-350 WATER MAIN , y= � o �_,Y + N � � UTHpORT � SO 102+00 � � k � � � O �� 6 3( � � � -o �oa � � � � ► pRIVE 11.0' (TYP.) 103+00 � � � N 0 . 0 w � v 'v � �� +�y � 104+00 , hh �h � S89'04'07.6"E i �, I I �II -E .:. _..� ;� : . . � = 4' 48' 09.6" = 218.37' = 109.49' 44 LF 6" RJ DIP PC-350 WATER MAIN 1 - 6" ISOLATION VALVE 1- 2" BLOW OFF ASSEMBLY (SEE DETAIL 06000.10 SHT. WD2 & DETAIL 0600.11 SHT. WD2) � � STA. 104+33.06 1 - 12" 45° BEND � ,� —� � - �, c � � z r � _;�t=1no •nN ,�°gz�=de� STA. 104 + 69.65 LOCATE AND CONNECT TO EXISTING VALVE. VERIFY RESTRAINT ON EXISTING WATER LINE PRIOR TO CONNECTING TO EXISTING WATER LINE. ��— _ _ __ - - � � �,, _ �n �i�w� �� '`��o � _�`— dn ��.__— _ �. ��. D v w Z D O � � �` 40 2 0 0 40 80 PLANS � r� I � � I � � � I �� I � 0 Q I 100 101 102 103 104 + 50 PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 �zo,q 332 � 0 W � a o�uc 328 a z � a 324 320 316 312 � � 304 � a Z z O � J �V � � y Q � � a �o U ry � � M o �; oc a z O ► W � � 0 C Z W J = � = � O � 0 � 0 � W _ H W ► 0 a C Z Q �ii Z � � , a KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS WM-10 PLANS PREPARED BY: � � � � � � � � � Kimley>>> Horn _ _i_ __l- - - i_ _ _I__ _i_ _ _ _ _ _ _ _ _ __ _ _ ___ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ _ __ _ _ ___ _ 344 , ; � ;- i f-- - --- ----- - - --- - --{- - i - - -- 320 i i i i � i i i i i i i i i i i i . � � �, _ � �� - . _ _ _.—_.- —I _ __ _._ —_ — — —� — — — —_ _ _._ __ _ _ I _._—_ __. _ _ _._— _ -- -- I ---_ _ _._ _. _ _._—_.._ _ _. -- — -- — — — _. _ _ _ _ _ PHONEH�'9�q� 6�� z000 6a --.� _ _._ _.�— � I I I ` I I— � —�—I_ � . I I I� � � I I rAxe �9i9� 6��-zoso I [ I I I I 1 I I I 1 1 I I I I�� I I I_ � � I I I f I I � I I I Nc ucENSE �F-oioz I � ^ � I �- - - - � � � � � --__ - - - -- - - _ - - - - - - - _ - - -- - - - _- - - __- - ._ � I — — —_�._. I ' c�zoq 340 � ' . - _ _ _ _ _ _ _ _ � , - - - -� � _ _ 316 � i —I- i � � � _ . I �— I _.—. _ _ — _.—_ — _ _. — — � : —i I I �� I �♦ il I i I _ i � � � _ _ _ - -- - _ _. - _ __ _ -_ _ __ - _ __ _ _ _ _ _ _ _ _ - _ _ _ _ __ _ - _ __ 336 � � � � � � � ' � � � � � �,�' _� � I �� 312 i i i i i i i i � i � i i � i i i i i i i i i i i �- -� --- � �- --. _. I ' _ _ - - - - - - _ _ - - - - - - - _. - - - - - -. _ _ _ _ � � --� - - - �- _ I I I I I I I I I I I I � i I I I I I I I I I I SEAL � � — —I_ --�.— -� —� — — i— .— I — _ �— _ _ _ _ — _ _ _ _ _ _. _ _ _ _ _ — _ _ _ _ _ _ _ — _ _ — — - I — --' j ; - --{ — �— —�-- —�— — — �— 332 � 308 � 12 REUSE � � - -- - - - _ . _ i_ _ , 1 _ _ __ - __. _ _ _ _ _ _ I I I_ MAN i i i �'i i i ___ �$' M�N. �i i i i _ _._ CLR, _ _�_ __l- - �- - - _ _ _ _ ___ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ - -- R� �ATER MA - - - -- - - -1-- -�- - - - �N 328 � � � a„ � � � 304 I I I I I I I I I i I 12" REUSE -1 I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I !- -i --�-- �- -- _ MA�N ----- --_ _ -- - -- - - -- ----- - -- - _ i i � i i i i i i i �s' MiN. -- - --- i -f- i - f_. �- - --- -�- --. _. � CLR. R �,�,p,�N �- - - - - - - - - - - - - - -- - - -- - - - -- _ _..- - - - - - -. _. - -- - - - __ _ _ - _ 324 '- � -{ � - � -� �-� „R�`N�'�� -- ----- - - - --- - - - - --- -- - - - - - - - - - - - - - - --i -i - ' 300 12 -- - - -- _ __ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ ___ _ __ _ _ _ - - - - - - - -- - - - I � i_ _ _ ._ _, _._ Iii�iliiii _ __. _. --- i_ _ _ _ _ _ _ _. __ __. _ i , i i 320 ,- -� _ ��_-- �- _ _� - _------- --_ _ _ __ _ ----- --- ----- - - ---- - -- - �_� f- -�- ----�-- 296 _ _�___�- - __ �_-- - ___ __ - --- - -�__-�- -- - -�_. � 12" WATER CROSSING _ _ ___ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ ____ _ _ ___ _ - 8" WATER CROSSING � - ' � STA. 49 +40.00 STA. 88 +00.00 ' -� - - - - _ - ' i- �- -- - - - - - - - - - - - -� f -i - i i � i _ � � _ __ __ __ ____ —— --— — — — ——-- —— ——__ _ _-- _ __ _ _—— _ _ �_ __ 0+00 �� 2� �� +0� 2+0� z 0 = � � � 0 0 z - --- -i- - i-- - - - -- - - - - - - _ _ - - - - - - - - - - - - -. _ _ _ _ _ - - - - - - --i -- - - - W i- i -� i - �- -i -�- --- ---- --�----- - ---- - -- --- -- ----- - --- -- - --- -� i- - i � � o �„ _- - - -- -- - - -- - - - -- - - - - - - - - - - c � - � �- - - - - -- - --- - -- - - - - - - - - - -- - --- _ _ _ _ _ _ � _ _ �_ _ Q � I_ — _ _ I_ _ , . : _ _ __ _ _ _. _ __. _ __ _ _ _ � _ a � I I I � -- - - - - --- - - -- - � _� a o - -�__��- - � _ _� _ --- --- - ---- - ------- --- - ---- - - ----- - --- ----- - - ---- - --- --- - - - --- - �_� _ �_ _ _�,-- � _ _�_ - -- - i- - _ __ _ _ _ _ _ __ _ __ _ _ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - - -- - - --- - - -- - - - - - - - - - - -- - - -�- -�- - - a o � - - - -- - - - - - - - - - - - - -� - _I _ �- � �{ � � ;- -� --- ---- -�----- - ---- - -- --- -- ---- - --- -- --- � -;- - � � - -;---�--- - ___ �_-- _ ___ __._.__ ___ _ ____ _ _______ ___ _ ___ _ _ _ _____ _ ___ ______ _ ______ _ ___ _____ _ _ ___ _ ___ - -� -� -- - --�- aU - � � — I— — — — -- — -- — — -- — — _— — — — — — -- — -- — — _ — — --- — — — — — — — — — — —I — — �— —I — � W ry � - - � � H Q I I I I v I I I I I 1 I I i I � I I I I I I � o a � � I I W M O � I I I I I a � W _ ! I I I I I H � - W � � � I I I O I I I I I I I I I I I I I I I I I y Q I I o � I I I I � p � Q � I KHA PROJECT: i i i i i 012108004 DAT ED �_ — 11-02-2016 i i i � _ _ � - i i i � � i � i i � i i � � i � i 100% PLANS WM-11 � J W J � � GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION OR PRIOR TO MANUFACTURE OF PIPE. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR THE COMPLETENESS OF ANY SUCH INFORMATION AND DATA; AND, THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND FOR REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE NC ONE CALL TELEPHONE NUMBER IS 1-800-632-4949. 2, THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF MORRISVILLE PUBLIC WORKS DEPARTMENT A MINIMUM OF 4$ HOURS PRIOR TO CUTTING OR CONNECTING TO EXISTING UTILITY LINES. PUBLIC WORKS DEPARTMENT PERSONNEL SHALL DETERMINE THE MOST APPROPRIATE TIME FOR THESE ACTIVITIES TO TAKE PLACE. THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS DIRECTOR AT 919-463-7071 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION, 3. THE CONTRACTOR SHALL RE-ESTABLISH ANY PROPERTY MARKER, BENCHMARK, ETC. DISTURBED DURING CONSTRUCTION TO ITS ORIGINAL LOCATION AND ELEVATION, THIS ITEM SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. CONTRACTOR SHALL FIELD LOCATE EXISTING UTILITY LINES TO BE CONNECTED TO PRIOR TO COMMENCING WORK. IF A DISCREPANCY EXISTS BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND TOWN IMMEDIATELY. 5. CONTRACTOR SHALL VERIFY THE ELEVATION, CONFIGURATION AND ANGULATIONS OF EXISTING LINES PRIOR TO CONSTRUCTION. THIS ITEM SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE VERTICAL AND HORIZONTAL CONTROL SHOWN ON THE PLANS THROUGHOUT THE PROJECT. 7. THE CONTRACTOR SHALL MAINTAIN A NEAT AND ACCURATE RECORD OF CONSTRUCTION FOR THE TOWN'S RECORDS. THE CONTRACTOR SHALL PROVIDE THE TOWN FULL SIZE REPRODUCIBLE MARKUPS THAT RECORD ALL CONSTRUCTION DEVIATING FROM THE PLANS AT SUBSTANTIAL COMPLETION. $. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR AS APPROVED BY THE ENGINEER. THIS SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT. 9. WHERE THE CONTRACTOR DESIRES TO MOVE EQUIPMENT NOT LICENSED FOR OPERATION ON PUBLIC HIGHWAYS ON OR ACROSS ANY PAVEMENT, HE SHALL PROTECT THE PAVEMENT FROM ALL DAMAGE. 10. THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE PROPERTY WITHOUT PRIOR WRITTEN AGREEMENT WITH PROPERTY OWNER. 11. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT NCDOT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT WHERE MODIFIED IN THESE PLANS OR THE SPECIFICATIONS. 12. THE CONTRACTOR SHALL REVEGETATE UNPAVED AREAS DISTURBED BY CONSTRUCTION PRIOR TO ACCEPTANCE OF THE PROJECT. REVEGETATION SHALL CONSIST OF SEED SOWING, STRAW MULCHING, FERTILIZING AND WATERING. REVEGETATION SHALL BE ACCEPTABLE WHEN VEGETATION ACHIEVES ONE (1) INCH IN HEIGHT, WITH 85% COVERAGE AND NO GREATER THAN 10 SQUARE FEET BARE. 13. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. TRENCH SIDE SLOPES SHALL MEET OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS THAT ARE IN EFFECT AT THE TIME OF CONSTRUCTION. SHEETING, SHORING AND BRACING SHALL BE REQUIRED WHEN SIDE SLOPE STANDARDS ARE NOT MET. A PULL BOX, MEETING OSHA STANDARDS, MAY BE ACCEPTABLE, UNLESS NEGATED BY GROUNDWATER CONTROL MEASURES. CONTRACTOR SHALL HAVE A TRENCH SAFETY PLAN AT THE TIME OF PRE-CONSTRUCTION MEETING. NO OPEN TRENCHES WILL BE ALLOWED OVERNIGHT WITHOUT THE PRIOR WRITTEN APPROVAL OF THE TOWN OF MORRISVILLE PUBLIC WORKS DEPARTMENT. ONSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL SUBMIT IN WRITING A SEQUENCE OF CONSTRUCTION AND WORK SCHEDULE TO THE ENGINEER AT THE TIME OF THE PRE-CONSTRUCTION MEETING. 15. ALL PHASES OF CONSTRUCTION MUST BE COORDINATED WITH THE TOWN OF MORRISVILLE. FIELD ADJUSTMENTS MAY BE NECESSARY AND wILL BE CARRIED OUT AS DIRECTED BY THE TOwN OF MORRISVILLE AT NO EXTRA PAY. 16. CONSTRUCTION DEWATERING, IF ANY, IS INCIDENTAL TO THE PROJECT BID ITEMS. ALL DEWATERING DISCHARGE SHALL BE FILTERED THROUGH SILT BAGS AND/OR OTHER APPROVED EROSION CONTROL MEASURES. 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PERFORMING ALL CONSTRUCTION LAYOUTS FROM THE SITE LAYOUT CONTROL POINTS, AND FROM THE DIMENSIONS AND CENTERLINES SHOWN. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSITION FROM ONE PIPE MATERIAL TO ANOTHER, WHERE INDICATED ON THE PLANS. MATERIALS, LABOR, AND EQUIPMENT NECESSARY FOR PROPER TRANSITION BETWEEN MATERIALS SHALL BE SUBSIDIARY TO THE COST OF THE PROJECT. 19. UNTIL THE WORK IS ACCEPTED BY THE TOWN OF MORRISVILLE, THE PROJECT SHALL BE UNDER THE CHARGE AND CUSTODY OF THE CONTRACTOR AND THE CONTRACTOR SHALL TAKE EVERY NECESSARY PRECAUTION AGAINST INJURY AND/OR DAMAGE TO THE WORK. 20. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE TOWN INSPECTOR OF ANY DAMAGE OR CHANGED CONDITION CAUSED BY CONSTRUCTION ACTIVITIES THAT MAY RESULT IN COMPROMISED WATER QUALITY ENTERING THE DISTRIBUTION SYSTEM. 21. THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THIS LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF WORK TO BE DONE, AND THE TIME FRAME FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE TOWN INSPECTOR. THE CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 22. THE CONTRACTOR SHALL NOT COMMENCE WORK BEFORE 7:OOAM AND SHALL ARRANGE HIS WORK SO THAT NO MACHINERY OR EQUIPMENT SHALL BE CLOSER THAN 30 FEET TO ANY TRAVEL LANES AFTER SUNSET EXCEPT AS AUTHORIZED BY THE OWNER. NO WORK IS ALLOWED ON SUNDAY. 23. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGE TO PRIVATE PROPERTY, INCLUDING, BUT NOT LIMITED T0, FENCES, BRICKS, WALLS, PAVEMENT, GRASS, AND TREES, AT NO ADDITIONAL COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE COST OF THE CONTRACT UNLESS OTHERWISE NOTED. 24. CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY OWNER OF ELECTRIC LINE. 25. CONTRACTOR SHAL� INSTALL TEMPORARY BACKFILL AS REQUIRED FOR OPEN TRENCH IN ESTABLISHED ROADWAYS. NO OPEN TRENCH WILL BE ALLOWED IN EXISTING PAVEMENT EXCEPT DURING DAYLIGHT HOURS AND DURING CONSTRUCTION OPERATIONS. TEMPORARY BACKFILL SHALL BE INSTALLED TO THE FINISHED GRADE OF THE EXISTING PAVEMENT AND SHALL BE MAINTAINED BY THE CONTRACTOR TO ENSURE A SMOOTH DRIVING SURFACE FREE OF RUTTING AND POTHOLES. REPAIR DAMAGED PAVEMENT IN ACCORDANCE WITH SPECIFICATIONS. A LIMIT OF 40 LF OF TRENCH MAY BE CLOSED BY PLATES OUTSIDE OF CONSTRUCTION HOURS. 26. TOPSOIL REPLACEMENT IS REQUIRED IN ALL AREAS WHERE TOPSOIL EXISTS. TOPSOIL SHALL INCLUDE THE TOP SIX (6) INCHES OF TRENCH, UN�ESS ROCK DEPTH IS LESS THAN SIX (6� INCHES. TOPSOIL SHALL BE KEPT SEPARATE FROM GENERAL TRENCH EXCAVATED MATERIAL AND SHALL BE PLACED ON TOP OF TRENCH BACK FILL. CONTRACTOR SHALL REMOVE ALL ROCK FROM TOPSOIL IN CULTIVATED AREAS. 27. ALL TESTING SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS. 28. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND PROPERTIES ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION AT ALL TIMES. 29. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 30. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR OTHER CONSTRUCTION ITEMS ON ADJACENT PROPERTIES OR RIGHT-OF-WAY WITHOUT THE PRIOR WRITTEN CONSENT OF THE PROPERTY OWNER OR THE TOWN OF MOSRRISVILLE (FOR R.O.W.) ALL CONSTRUCTION MATERIALS TO BE REMOVED SHALL BE DISPOSED OF AT A LEGAL DISPOSAL LOCATION OFF SITE, UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE PROPERTY OWNER. 31. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF AT A LEGAL DISPOSAL FACILITY OFF SITE BY THE CONTRACTOR AT HIS EXPENSE UNLESS OTHERWISE SPECIFIED OR AGREED TO BY OWNER. 32. ALL PAVING DIMENSIONS ARE TO EDGE OF PAVEMENT AND/OR FACE OF CURB UNLESS OTHERWISE NOTED. 33. THE CONTRACTOR SHALL GIVE THE OWNER A MINIMUM OF 5 DAYS NOTICE PRIOR TO THE TIME A STREET SIGN IS TO BE REMOVED DUE TO CONSTRUCTION OPERATIONS. AT NO TIME SHALL THE CONTRACTOR REMOVE OR RELOCATE A STOP OR YIELD SIGN WITHOUT THE APPROVAL OF THE TOWN. 34. THE CONTRACTOR SHALL PROTECT ALL FRANCHISE UTILITIES DURING ALL CONSTRUCTION PHASES (INCLUDING POWER POLES, TELEPHONE RISERS, ETC.). THE CONTRACTOR SHALL PROTECT AND SALVAGE ALL EXISTING UTILITIES IN ACCORDANCE WITH TOWN OF MORRISVILLE REQUIREMENTS AND RETURN SALVAGED UTILITIES TO THE TOWN. 35. CONTRACTOR SHALL FURNISH AND INSTALL ALL THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN ON THE PLANS. STOP BARS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS. 36. CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITION AT TIE-IN TO EXISTING EDGE OF PAVEMENT AND MEET EXISTING PAVEMENT AS NECESSARY TO ENSURE POSITIVE DRAINAGE. 37. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FENCING ALONG THE PROJECT. 38. CONTRACTOR SHALL MAKE ALL ATTEMPTS TO PROTECT ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. IF CONSTRUCTION REQUIRES ANY TREE TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY TOWN STAFF OF THE NECESSARY REMOVAL PRIOR TO CONSTRUCTION. THIS ITEM SHALL BE CONSIDERED A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 39. CONTRACTOR SHALL MAKE ALL ATTEMPTS TO PROTECT ALL SIGNS WITHIN THE LIMITS OF CONSTRUCTION. ANY SIGN REQUIRING REMOVAL AND REPLACEMENT AS A RESULT OF CONSTRUCTION SHALL BE REPLACED AT EQUAL OR BETTER CONDITION AND IN ACCORDANCE WITH NCDOT GUIDELINES. ANY SIGNS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS A NON-PAY ITEM. 40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO PRIVATE PROPERTY. THE CONTRACTOR SHALL VIDEO THE ENTIRE PROJECT CORRIDOR AND PROVIDE A COPY OF THE CD TO THE TOWN PRIOR TO CONSTRUCTION. 41. TEMPORARY MAILBOXES SHALL BE PROVIDED AS REQUIRED. TH�S ITEM SHALL BE CONSIDERED A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. THE LOCATION OF MAILBOXES IS TO BE DETERMINED BY PROPERTY OWNERS. MAILBOXES MUST MEET POST OFFICE STANDARDS 42. CONSTRUCTION WATER IS AVAILABLE THROUGH A TOWN OF MORRISVILLE HYDRANT METER. CONTACT BLAKE MILLS, DIRECTOR OF PUBUC WORKS, AT 919-463-7071. TRAFFIC CONTROL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING TRAFFIC CONTROL MEASURES FOR THE UTILITIES WORK WITH THE OVERALL TRAFFIC CONTROL PLANS. EROSION CONTROL NOTES 1. VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL DISTURBED AREAS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE DIVISION ROADSIDE ENVIRONMENTAL ENGINEER 2. PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL EROSION AND POLLUTION CONTROL DEVICES AND MEASURES SHALL BE CONSTRUCTED, INSTALLED, MAINTAINED, AND REMOVED BY THE ENCROACHING PARTY IN ACCORDANCE WITH ALL APPUCABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, ORDINANCES, AND POLICIES. 3. THE ENCROACHING PARTY SHALL BE RESPONSIBLE TO KEEP FULLY INFORMED TO COMPLY WITH THE APPLICABLE AND MOST CURRENT REGULATIONS OF ALL LEGALLY CONSTITUTED AUTHORITIES RELATING TO POLLUTION PREVENTION AND CONTROL INCLUDING EROSION CONTROL. IN THE EVENT OF CONFLICT BETWEEN LAWS, REGULATIONS, ORDINANCES, POLICIES, SPECIFICATIONS, OR OTHER REQUIREMENTS, THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY. 4, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY AND IN A TIMELY MANNER. WATER LINE NOTES 1. THE CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE. 2. THE CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION BY USE OF TEMPORARY METHODS APPROVED BY THE OWNER. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 3. CONTRACTOR SHALL INSTALL STANDARD BENDS AT LOCATIONS SHOWN. ALL NON-STANDARD VERTICAL AND HORIZONTAL BENDS SHALL BE INSTALLED USING STANDARD BENDS AND 50% OF THE MAXIMUM ALLOWABLE JOINT DEFLECTIONS AND MINIMUM RADIUS AS RECOMMENDED BY THE PIPE MANUFACTURER. 4. THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 5. THE 12-INCH WATER LINE SHALL BE DUCTILE IRON, PRESSURE CLASS 350. 6. ALL TEES, BENDS, REDUCERS, AND PLUGS SHALL BE MECHANICALLY RESTRAINED AND BLOCKED. MECHANICAL RESTRAINT SHALL BE BY EBAA MEGALUG FOR DUCTILE IRON OR APPROVED EQUAL. 7. ALL VALVES, FIRE HYDRANTS, FITTINGS, AND OTHER METAL APPURTENANCES LOCATED BELOW GROUND SHALL BE POLYETHYLENE-ENCASED IN ACCORDANCE WITH AWWA C-509. 8. WATER PIPE SHALL HAVE A MINIMUM OF 6a INCHES OF COVER (UNLESS NOTED OTHERWISE). 9. CONCRETE THRUST BLOCKING SHALL BE USED AT ALL HORIZONTAL AND VERTICAL BENDS, TEES, AND WYES. 10. THE CONTRACTOR SHALL INSTALL A FULL JOINT OF PIPE ON BOTH SIDES OF ALL FITTINGS WHERE POSSIBLE. 11. CONTRACTOR SHALL INSTALL DETECTABLE WARNING TAPE A MINIMUM OF 120? ABOVE WATER LINES. DETECTABLE WARNING TAPE SHALL BE INCLUDED IN THE PRICE OF THE WATER PIPE. NO SEPARATE PAYMENT WILL BE MADE FOR THIS ITEM. 12. WHERE THE CONTRACTOR CROSSES AN EXISTING, NON-PRESSURE RATED WASTEWATER MAIN OR LATERAL WITH THE NEW POTABLE WATER LINE PIPE, ONE SEGMENT OF THE WATER LINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST TEN FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. 13. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE AWWA, NCDEQ, AND ASTM STANDARDS FOR CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPES. 14. ALL EXISTING FIRE HYDRANTS SHALL BE SALVAGED AND RETURNED TO THE TOWN OF MORRISVILLE. REUSE LINE NOTES 1. ALL RECLAIMED WATER MAIN DISTRIBUTION PIPE SHALL BE C900 OR C905 PVC PIPE. 2. ALL PVC PIPE SUPPLIED FOR RECLAIMED WATER APPLICATIONS SHAL� BE COLOR CODED PURPLE, PANTONE 522 AS REQUIRED BY THE NORTH CAROLINA ADMINISTRATIVE CODE, 15A, NCAC, 02T 0909. PIPE IDENTIFICATION FOR RECLAIMED WATER BY THE MANUFACTURER WITH THE WORDS "CAUTION RECLAIMEO WATER DO NOT DRINK" REPEATED ON OPPOSITE SIDES OF THE PIPE EVERY 3-FEET OR LESS 3. ALL RECLAIMED WATER DISTRIBUTION MAINS IN THE TOWN OF CARY WATER SYSTEM SHALL BE RESTRAINED. THE STANDARD JOINT RESTRAINT SHALL CONSIST OF WEDGE ACTION RETAINER GLANDS, BELL JOINT HARNESSES AND OTHER MECHANICAL RESTRAINING METHODS AS APPROVED BY THE TOWN. 4. A THRUST RESTRAINT PRESSURE OF 250 SHALL BE USED FOR THIS PROJECT. 5. TYPICAL DEPTH OF COVER FOR BURIED REUSE LINE SHALL BE 5 FEET UNLESS OTHERWISE SHOWN OR SPECIFIED. 6. REUSE DESIGNATED DETECTOR TAPE IS REQU�RED FOR ALL BURIED PIPE. ALL PIPING SHALL BE POLY-WRAPPED AND PAINTED. SEE SPECIFICATIONS. SANITARY SEWER NOTES 1. SANITARY SEWER SERVICE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A PLAN PRIOR TO CONSTRUCTION FOR APPROVAL FOR MAINTAINING SANITARY SEWER SERVICE. THE COST FOR MAINTAINING SEWER SERVICE AND ANY ASSOCIATED BYPASS PUMPING SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE SANITARY SEWER PIPE INSTALLATION. 2. ABANDONMENT OF EXISTING SANITARY SEWER LINES AND MANHOLES SHALL CONSIST OF THE WORK, LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO LOCATE, CUT, AND PLUG THE EXISTING SANITARY SEWER LINE AND COLLAPSE THE CONE SECTION OF THE MANHOLE AT THE LOCATIONS IDENTIFIED ON THE PLANS AND IN ACCORDANCE WITH THE REFERENCED DETAIL. �Pr J W J � � 2' MINIMUM 15' MAXIMUM 5' MAXIMUM HYDRANT TO BE PLACED WITH PUMPER NOZZLE FACING THE i TRAVEL/FIRE LANE � � CONCRETE SIDEWALK CONCRETE ? Q (IF APPLICABLE) � ENCASEMENT � � ��0 CURB & GUTTER 00 ��., FINISHED GRADE e g '� •� � � � � � , � � � � � � � � � � � � ROADWA . \\\\\\\\\\\ .\\\\\ Y \ \ \ ` : : \�j\�j\�j\�j\�j\�j :/\�j\�j\�j\/\ �\�j\�j\�/\�/\�/\� •. _.._...._...--�--- � ... . . . .:,. •. � // //�/i�//�//� � �// //�/i��/�/� �i.l<,./, �./i. i, i, �. _..._...._...--�--�- ---------�--..._...._...--�---- ._:, . , . .. . .__..._...._...--�-----------�--�--..._...._...--�-----------�--..._...._..._ . . -'• .. • . ;. .. � ��. _..._...._...--�--�-----------�--..._...._...--�------------�--..._...._... . .. . .. ..:..............�-:� -,.� • � TAMPED BACKFILL .__..._...._...--�- ---------�--�--..._...._...--�-----------. ..._...._..._ . ...............�--------- . . .. ; , - .: , .... . �, k- TAMPED � CAST IRON VALVE BOX X UNDISTURBED BACKFILL � Q SOIL = "'- .. Z ,.; � �=1 I 1=1 ` � • � � � I � � � � 3�4" STAINLESS I I- =I I I=I •:, •. S EL RODDING -I I MINIM ,:.. _ ;. .. I-III , - EET �IIIIIII � ° ° MAIN a - ° �., � =III=I ° . . ;. ,.;'" ' ,. `,. . , _; _ - _ _�UNDI �� ° I I I-III MECHANICAL JOINT �,,,III; ;III,,,III,,-III��IIII, I' i��iiil 6" GATE VALVE MECHANICAL JOINT CONCRETE B CONCRETE THRUST BLOCK MAIN LINE MINIMUM 1/ 1/3 cu.yd. � 3000 P.S.I. TEE DUCTILE IRON PIPE YARDS AT 3 NOTES: 1. TOP OF BLOCKING TO BE 2 INCHES FROM HYDRANT 6. HYDRANT SHALL BE INSTALLED AT LEAST 2 FEET B WEEP HOLES. SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INST 2. HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P. THE DITCH LINE OR SLOPE SHALL BE PROHIBITED. NIPPLE AND RODDING TO VALVE. 7. STD. RODDING AND BLOCKING FROM GATE VALVE T 3. IF HYDRANT IS LOCATED ON A DEPARTMENT OF BE SUBSTITUTED WITH A CONCENTRIC RING RESTRAI TRANSPORTATION ROADWAY USE D.O.T. STANDARDS SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQ FOR LOCATION OF HYDRANT. PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED. 4. HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET 8. STD. RODDING MAY BE SUBSTITUTED WITH AN APP FROM BACK OF CURB. ACTION RETAINER GLAND. � 5. HYDRANT MAY BE LOCATED (AT LEAST 1-FT) 9. HYDRANT EXTENSIONS ARE PROHIBITED. BEHIND SIDEWALK WHEN IT CANNOT BE LOCATED 10. WITHIN THE TOWN OF MORRISVILLE ONLY, HYDRAN e� � INSIDE THE U1ILITY STRIP. SHALL BE PROVIDED WITH A STORZ CONNECTION. STANDARD HYDRANT INSTALLATION FOR ROADS WITH CURB & GUTTER EFFECTIVE: 12/10/09 53/4.� �5y4,� Y4� � y2•� - - � � J m Q � > � 6y2�. 3�8„ � � $,.� T i oY4" BOTTOM SECTION � � EFFECTIVE: 12/10/09 CLOSED PICKHOLES (2) DaO�� 1" RAISED LETTERING Q� � �Q (RECESSED FLUSH) (TO BE LABELED WATER" OR "SEWER", AS APPROPRIATE) �5�g,� � �„ BOX SHALL BE CENTERED 2" OVER VALVE T 4'� � 7 ALL PARTS SHALL BE OF � 5�6 � THE SAME MATERIAL AND LID SUPPLIED BY THE SAME MANUFACTURER 9.. �5�8., ,3�8., 63/g'_ � - - 2.� m �y2. � COMPLETE BOX a > � N 0 S: ___ 1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 Ibs. �65�8�� 2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST FROM CLASS 35 GRAY IRON. ,ys,. 3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND TOP SECTION MANUFACTURED IN THE U.S.A. DETAIL No. STANDARD VALVE BOX INSTALLATION 06000.08 SHEET 2 OF 2 MAIN SIZE END PIPE SIZE 4" - 12" 2" BLOW-OFF 16" & GREATER AS APPROVED BY TOWN ENGINEER PA 5/8" THREADED RODS (EACH SIDE), 2" NO LEAD BRASS OR D.I.P. HOOK ENDS INTO CONCRETE COLLAR NIPPLE (6" MINIMUM LENGTH) TAMPED BACKFILL� � M D.I.P •� ' p. ,... ,:.::. � , THRUST COLLAR } .:: ,: CONCRETE � � 5' MINIMUM NOTES: 1. FOR MAINS THAT ARE TO BE EXTENDED, USE A VALVE EQUAL TO THE MAIN SIZE AS THE BLOW-OFF VALVE AND THEN REDUCE TO THE 2" STANDPIPE. 2. RODS SHALL BE "HOOKED" INTO THRUST COLLAR. - STANDARD VALVE BOX INSTALLATION (SEE DETAIL 06000.08) CONCRETE '` 6-,�:.. '� `:: .1 III II III I I II II II I I II I II I I II II II I I III II III I I I I 1-1 i' � • =1II = . . . .�'�: �6�� _ ... . .. I IIIIIIIIII�illl-_- GA ----+� ': ,,,,j ;""-�THREADED COUPLING 6"-12" FROM FINISHED GRADE -TAMPED BACKFILL '::. � 2" THREADED, NO LEAD BRASS OR DUCTILE IRON PIPE CONCRETE BLOCKING MINIMUM ; 1/3 CUBIC YARDS AT 3000 P.S.I. . ..: . ... �... MECHANICAL JOINT TAPPED CAP 2" THREADED, NO LEAD BRASS OR DUCTILE IRON PIPE (t 12 INCHES IN LENGTH) STANDARD 2" BLOW-OFF ASSEMBLY DETAIL No. 06000.11 SHEET 1 OF 2 12/10/09 TEE OR CROSS I � I NO S: I 1. LOCATION SHOULD BE COORDINATED WITH NCDOT ALONG STATE MAINTAINED ROADWAYS. 1 \ 2. LOCATION SHOULD BE COORDINATED WITH MORRISVILLE INSIDE \ THE MORRISVILLE TOWN LIMITS. � \ \ \ � � \ � - - - - - - - - - - - - - - - - - - - - - - - WHEELCHAIR RAMP SIDEWALK \\��----�-- ------- -------EDGE OF SIDEWALK NO OBSTRUCTIONS IN THIS AREA PROPOSED 3� (INCLUDING LANDSCAPING) �. HYDRANT �::. 2' MIN. 5' MAX. BACK OF CURB �VRB & GUTTER EDGE OF PAVEMENT CONCRETE BLOCKING 3' MINIMUM 10' 3� BEYOND RADIUS STANDARD HYDRANT LOCATION 3/4" ALL-THREADED, STAINLESS STEEL RODS (CUT TO LENGTH). FASTENERS SHALL ALSO BE STAINLESS STEEL. NOTE: RODDING SHALL NOT EXCEED 10' (FT) IN LENGTH. � GATE VALVE TYPICAL EYE BOLT CONNECTION - TYPICAL EYE BOLT CONNECTION SEE DETAIL 06000.14 FOR THRUST COLLAR DETAIL No. 06000.07 SHEET 1 OF 2 TYPICAL EYE BOLT . a a..•. a �� • �au�s�iu C�+�'' . o'�I,i� i"o' Oi� I STAINLESS STEEL ROD REQUIREMENTS GENERAL NOTES: BRANCH SIZE No. OF RODS 4�� 2 1. SEE STANDARD THRUST BLOCK DETAIL. 6 2 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS 8 4 OF MECHANICAL FITTINGS. 12" 6 16" $ 3. RODS SHALL NOT BE COUPLED. 24" 10 DETAIL No. STANDARD VALVE RESTRAINT 06000.09 SHEET 1 OF 2 r�• z - �a rnos 18� 18" A CIRq1LAR PA�S 90' YERTICAL 6' � �. ,a• 90' HORIZONAL _ , � .. � 3 PL4N NORMALLY 72� BUT IAAY VARY PER W1TH LOCATION� OF ROAD DITCH. VARIES 2'-6" 9' 18'xiB'x6' CONCREIE ?AD �1 EMD'Oi PIPE VALVE OR 24"Q PREGAST �7I TMREADED W/COUPLING PAD. „�, -il� VALVE 80% I TOP SECTION OF VALVE BOK i � I I` OR 2� PIPING �� - su+Eou� so (2) 90' BENOS GALVANIZED STEEL CORPORAPON STOP 90' EIBOW 'MiH TAPPING SAOOLE 1' BRASS CURB STOP FOR 1" AIR RELEASE 2' 1EE HEAD GATE YA�VE. FOR 2'/ilR RELEASE ELEVATlON NOTES: 1. INSTALL BLOWOFF VALVE AT LOW POINT OF LINE. 2. DO NOT PLACE VALVE AND BLOW OFF AT LOW POINT OF DITCH. 3. ALL PIPING AND FITTINGS WILL BE SCHEDULE 40 RED BRASS. GALVANIZED PIPING IS NOT ALLOWED FOR PERMANENT INSTALLATIONS. 4. INSTALL ADDITIONAL 90-DEGREE BENDS, IF REQUIRED, TO ORIENT BLOWOFF VALVE AS SHOWN ON PLANS. ADDITIONAL FITTINGS ARE SUBSIDIARY TO THIS DETAIL. BLOWOFF VALVE DETAIL DETAIL No. 06000.12 SHEET 1 OF 1 (UNPAVED AREAS) VALVE BOX COVER CONCRETE ENCASEMENT AT 3000 P.S.I. z TYPICAL FINISHED GRADE - � � IN PAVED AREAS � - i a� N ^ Z - - - - - - � - - - � ° -� � �_� � �-� � �-� ° . .��_�� _��_ � a BASE COURSE .,. i '.�' � X (PAVED AREAS) � 12" THICKNESS I-2 � H OR HB BITUMINOUS � �TAMPED CONCRETE MAY BE USED =� BACKFILL ; .. � VALVE BOX NOTE TO CONTRACTOR: , VALVE BOX SHOULD NOT ` CONTACT MAIN OR VALVE. ; VALVE ,. .:....,,. i ::..::, ... . MAIN MAIN BLQCKING II III III III-III III II ,�TAMPED =111 ;�III III,;,III, III,;,I , II� BACKFILL � UNDISTURBED EARTH � SECTION VIEW e� � EFFECTIVE: 12/10/09 FINISHED GRADE ` S�� ; �\ � $d , � Z i��,,. _ � TYPICAL FINISHED GRADE IN UNPAVED AREAS �2-O� (PAVED AREAS) a . a . 12" THICKNESS I-2, ° H OR HB BITUMINOUS � a °. CONCRETE MAY BE USED ° ° a, a �QO�� ..a oe. o a �Q�D� c� (UNPAVED AREAS) ; . Q � ° CONCRETE ENCASEMENT °d ° a AT 3000 P.S.I. ;. . , a a . a. a a , VALVE BOX COVER (TO BE LABELED "WATER" OR 7 "SEWER", AS APPROPRIATE) PLAN VIEW TES: ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH IS NC GREATER THAN 8' (ft.) FROM THE SURFACE USING A MANUFACTURER APPROVED EXTENSION KIT. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREi STANDARD VALVE BOX INSTALLATION SPUR GEAR 4:1 OPERATOR wATER LINE � DETAIL No. 06000.08 SHEET 1 OF 2 STANDARD VALVE BOX CAST ENCASED WITH CONCRETE ENCASEMENT PER TOC SPECS. �,�,; �� ;�� i 2' MINIMUM NOTE: CLEARANCE 1. VALVE OPERATOR EXTENSION SHALL BE INSTALLEO IN ALL CASES WHERE THE VALVE OPERATOR IS GREATER THAN 8-FT DEPTH FROM THE SURFACE. 2. ADDITIONAL JOINT RESTRAINT REQUIRED (NOT SHOWN) � GATE VALVE 6" STONE BEDDING UNDER PIPE & VALVE ASSEMBLY WATER LINE � - 0.5' ' �' I � __ ,� r � RESILIENT WEDGE GATE VALVE ASSEMBLY FOR VERTICAL INSTALLATIONS, 16" TO 24" STANDARD MANHOLE RING AND COVER LABELED "RECLAIMED WATER DO NOT DRINK" -� ECCENTRIC CONE SECl10N COMBINATION AIR VALVE SIZED FOR THE PROPOSED USE � PRECAST MANHOLE NO LEAD SECTION o BRASS COLLAR NO LEAD 2�� GAlE PVC RECLAIMED gRASS PIPE VALVE WATER MAIN TAPPED TEE FITTING PANTONE 522 NO LEAD W/ RESTRAINED PURPLE CORPORATION WEDGE ACT10N ° STOP RETAINER GLANDS CAUTION RECLAIMED WATER CAUl10N RECLAIMED WATER DO NOT DRINK DO NOT DRINK 4"MIN. , ° o e a a sn �� , � � 12"-No. 57 STONE � 12 � ��-` �, - MINIl UM DETAIL No. 06000.10 SHEET 1 OF 2 (2) 1/2" x 13�4" HEX HEAD, STAINLESS STEEL BOLTS AND WASHERS AT 180' COUNTERSUNK. BOLTS & WASHERS TO BE TYPE 316 STAINLESS STEEL. �ORTH �qRo VENT (2) OPEN PICKHOLES � � � HOLE 1" DIAMETER � � � � 87 � � FILLETS � R 1/S" m9 a ��o H'ATER �4 No� � 1yq" RAISED LETTERING (RECESSED FLUSH) COVER TOP VIEW RING & COVER SPECIFICATIONS: 1. CLASS 35 GREY IRON. 2. COMPLIES WITH ASTM A48 CL35B. 3. MANHOLE COVER TO BE PAINTED PANTONE 522 PURPLE, AT MINIMUM 10-mils. 4. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 5. DOMESTICALLY MADE 8c MANUFACTURED IN THE USA. FOUR ANCHOR BOLTS 1/2" MINIMUM� � NOTES: 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE. 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS OTHERWISE NOTED. 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. AS SHOWN BY DETAIL 07000.02. � 4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH. 5. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS, 87 � CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. STANDARD COMBINATION AIR VALVE MANHOLE EFFECTivE: o�ioin3 (FOR RECLAIMED WATER) MINIMUM WEIGHTS RING 180 COVER 120 TOTAL 300 RING TOP VIEW DETAIL No. 06500.05 SHEET 7 OF 1 PLANS PREPARED BY: �o[�OQ��0�� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAxe �9i9� 6�7-2050 Nc ucENSE �F-oio2 c�zo,q CC O � W OC a � a z � a � � a v O z W � J N � � � Q � � a � 0 1� ry � W M � � � N a � � W 0 W � � � � KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS WDZ Z O ► W � � G O z W � ► � = � � 0 � � TO NEW RECLAIMED M WAiER MElER RPZ BACKFLOW ASSEMBLY�I P/L = R/W Q � - POTABLE o WAiER MEiER �k in TO CUSTOMER TO RPZ BACKFLOW ASSEMBLY -PROPERTY ONMER MAY REMOVE AFiER DISCONNECiION FROM POTABLE SUPPLY HAS BEEN MADE AND ACCEPTED BY TOWN OF CARY _ _ _ _ _ _ _ P/L - R/W PROPERTY LINE/ POTABLE RIGHT-OF-WAY z�_0�� NEW RECLAIMED M M MEiER * REPLACE EXISi1NG M M WATER MEiER MINIMUM IRRIGAiION METER BOX W/ APPROVED EXISTING POTABLE RECLAIMED WATER MElER WAlER METER�k 2'-0" BOX & SETTER MINIMUM NEW RECLAIMED WATER SERVICE ABANDONED AFTER RECLAIMEO SERVICE IS DISCONNECT AND CRIMP PROVIDED IN iHE FUTURE SIZED EXISTING LINE FROM � APPROPRIATELY POTABLE WAiER MAIN I FOR COMBINED SERVICE FUIURE RECLAIMED � SERVICE CONNEC110N POTABLE WA1ER MAIN POTABLE WATER MAIN � POTABLE WATER MAIN I L 1 — — — RECLAIMED WA1ER MAIN r FUTURE RECLAIMED WATER MAIN � RECLAIMED WAlER MAIN SCENARIO 1 SCENARIO 2 SCENARIO 3 RECLAIMED SERVICE CONNECTION PRESENT POTABLE IRRIGATION RETROFIT OF EXISIING (NEW INSTALLAl10N� CONNECTION WHERE RECLAIMED IRRIGATION METER ASSEMBLY SERVICE IS NOT YET AVAILABLE FROM POTABLE TO RECLAIMED SERVICE # NOTES: 1. POTABLE WATER METER SHALL BE FITTED WITH DUAL CARTRIDGE CHECK VALVE. 2. METERS ARE TO BE PLACED IMMEDIATELY INSIDE OF R/W OR UTILITY EASEMENT LINE. � 3. ALL PIPE AND APPURTENANCES LOCATED OUTSIDE OF THE RIGHT-OF-WAY OR EASEMENT 87 � ARE MAINTAINED BY THE PROPERTY OWNER. STANDARD RECLAIMED WATER SERVICE CONNECTIONS DETAIL N°. IN DEFINED RECLAIMED SERVICE AREAS 06500.01 EFFECTIVE: 12/10/09 SHEET 1 oF i 3/4" NO LEAD BRASS CAM LOCK TYPE HOSE CONNECTION AS MANOATED BY STATE LAW 3/4" NO LEAD BRASS GATE VALVE � NO LEAD BRASS TEE - CAU710N RECLAIMED WAIER DO NOT DRINK BLOCKING - 18" OF #57 WASHED STONE BASE ELEVATION VIEW) E D.I. PIPE CLASS 350- (W/ PURPLE COVERING) � BROOM FINISH & EDGE / . . . a , ^a . � _ --- _ --- � ° e � a ' � \� \ \j SEE NOTE 7 MULTISEAL \jj �` AUTION RECLAIlKED WATER IN JOINT �\�j DO NOT DRINK %�\ GATE GATE \, VALVE VALVE ° �\�j/� �2�� 4x4 ME ER RESTRAINED 4x4 12� '�\\�� M I N. 7gE STRAINER DISM�NN ING �E M I N. o��\//� . ., \��\ FLOW 7�► o � �� o FLOW 7�► LINK SEAL � o OR BOOT 12"MIN. CONNECTION SLOPE 2.OY � W > UNDISTURBED I I- I I I-I I I-I I I il I1-1I I-I I 1-1 i 1-1 I I � I I I-I I 1-1 I1=1I I-I I 1=1 I I-I i' SUBGRADE - I - _ - - - - - -1I - - � _iTl- _ DETAIL No. WATER 3" OR 4" METER INSTALLATION & VAULT 06500.02 SHEET 3 OF 5 COVER Q�9+ 3/4" 1� o o „ A ,, _ 1" NO LEAD BRASS GATE VALVE 18" STANDARD 1" PE � Oc SERVICE LINE PLUGGED �uM w"m� CONNECTION TO )T UMNK IN-GROUND IRRIGATION ��p SKID RESISTANT SURFACE (COLOR PANTONE 522 PURPLE) �0��0 �0 0� ` 6"" TYPICAL ��I � / (AROUND PERIMETER) / / NOTES: 1) TO ENSURE POSITIVE DRAINAGE, THE VAULT SHALL HAVE AN OPEN BOTTOM TO ALLOW DRAINAGE THROUGH STONE. 2) STANDARD RECLAIMED WATER HOSE BIB AND BOX SHALL BE MAINTAINED ON PRIVATE PROPERTY BY OWNER. 3) PRECAST CONCRETE BOX WITH ALUMINUM ACCESS HATCH WILL BE AN ACCEPTABLE ALTERNATIVE WITH APPROVAL OF THE OIRECTOR OF ENGINEERING. 4) THE INTERIOR OF THE BOX SHALL BE STENCILED WITH THE WORDS, CAUTION RECLAIMED WATER - DO NOT DRINK . 5) ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS PER ASTM B584. INTERIOR OF THE BOX SHALL BE PAINTED PANTONE 522 PURPLE DIMENSIONS (INCHES) �q A B MOUSE HOLES (2) 3' X 3" OPENING WITH 3" X 3" �� lOYq" 15Y2" KNOCKOUT ABOVE OPENING � STANDARD RECLAIMED WATER HOSE BIB AND BOX � -LIFTING SLOT AND LOCK MATERIAL SHALL BE LIGHT WEIGHT POLYMER CONCRETE. DYED PANTONE 522 PURPLE. 12" BOX DETAIL No. 06500.03 SHEET 1 OF 1 RECLAIMED WATER METER, REVERSE THREADS, PROVIDED BY THE TOWN OF CARY METER BOX COVER SHALL BE DYED PANTONE 522 PURPLE 24•• ROADWAY � � j/ / / '. " SIDEWALK ." \ \ \ \ ��//��%/��%� �i, � � '�� /��j��j��j��j��j��j��j��j/��j��A/��/' LOCKABLE ANGLE��jj -- 3,.- _ - j�j/��j/ \�/.��/��/,\�/��/��/,��/��i�//�//��/ BALL VALVE (2) �� 6"TO 8' \�/\�/ �'��/� SADDLE NUT, ANGLE BALL VALVE \ REVERSE � 20"� STAINLESS STEEL HOSE CLAMPS THREADS ,i��, SIDE VIEW COPPERSETiER FOR t" METER //��//��/ 24" MINIMUM ALL EXPOSED AREAS INSIDE THE METER BOX /j�/j�� I 20.� SHALL BE PAINTED PANTONE 522 PURPLE /��j/\�j� IPS, COMPRESSION CONNECTIONS (2) 15� ��%�� 4'-0" MIN. (TYP.) 1" TYPE POLYETHYLENE PE TUBING (PURPLE), CAUTION IPS, WITH NO JOINTS OR COUPLINGS RECLAIMED INSTALLED W1TH COPPER TRACER WIRE. WATER 3' MIN DEPTH TOWN MAINTENANCE ENDS 12" BEHIND Iz METER BOX 3 I � �� Iw EXISIING GRADE 18" STANDARD 1" PE TUBING CAPPED DONOTDRWK � - `� ° a II,��IIIi„II� - � ° - CONCRETE BLOCKS --�45' TO _ _ I II I�I I I- (SEE INSET) i 6O� CAUTION RECLAIMED WATER �0 NOT DRIN _ _ —I I I I I I I I I i I � STAINLESS STEEL PENTA = — �—I I I I I I I I I I I I I I I I I I I I I I I II I II I II I II I I- HEAD LOCK BOLT , I I I I I I I II I I I I I I I II II — I I II II II I I I I=I I I I I I I I I I I I I I I �� g REBAR ANCHORED AT LEAST 18" BELOW �, I —I II II II I II II II II II i- I I _I I I I I I—I I I I I I I I I-�' # LID TOP VIEW MAIN �II, I� IiI I SERVICE LINE UNDISTURBED SOIL II 12" #57 STANDARD HEAVY CORPORATION STOP IPS CONNECTION WASHED STONE INSET DUTY METER BOX PVC SERVICE SADDLE CONTROLLED DIAMETER NOTES: 1) WATER METER SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFlC. 2) ALL METER BOXES SHALL BE AS MANUFACTURED BY CDR WITH HEAVY DUTY RATED SET BOX ON ONE ROW LOCKING POLYMER CEMENT COVER AS APPROVED BY THE TOWN. OF 4"x8"x16" SOLID 3) ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA C800. CONCRETE BLOCKS 4) METER & SETTER SHALL BE INSTALLED AND ANCHORED IN CENTER OF BOX. 5) THE INTERIOR OF THE BOX SHALL BE STENCILED WITH THE WORDS, I � CAUTION RECLAIMED WATER - DO NOT DRINK . 6) ALL RELOCATIONS OF EXISTING OR PERMITTED RECLAIMED WATER INFRASTRUCTURE 87 � INCLUDING SERVICE PIPING AND METER BOXES SHALL BE PERMITTED AND INSPECTED BOX OVERLAPS IN CONFORMANCE WITH TOWN POLICIES AND PROCEDURES. BLOCKS BY ONE INCH REBAR ANCHOR DETAIL No. STANDARD 1" RECLAIMED WATER SERVICE & METER BOX INSTALLATION 06500.02 ;FFECTIVE: 12/10/09 sHEEr i oF s STANDARD VALVE BOX � " }► " (SEE DETAIL 06500.06) a I I a ALL PIPING INTO 11iE VAULT �� I ��V�V��/V�V�� i�� SHALL BE RESTRAINED �� 7 \/A/A/A/A/A/A, 2'-5" � /�/��/ � MJ SLEEVE � 2^ '��/.�� MIN. �� W� MEGA-LUGS MIN. 12" /� WAiER ��j 12" ��a � � MIN. �STRAINER MElER � MIN. � ` - - CAUTON RECLAIMED WAIER 4XM1 4%4 O O � a a oo Nor oRu+K �� FLOW �E o� 7EE �► FLOW I I � a IJ RESTRAINED I I° a� LINK SEAL ��K�' �� DISMnNiuNc � i � / iiiY//// "� � � D.I. PIPE � �� doINT CLASS 350 OR BOOT iy�/�/�/�/�/�/�/�/ � I � CONNECTION : �///////// i I :: � � C900 PVC MAIN, (WITH PURPLE ' % /�/�/�/�/�/�/ �� PANTONE 522 PURPLE COVERING) �° I VV�VVV�V�VV� (ALL JOINTS RESTRAINED) ACCESS DOOR al SHOWN CLOSED I SLAM LOCK LIF-f1NG I � HANDLE � I #57STONE �--- --- — ---� a (SEE SHEET 3 OF 5) a a .. � . 4 . . . . . . . . . I� ' �� 4 _4" 10'-0" 6" DETAIL No. STANDARD RECLAIMED WATER 3" OR 4" METER INSTALLATION & VAULT 06500.02 12/10/09 SHEET 4 OF 5 Y e Q S W � z� zp 0 � �i U ` 3 0 Y W� �o w� � o� �� U ` 3 GRADE WATER MAIN 07/O1/13 STANDARD RECLAIMED RECLAIMED WATER METER WATER VALVE BOXES -NO LEAD CORPORATION STOP � O .. � � � � .. � 2" SDR 21 PVC PIPE o � o � ..� i � caoziox �cL�a� waraR O DO NOT DRI\K TAPPED TEE FlTTING W/ RESTRAINED WEDGE ACTION RETAINER GLANDS PLAN VIEW RECLAIMED WATER METER & VAULT (SEE DETAIL 06500.02) � .� °'` • PVC TRANSI110N ADAPTER METER (SOCKET x STAINLESS LOCK STEEL FEMALE IPT) ! C�P 2" SDR 21 PVC PIPE � I� PROVIDE PIPING IN PANTONE 522 PURPLE WITH THE WORDS SECTION VIEW "CAUTION RECLAIMED WATER DO NOT DRINK" STANDARD RECLAIMED WATER VALVE BOX - (SEE DETAIL 06500.06) GATE VALVE W/ BLOCKING STANDARD RECLAIMED WATER BLOW-OFF ASSEMBLY, TYPE 1 (SURFACE DISCHARGE) 2" DIP PIPE OR SDR 21 PVC WITH NO LEAD BRASS 11-IREADS CONCRETE BLOCKING MINIMUM t/3 CUBIC YARDS AT 3000 P.S.I. 17y4" FOR 2" SER. NO LEAD ANGLE 13yq" FOR 1}�2" SER. BALL VALVE PAINTED PANTONE 522 PURPLE METER 1�" OR 2" IPS, PE TUBING, PROVIDED IN PANTONE 522 LOCK CAP PURPLE WITH THE WORDS NO LEAD ��CAUTION RECLAIMED WATER BALL DO NOT DRINK" VALVE CAUTION RECLAIMED WAiER DO NOT DRINK '_4:��'- Fr 'c�`�xC,*E:^W+.`;�Gi� i'i.i�. BRA EN PIPE `a ' ;? .rt�"'-�,' .�ri:_1?� °4'"tir'.;:;c�ii^y�•.a.t��``.`K� �.'. � a . � , �,...�i:^1J,'.'..FCw�. .��+ Y '`"' :u' ' fi;i-t•�'' .rr.�:.y:.�ry �';+•s�..�'•?.•r-. (TYPICAL) <t.;•-"S�`''• .;a-s:.i+r4 z"�i:r��tt�` �'�s;' ._x;....rr'?i.Y.i':' :�x::':�..... a,t.au ._......+r�s-:Y��'<iw. ELEVATION - NO LEAD ANGLE C O VER CHECK VALVE ,��qoo qQ 24, 3" �gl� o o, AAAo - - � � oQO :� � � � 9 � �O �P,�`� �� s� � �� sa�� o"� COVER PROVIDED SKID RESISTANT PJ�� IN PANTONE 522 SURFACE �' PURPLE COLOR - � PULL SLOT (2) MATERIAL SHALL BE ;�.� LIGHT WEIGHT POLYMER !��;�:;'� CONCRETE e:. 9��x6�� IRON READER LID �M:,�H..,. ;+'a`.'�-'-' �i.'F.. ' �� STAINLESS STEEL PENTA '�:� .�F�:a�j:t'� =,��r;;;;%s, HEAD LOCKING BOLTS (2) 12" OF #57 WASHED 2S) STONE BASE � B'• NOTES: t CUSTOM SETTER PIPING TO BE NO LEAD BRASS & COPPER TUBING AND SHALL > BE EQUIPPED W/ANGLED CHECK VALVE OUTLETS & BY-PASS FLANGED VALVE OR BY-PASS FLANGED BALL VALVE INLETS. 2) PRECAST CONCRETE BOX WITH ALUMINUM ACCESS HATCH WILL BE AN ACCEPTABLE ALTERNATIVE WITH APPROVAL OF THE DIRECTOR OF ENGINEERING. 3) THE INTERIOR OF THE BOX SHALL BE STENCILED WITH THE WORDS, CAUTION RECLAIMED WATER - DO NOT DRINK. 4) METER BOX LID SHALL BE SECURED TO METER YOLK WITH CABLE TETHER. 5) LOCATE METER REGISTER 5 TO 8 INCHES BELOW COVER. 6) ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS PER ASTM B584. ��5I9 �PTER U10�� E��r pR �� 30.. INSIDE OF BOX �P PAINTED PANTONE 522 PURPLE / � NOTE• g� W TO ENSURE POSITIVE DRAINAGE. THE VAULT SHALL HAVE AN OPEN BOTTOM TO ,9 / ALLOW DRAINAGE THROUGH STONE. / DIMENSIONS (INCHES) MOUSE HOLES (2) � BOX � A B 4" X 4° OPENING WITH 4° X 4�� n KNOCKOUT ABOVE OPENING —� e� 1 183�8�� 30y8� S DETAIL No. STANDARD 12 "& 2" RECLAIMED WATER METER INSTALLATION & VAULT 06500.02 EFFECTIVE: 07/O1/13 sHeEr z oF s �OLYETHYLENE PE TUBING (PURPLE). I-I I I-I I I= ��I I I-I I I-I I I "�R NO JOINTS OR COUPLINGS - - - I-oo WITH COPPER TRACER WIRE. --- == II I I II-��> -- --- _ - _ - ---- --- ��'�� LOCKLESS 3' MIN. DEPTH I III II III I III II = ---_ _= I III II III I II I I� � LID — -_ — — — _ _ --� � �—� � RECLAIMED — - II III I III III WATER cAurion rtec�niMeo wnTert oa Nor oRiNK - - UNDISTURBED S�OIL I I I�� I I�57 O �o nloT — — — — WASHED STONE DRINK — — — — — - 1 INCH - - - - IIIIIIIIIIIII I Illllli I 11- I - LETTERING 0 L E A D C O R PI O R A TI I O N S T O PI I P S C O N N E C T I O N L I D T O P V I E W ; SERVICE SADDLE CONTROLLED DIAMETER �12.38"0�{ NOTES: 1) WATER METER SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. 2) ALL METER BOXES AND LIDS SHALL BE APPROVED BY THE TOWN. 10" 3) ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA C800. 13.5" 4) THE INTERIOR AND EXTERIOR OF THE BOX AND LID SHALL BE COLORED PANTONE 522 PURPLE. _ _ _ � 5) ALL RELOCATIONS OF EXISTING OR PERMITTED RECLAIMED WATER INFRASTRUCTURE INCLUDING SERVICE PIPING AND METER BOXES SHALL BE PERMITTED AND INSPECTED IN CONFORMANCE WITH TOWN POLICIES AND PROCEDURES. �5" 6) BOX AND LID SHALL BE CAST IRON, ASTM A48, CLASS 25. SIDE VIEW 7) ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS PER ASTM 8584. DETAIL No. )PTIONAL 1" RECLAIMED WATER SERVICE & METER BOX 1NSTALLATION 06500.02 SHEET 5 OF 5 SECTION VIEW -_ ACCESS — �� HATCH -� CALGUM THIOSULFATE � / 75 GALLON INSULAiED \ ' WAiER VERi1CAL POLY TANK � REVERSE ON SUPPORT BLOCK I FINISHED GRADE _ _ = CA0 oonoinxmx � i�i�ii�;�,�,iii��=-=ii- � iii�i�iu' - SiEPS 2" SDR 21 PVC LABEL PIPES & INTERIOR WALLS AS FOLLOWS: "CAUiION RECLAIMED WAiER DO NOT ORINK" OPROVIDE CHEMICAL HAZARD PLACARDING BOLLARD 6" DIAMETER, �n.p� SCHEDULE 80 STEEL PIPE FlLLED Wlhl AUTOMAiIC CONCRETE� FLUSHING DEVICE PAINT POST n SAFETY YELLOW-� 1" iHICK NON-SHRINK GROUT. ALL �-PROVIDE FLOOR MOUNiED PIPE CONNECiIONS SHALL BE CORE DRILLED. SUPPORT (TYPICAL FOR THREE) CHLORINE NEUTRAUZER 2" GAiE VALVE iHREADED INLET/OUiLET pVC TRANSITION ADAPTER (SOCKET z STAINLESS STEEL FEMALE IPT) STANDARD RECLAIMED WATER BLO (END OF RECLAIMED 3'-6" POURED � ---I I CONCRETE a IIIIII, 3�-6" BAR 12" LONG I �illll #� iHRU PIPE _ 6" 1�_6" � Sa. BOLLARD SECTION VIEW DETAIL No. 4 4 PLANS PREPARED BY: �o[�OQ��0�� PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAxe (9I9) 677-2050 NC LICENSE "F-0102 C�20�9 � O W �C a � a z � a � � a v O � W � J N � � � Q � � a � 0 1� ry � W M � � � N a H ► � W � H W � 4i � � KHA PROJECT: 012108004 DAT Ee 03-15-1017 100% PLANS WD3 Z � ► W � � � O z W �I ► � ► � � O � OO STANDARD MANHOLE RING AND COVER LABELED "RECLAIMED WATER DO NOT DRINK" � ECCENTRIC CONE ° SECl10N COM81NAT10N AIR VALVE SIZED FOR d THE PROPOSED USE � d PRECAST MANHOLE NO LEAD SECTION o BRASS COLLAI PVC RECLAIMED NO LEAD WATER MAIN BRASS PIPE- PANTONE 522 NO LEAD PURPLE CORPORATION � STOP CAUTION RECLAIMED WATER DO NOT DRINK 2" GAlE VALVE TAPPED TEE FITTING W/ RESTRAINED WEDGE ACT10N RETAINER GLANDS CAUl10N RECLAIMED WATER a DO NOT DRINK �,i.SiF��i ! �i �'T �J� 7� • • 4"MIN. 6" 12'. MINIl UM (2) 1/2" x 13�4" HEX HEAD, STAINLESS STEEL BOLTS AND WASHERS AT 180' COUNTERSUNK. BOLTS & WASHERS TO BE TYPE 316 STAINLESS STEEL. �OR�H �qRo VENT (2) OPEN PICKHOLES � � � HOLE 1" DIAMETER � e � FILLETS � R 1 /8" - 1yq" RAISED LETTERING (RECESSED FLUSH) � � m�H��i � ,-�, � � �� I�I � ""qrea oo . COVER TOP VIEW RING & COVER SPECIFICATIONS: 1. CLASS 35 GREY IRON. 2. COMPLIES WITH ASTM A48 CL35B. 3. MANHOLE COVER TO BE PAINTED PANTONE 522 PURPLE, AT MINIMUM 10-mils. 4. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 5. DOMESTICALLY MADE & MANUFACTURED IN THE USA. FOUR ANCHOR BOLTS 1/2" MINIMUM� � NOTES: 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE. 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS OTHERWISE NOTED. 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. AS SHOWN BY DETAIL 07000.02. � 4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH. 5. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS, 87 � CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. STANDARD COMBINATION AIR VALVE MANHOLE EFFECTivE: o�ioiii3 (FOR RECLAIMED WATER) MINIMUM WEIGHTS RING 180 COVER 120 TOTAL 300 NOTES: 1� REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511. 2) REDUCED PRESSURE DETECTOR BACKROW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1047. 3) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1015 & AWWA C510. 4) DOUBLE CHECK OElECTOR BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1048. 5) BACKFLOW ASSEMBLY SHALL BE CENTERED ON CONCRETE PAD AND CENTERED WIlHIN ENCLOSURE. 6) CLASS I, ASSE 1060 HEATED AND INSULAlED WEATHERPROOF ENCLOSURE REQUIRED. 7) STANDARD 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL CODE FOR OUTDOOR OPERATION. 8) PIPE MATERIAL SHALL BE CLASS 350 DIP APPROVED BY lHE TOWN. 9) INSTALLATION SHALL BE IN COMPLIANCE W1TH ALL APPLICABLE TOWN ORDINANCES AND SPECIFlCAT10N5 IN ADDIl10N TO THE N.C. PLUMBING CODE. 10) PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS. 11) ALL 'NO LEAD' BRASS COMPONENTS SHALL MEET UNS C89833 AS PER ASTM B584. MECHANICAL JOINT GATE VALVE, RESTRAINED. Cq� � ,� n � NEOT pRINK WATER V ARIES RING TOP VIEW DETAIL No. 06500.05 SHEET 1 OF 1 a d aa tld' a ,a a COVER DETAIL TOP VIEW 12" WASHED STONE BEDDING UNDER PIPE & VALVE ASSEMBLY � 1' �� WATER GATE VALVE ASSEMBLY NO LEAD DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY NO LEAD REDUCED DETAIL No. 06500.07 SHEET 1 OF 1 NO LEAD OOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY � OR RE DETECTOR BACKROW GFCI ELECTRICAL ASSEMBLY 4" MIN. CLEARANCE � WITH VALVE OPEN - - - I APPROVED z OS&Y ac�i a GATE VALVE � � CLASS 350 > z OIP FLANGED 3 � a N FITTING > w � W Q CLASS 1, ASSE 1060 HEATED & � � ct >� INSULATED WEATHERPROOF ENCLOSURE ANCHORED TO CONCRETE PAD 2�-�" 2'-�� W CLEAR ADJUSTABLE CLEAR � IF RPZ, PROVIDE DRAIN PORT FOR `O? p�pE 6"MIN. POSITIVE DRAINAGE OUT OF ENCLOSURE -� SUPPORT (MINIMUM TVJICE THE SIZE OF RPZ) 1" CLEAR =1IIiIlIill11II - - = - =- = III III III -III�III�-� ��=�u=�, III 6" 3000 PSI CONCRETE SLAg I I I-_ i III II II I I Irl__i i i i I I i- '_ �I I I�I I I�I I I�I I II I•I I�I I l DIMENSIONS PER ENCLOSURE II II -- "- '_ � MAINTAIN12" ANNULAR MANUFACTURER SPECIFICATION COMPAClED � AREA AROUND DIP AND II m ELECTRICAL CONDUIT SUBGRADE DIP, MJ FITi1NG (ROD BACK TO MAIN LINE APPROVED CLASS 350 DIP VALVE AND PROVIDE REACTION BLOCKING RESTRAINED OR RODDED OR INSTALL LOCKING RETAINER GLAND) � APPROVED CLASS 350 DIP, RESTRAINED � FLOW OR RODDED TO MAIN LINE VALVE WEDGE ACTION 8� � �Il�iilll�ll-111iiilll=' RETAINER GLAND STANDARD COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY, EFFEc�rIVE: o�ioiii3 ( 3" DIAMETER AND LARGER) R FLOW � DETAIL No. 06200.05 SHEET 1 OF 1 STANDARD RECLAIMED (UNPAVED AREAS) VALVE BOX COVER CONCRETE ENCASEMENT AT 3000 P.S.I. z TYPICAL FINISHED GRADE � � � � IN PAVED AREAS � N � z --- �--J-- ^ � —�� —��—�� a � � �. I I I I I I I I I I I I= I d'e _ _ — a <, . BASE COURSE - � ; i � � . x . (PAVED AREAS) � 12" THICKNESS I-2, i H OR HB BITUMINOUS � '` �TAMPED CONCRETE MAY BE USED �. BACKFILL VALVE BOX NOTE TO CONTRACTOR VALVE BOX SHOULD NOT CONTACT MAIN OR VALVE GATE VALVE CAUTION RECLAIMED WATER CAU110N RECLAIMED WATER DO NOT DRINK DO NOT DRINK PVC MAIN _`:.. • � ;:. C-900 OR C-905 BLOCKING `` PANTONE 522 PURPLE �TAMPED I I=I I I=I I I=I I I I I I=I I I= I1=� BACKFILL -III ;�111-111,;,111,-111,;,� , II� UNDISTURBED EARTH � SECTION VIEW e� � TYPICAL FINISHED GRADE IN UNPAVED AREAS � 2 —O I , a (PAVED AREAS) � 12" THICKNESS I-2, �, a. H OR HB BITUMINOUS ° ° CONCRETE MAY BE USED a aa , (UNPAVED AREAS) a a �`�ED � WAiER I CONCRETE ENCASEMENT N AT 3000 P.S.I. < a a . ed . tl� ' . ' . . Q .' 4 . VALVE BOX COVER, PANTONE 522 PURPLE. � PLAN VIEW �TES: ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH IS NO GREATER THAN 8' (ft.) FROM THE SURFACE USING A MANUFACTURER APPROVED EXTENSION KIT. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREA RECLAIMED WATER VALVE BOX INSTALLATION FFECTIVE: 12/ 10/09 i2iioio9 II u CONTR CTOR SUB CONTRACTORS I �3.5') iAXIMUM - — - —�i� �i�— I II I I SUPPORT DEPTH AS NECESSARY II�u PROJECT IDENTIFICATION SIGN FOR TOWN OF CARY FUNDED CAPITAL PROJECTS GROUND DETAIL No. 06500.06 SHEET 1 OF 2 DETAIL No. 10000.01 SHEET 1 OF 1 J m a � > 53�4.. 5y4., — y4�- � �n --� � ----- $�� 1" RAISED LETTERING (RECESSED FLUSH) (2) CLOSED PICKHOLES � sy4»� RECLAIMED � � WATER 2• � � SY2'��I VALVE BOX COVER, PANTONE 522 PURPLE. LID -----��3�g� �8�� T 9 ��8.. BOTTOM SECTION 6" _ _ �4,. m a � � > �y2�� 65�8 � �ys�� SQUARE UPPER SECTION BOX SHALL E OVER VALVE ALL PARTS SH, THE SAME MAT SUPPLIED BY 1 MANUFACTUREF STANDARD VALVE BOX (FOR RECLAIMED WATER) COMPLETE BOX NOTES: 1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 Ibs. 2) ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST FROM CLASS 35 GRAY IRON. 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A. 4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK. DETAIL No. 06500.06 SHEET 2 OF 2 a � � �ITtiLIiN�S TAC� �T � — � ----- '� as�ai,r a�,v�Ts `� l'�'F S9-�B �F�4[� C�'J.IR� FErZ �.:f�DT SPE�FCATI,7Y; � p ll"•?E <-1 �.0$ lK�k�IaA i E��6{JF[5[ PCR PIC�'i�' S�i E�Fl�LlI�Dhl F5E �.: TYPICA�,� P�A'41��I�,IT R�P'l,Jk�EI��A17 �� PLANS PREPARED BY: �o[�OQ��0�� PO B�X 33U68 hALtIGH, NC 27636-3068 PHONE. (9iq) 677-2000 GAxe (9I9� 677-2050 NC LICENSE "F-0102 c�2o,q CC 0 W oc a W a z � a � � a v O z W � J N � � � Q � � a `- o U ry � � M � N a H ► � W O H W � W � � KHA PROJECT: 012108004 DAT ED 03-10-2016 100% PLANS WD4 Z O ► W � � G C Z W � ► � = � O � � O � � -------------- LEGEND INSTALL (RED) REMOVE (GREEN) EXISTING TO REMAIN (BLUE) 3ANDON (ORANGE) .. �T �`l, . - . 'I-C� U i" � Y. ' '�fi„ , .. PERMANENT UTILITIES EASEMENT TYPICAL DEP R/W EASEMENTS 30 FT R/W 10 FT I l0 FT 15 FT 15 FT I 15 FT I �i l0 FT R/W cuvr:c i0 Fr 5 Fr ens�MLNT I10 FT 5 fT I 15 FT OVERHEAD UNDERGROUND R/W R/W -L - � Pl Sto.8f65 T 0 = l" l3' 3 N,F D= 0� 34' 2 SUMMIT CAPITAL CORPORATION L= Zl.3.SZ� PIN' 746725544 T = �� T RAC T 3 R= IO.�O.C�O, BM 2007 PG 1740 DB i2733 PG 2585 � -L - PT f 7, P/ Sto.lB+14.78 r�T� �= 2� 3a i4.�• rRT� ► D = r 08� 45.3� L = 2/8.51' T = 10927' R = 5.0�00.�00' •� � N/F BEAZER EAST.INC. PIN' 0T46729906 PB �993 PG " DB 5560 P� GR EL -L- 13 + 2.37' 75.33' L -L- 12 + 79.14' -L- 13 + 28.98' � I u. t�S�t.U� 6 /N PROJ CT 88.24' L 79.43' L B G/ CON TRUCTI C -L- 12 + 72.54' ,�� -L- 13 + 30.96' - P T Sta. 10 +35. 0 76.35' L ___ t` �� _---' � 66 56' L . � __ _____ -- -L-10+71.00' _�-___--- 49.61' L ___ ____ _--- '� _, 2�31 � _ :� 5799K _ � - �� _ _ _ = � � --- - ------T---p-I---- ---- - �. I �' � �� =T= _ _ _ _ _ _ =T FO =�I � - - - - - - - - ��. -'�--�---_-____- P�.,,�. j_ a-a------ v1. � �:-.� �r � f -L- 10 + 19.82' i / , 29.96' R � -L- 10 + 19.82' i 65.99' R � _ 21 �� -L-12+2667' �--'""� 40.00� � 5802K � _ � - - _ - --- tJ ' C -L- 12+97.94, v-- ♦ `t.7. `t V L ��`_ -L- 13 + 16.99' . 40.00' L -L- 13 + 84.43' , 40.00' L 2>. _ C 0401 - <� �� -- ozo•°° 3 N/F BEAZER EAST. �NC. P�N' 746728086 TRACT 4 BM �992 PG 79 DB 5088 PG 333 TING R/W �SPECIAL LATERAL 'V' Dli SEE DETAIL � CLASS 'B' R' EST 2 TONg: EST 7 SY � _ C BEG/N CONC � Hl i�a oa o -T--�e,,r5_'�� _ 5804K ��3.20' � `. .� R 5 + 19.46' .� 5.27' R L- 15 + 23.90' 62.76' R -L- 15 + 29.29' 82.69' R ��re NC� _ < -� �� n DUKE ENERGY� Project #: DHRLUMPSU Work Req. #: Address: NEZ Town of Morrisville McCrimmon Pkwy Ext Morrisville, NC (Wake County) Engineer: Ray Pigott, P.E. UC SYNERGETIC 8024 GLENWOOD AVE. SUITE 230 RALEIGH, NC 27612 LICENSURE #: F-1217 UC SYNE�2GETIC Designed By: Marvin Caviness Design Completed: ll-19-14 Scale: 1" = 40' UCS Project #: 5515712000293-189 Office Phone: 919-882-5040 Cell Phone: 919-812-3388 Sheet #: 4 'RELIMINAR DRAWING NOT FOR ONSTRUCTI( �1LL CONSTRUCTION PER DUKE ENERGY PROGRES� SPECIFICATIONS, CODES AND MANUALS. PRELIMINARY DUKE ENERGY PROGRESS DESIGN BASED ON 25% PLANS. THIS PRELIMINARY DESIGN IS SUBJECT TO CHANGE BASED ON RIGHT-OF-WAY ACQUISITION, SCOPE CHANGES, FINAL PLAN CHANGES, COORDINATION WITH OTHER UTILITIES, ETC. -L- 17 + 59.14' -L- 17 + 58.95' 75.78' L 87.67' L -L- 17 + 38.95' 87.39' L -L- 17 + 39.29' 66.84' L - - -L- 17 + 18.79' � � 65.51' L ; -L- 17 + 19.40' - - - � 57.18' L � -L- �! 6 + 90.28' ,,• 4u.��' L ,. . ., � :' � -L- 15 + 96.07' � 50.00' R ` ,�' -L- 15 + 7R 3�� ' 61.50' R � � � -L- 15 + 81.71' ; �. �� i ,.' ` 64.30' R -L- 15 + 72.43' 82.01' R -L- 15 + 50.68' 4 N/F ADAMS CONCRETE PRO�UCTS P�N' 7468223�9 LOT 2 BM �980 PG 754 DB 3243 PG �64 70.61' R z �- �I / �-'/ Y� �i � 5 A MS CONCRETE PROD� P�N' 7468�3603 LOT I BM �980 PG 754 DB i9i3 PG i60 -------------- � LEGEND INSTALL (RED) REMOVE (GREEN) EXISTING TO REMAIN (BLUE) 3ANDON (ORANGE) .. �T �`l, . - . 'I-C� U i" � Y. ' '�fi„ , .. PERMANENT UTILITIES EASEMENT TYPICAL DEP R/W EASEMENTS 30 FT R/W 10 FT I l0 FT 15 FT 15 FT I 15 FT I �i l0 FT R/W cuvr:c i0 Fr 5 Fr ens�MLNT I10 FT 5 fT I 15 FT OVERHEAD UNDERGROUND R/W R/W �AT cy��E -Y � � �, ,� � 2- srA 2ofoa �o .oa �s -L- 17 + 69.10' ��62.00 � ,� � � 4 � � '` ��; � �� ' �EL�% /8� � 82.29 L l�53.7/ � � � ,� � � , -L- 17 + 74.53' �� ti V� � � 73.97' L J �� I' �� 1 g3��9 � � -L- 17 + 59.68 � �' � �h 43.06, L -L- 19 + 74.03' � V i � -L- 17 + 59.73' 88.70' L , p � 41 i� %� � '' �,��`� N P ou 6�3 �s. lV _ ____40.05' L -L- 19 + 73.25' ^I Q' ' i PTM LIMITEO PARTNERSHIP � - - ' ' - - - - - - - - - - - - - 58.58' L_ _ _ �` � 1 � ' -L- 21 + 8.47' PINPARCE832271 cB � r ' (� ._..,_,_--- - - - ., � ,� � 91.22' L � TOP=366.52' �M 20�2 PG 5� �'"�"�'- � INV. W(S)=360.9i'_ �_ 232 � / -L- 21 + 28.78 � �5205 PG 363 S iNv. IN(W)=359.09• � . � " ` " - - - � 1 1 7� „ _ _ 92.10� L DRAIN 1� INV. 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UC SYNERGETIC 8024 GLENWOOD AVE. SUITE 230 RALEIGH, NC 27612 LICENSURE #: F-1217 UC SYNE�2GETIC Designed By: Marvin Caviness Design Completed: ll-19-14 Scale: 1" = 40' UCS Project #: 5515712000293-189 Office Phone: 919-882-5040 Cell Phone: 919-812-3388 Sheet #: 5 'RELIMINAR DRAWING NOT FOR ONSTRUCTI( LL CONSTRUCTION PER DUKE ENERGY PROGRE� SPECIFICATIONS, CODES AND MANUALS. PRELIMINARY DUKE ENERGY PROGRESS DESIGN BASED ON 25% PLANS. 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BEG/N 8'Xl CURE -L- Sto. f9�0.00 �� Q � ��DUKE REALTY LMITED P�""�""r��"'""� P�N• 7469342F" LOT �6 �A a �,�,�� 12' ' 60' RCP-III -� ._--� -�� F F � E r � � ,.. \ 3�� RCP ca \ _ TOP=358.06' � INV. W(W)=348.73' � INV. W(E)=350.55' INV. OUT=348.72' -------------- LEGEND INSTALL (RED) REMOVE (GREEN) EXISTING TO REMAIN (BLUE) 3ANDON (ORANGE) .. �T �`l, . - . 'I—C� U i" � Y. ' '�fi„ , .. PERMANENT UTILITIES EASEMENT I ,� %' �O S4 N, �\R Fs,►�r �\ �� TYPICAL DEP R/W EASEMENTS FT R/W I � 15 FT 15 FT_I 15 FT Icuvr:c ens�MLNT ' � � ,� OVERHEAD R/W INV�,jQt�f=338a�= $t0�29ti LIMITED PARTNERSHIP �746934282 �6 u N� � ��5�-� 10 FT l0 FT Il0 FT R/W 10 FT 5 FT 10 FT 5 fT I UNDERGROUND R/W �� `\k \k \k `k \k \ � }\ 1\.L�LV �ly 1 L. 70Q46 SEC. 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SUITE 230 RALEIGH, NC 27612 LICENSURE #: F-1217 UC SYNE�2GETIC Designed By: Marvin Caviness Design Completed: ll-19-14 Scale: 1" = 40' UCS Project #: 5515712000293-189 Office Phone: 919-882-5040 Cell Phone: 919-812-3388 Sheet #: g 'RELIMINAR DRAWING NOT FOR ONSTRUCTI( �LL CONSTRUCTION PER DUKE ENERGY PROGRES`, SPECIFICATIONS, CODES AND MANUALS. PRELIMINARY DUKE ENERGY PROGRESS DESIGN BASED ON 25% PLANS. THIS PRELIMINARY DESIGN IS SUBJECT TO CHANGE BASED ON RIGHT-OF-WAY ACQUISITION, SCOPE CHANGES, FINAL PLAN CHANGES, COORDINATION WITH OTHER UTILITIES, ETC. � i� \\ � �� N/F EXTER AN� i��. �YL�.. ��, LOT I��AIRPAR BP=326.60' �' BM �996�\PG �6 v. 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SUITE 230 RALEIGH, NC 27612 LICENSURE #: F-1217 UC SYNE�2GETIC Designed By: Marvin Caviness Design Completed: 11-19-14 Scale: 1" = 40' UCS Project #: 5515712000293-189 Office Phone: 919-882-5040 Cell Phone: 919-812-3388 Sheet #: 15 'RELIMINAR DRAWING NOT FOR ONSTRUCTI( ALL CONSTRUCTION PER DUKE ENERGY PROGRESS SPECIFICATIONS, CODES AND MANUALS. PRELIMINARY DUKE ENERGY PROGRESS DESIGN BASED ON 25°/a PLANS. THIS PRELIMINARY DESIGN IS SUBJECT TO CHANGE BASED ON RIGHT-OF-WAY ACQUISITION, SCOPE CHANGES, FINAL PLAN CHANGES, COORDINATION WITH OTHER UTILITIES, ETC. _ STq 23+50.00 ISHEET 22� MATCHLINE 'Y8 � ryIH� l.� ��.� � - � � W _ � O O, O O + N � � � � i J il -------------- LEGEND INSTALL (RED) REMOVE (GREEN) EXISTING TO REMAIN (BLUE) 3ANDON (ORANGE) .. 'f'„ -- �. 'I-C� .' �, > ,� .� „ , .. PERMANENT UTILITIES EASEMENT TYPICAL DEP WW EASEMENTS 30 FT R/W 10 FT I l0 FT 15 FT 15 FT I 15 FT I �i l0 FT R/W GUYING 10 Fi 5 PT 6ASGML-'N7' I10 FT 5 fT I 15 FT OVERHEAD UNDERGROUND R/W R/W _v�_ Pl Sto.12+59..39 Pl Sto. l7+12.4/ \ 0= 2" 36' 082' �LT� �= z 46' 40.9' IRT� D= 0" 42' 58.3' D= 0" 42' 58.3' / L = 363.35' L = 387.89' + T _ 181.71' T _ 193.98' / R 8.000�0' R 8,000.�00' + 39 N/F JOSEPH M. W��KERSON PIN' 74 7 7 / / /+ � ,P� , / + <<O Z� �� • \�� \ �� ;; / �- �� ,8 �� RCp n/ �� , �� \\� hP � RCP �� N/F � �� , \\�� OF NC.LLC � INV=360.68' TOP=358.20� 746837520 a�J� INV.IN(N)=355.6�• �989 PG 1297 '�i\ INV.IN(W)=349.69' � g 12497 PG 004 \ INV.OUT=349.67' /�/ � � / Q � o� Q'�/ �TOP=357.82" TOP=359.03' �P �� INV. IN=350.67' �NV. 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