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Home My WebLink About20030980 Ver 1_Site Plan_20070831 Nov 50' Town Inspector Disclaimer N. N BUT SUFFICFICIENNT TO KEEP NCDOT STANDARD STORM/ aVrA Y SEDIMENT ON SITE .. The presence of the Engineer or Inspector at the work site e(r,r• 1, Obtain a land-disturbing permit. Schedule a EROSION CONTROL DRAWINGS shall in no way lessen the Owners responsibility for EXISTING X r 3'STONE TO BE USED 25' OR WIDTH OF �. MIN preconstruction conference with the Environmental y(SURGE STONE OR RAILROAD} PROPOSED STREET, '"M, ' ALLAS WHICHEVER IS Engineer, Byron Brady, conformity with the plans an ROADWAY d specifications. Should the ,.vr. rL 1:nguieer or Inspector prior to, during,or after construction r4� y� r GREATER. 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES THE FOLLOWING ROADWAY STANDARDS APPEARING IN " ROADWAY STANDARD �.� },1 ,� y 2. Install gravel construction pad, temporary diversions, DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. DRAWINGS"- HIGHWAY DESIGN BRANCH- NC DEPARTMENT OF fail to identifyor reject materials or work that does not * `Y� Y •'►Yr'�`' ° ' i �:r•;••��.;.y,■ti Ni,?;ytit�. silt fence, sediment basins or other measures as shown TRANSPORTATION-RALEIGH conform with the plans and specifications,whether from lack •+� giAs4 on the approved plan. Clear only as necessary to install 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, NC, DATED JANUARY 2002, AND THE LATEST OOSTING ;�:••^ ••'• * %' �..• .�+ t2' these devices. Seed temporary diversions, berms and 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS REVISION THERETO, ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE of discovery or for any other reason, it shall in no way ROADWAY �i.■ti-ti s'y' u+ s�a+E(N y LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. HEREBY ARE CONSIDERED PART OF THESE PLANS. basins immediate) prevent later rejection and correction of the unsatisfactory after construction. materials or work when discovered. This is also true if the ` `:,'�+;' x r; ti'•;Mr 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE Pr"Io{s-+e�0�-,� is�tr'� ' ,. 3. Call 856-6195 for an OnSite inspection by the UNIFORMLY AND MIX WITH SOIL (SEE BELOWy). work has been accepted and is currently being maintained by NEW CONSTRUCTION Environmental Engineer, Byron Brady to obtain a STD. TITLE the'Town. The Owner shall be responsible for correction of 35' MIN. ts' MN 5.. � Certificate of Compliance. ) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. 225.01 GUIDE FOR GRADING SUBGRADE all work that does not conform to the plans and specifications. ExIsrlNc RoaowAv � PLAN 4. Begin clearing and grubbing, Maintain devices as 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER 225.06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTION 12" MIN. needed. Rough grade site. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING, 240.01 BERM DITCH CONSTRUCTION s .�" MINR --- ` � � � 300.01 PIPE INSTALLATION METHOD A W �i " FADRIc MAY eE ADDED UNDER W+1ICH WOULD ADD TOTAL LIFE To THE HE STONE 9 P-FABRIC LINGER STONE block and Install storm sewer, if shown, and protect inlets with 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. 300.02 PIPE INSTALLATION METHOD B blk d ravel inlet controls, sediment traps or other 310,02 R.C. F.E.S. CONSTRUCTION ENTRANCE approved measures as shown on the plan. Begin 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR 310.10 DRIVEWAY PIPE CONSTRUCTION CROSS SECTION construction, building, ,etc RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF 560.01 METHOD OF SHOULDER CONSTRUCTION NEW CONSTRUCTION Town Eagineer/Planning Director Disclaimer EXISTING ROADWAY-� STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING 838.01 CONCRETE ENDWALL 6. Stabilize site as areas are brought up to finish grade ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURE 1 with vegetation, paving, ditch linings, etc. Seed and 840.01 BRICK CATCH BASIN Should the Town Engineer or Planning Director fail to NOTE': 6" MIN mulch denuded areas within fifteen (15) days of 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT 840.02 CONCRETE CATCH BASIN identify that the Owner/Developer has not addressed the 1. PUT SILT FENCE OR FREE PROTECTION ,--ENCE LIP `y Ny . %�✓ completion of any phase of construction. AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLJSHEo. 840.03 FRAME, GRATE, AND HOOD Town comments, or that the Plans and Specifications are not To ENSURE CONSTRUCTION ENTRANCE IS SED. /ice- � � 840.04 CB FOR SINGLE AND MULTIPLE PIPES z. IF coNsrRuc oN oN THE slrEs ARE suc THAT 7. When construction is complete APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ 840.31 CONCRETE JUNCTION BOX in compliance with Town Ordinances or Standards,whether HE MUD Is TIO OD THEo BY THE VEHI LE TRAVEL- p ete and all areas are from lack of discoveryor for an other reason it shall in no Nc OVER THE sroNE, THEN THE FIRES THE CRoSs SECTION stabilized completely, call 856-6195 for on inspection by ACRE IN CLAY SOILS) 840,32 BRICK JUNCTION BOX y VEHI^LES MUST BE WASHED BEFORE ENTERING THE the Environmental En Engineer. FERTILIZER - 1,000 Ibs. / ACRE -10-10-10 840.34 TRAFFIC BEARING JUNCTION BOX way relieve the Owner/Developer of their obLigationthereof, PUBIC ROAD g SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS 840.35 TRAFFIC BEARING DROP INLET MULCH -2 TONS ACRE - SMALL GRAIN STRAW nor obligate the Town to correct such errors or omissions. 3 IF A PRaEcr CONTINUES TO PH_ M iC .,� DEaPIs 840.36 TRAFFIC BEARING FRAMES AND FLAT GRATES ON-TO.-HE PLBLIC ROAD, THE GO'rERr.Ir,G AUTHORITY N TE f e site is approved, remove temporary diversions, silt ANOTHER - ASPHALT EMULSION O 300 GALS./ ACRE 840.54 MANHOLE COVER Execution of this construction plat by the Review Engineer or WIL EAN THE AREA AND INVOICE THE FINANC ALLY HIS E1,-RANCE APPLIES ON E ,IWEs fence, sediment basins, etc., and seed out or stabilize 840.66 DRAINAGE STRUCTURE STEPS RESPONSIBLE PERSON As INDICATED N THE FINANCIAL of "o�louAL SINGLE FAM L SCE NITS an resulting bore areas. All remaining permanent erosion 840.71 CONCRETE AND BRICK PIPE PLUG Planner for the"Town of Morrisville in no way limits the RESPONslelurY FORM. Y 9 9 responsibility of the Owner and Engineer of Record with control devices, such as velocity dissipators, should now 840.72 PIPE COLLAR regard to compliance wiht all Federal,State,and local be installed. 852.06 DROP INLETS IN ISLANDS standards,regulations and/or conditions. 9. When vegetation has become established, call for a 876.02 RIP RAP AT PIPE OUTLETS final site inspection by the Environmental Engineer, Byron 876.03 DRAINAGE DITCHES WITH CLASS "A" RIP RAP Brady. Obtain a Certificate of Completion. 876.04 DRAINAGE DITCHES WITH CLASS "B" RIP RAP 1605.01 TEMPORARY SILT FENCE COMMERCIAL CONSTRUCTION ENTRANCE 1630.02 SILT BASIN TYPE "B" CONSTRUCTION SEQUENCE SEEDBED PREPARATION 1630,03 TEMPORARY SILT DITCH 1630.05 TEMPORARY DIVERSION 1632.02 ROCK INLET SEDIMENT TRAP TYPE "B" Construction Requirements - 1632.03 ROCK INLET SEDIMENT TRAP TYPE "C" e0' E A (REVISED; 1-1-86) 1633.02 TEMPORARY ROCK SILT CHECK TYPE "B" =0E ":; ' All public and private work including but not limited to 31 1634.02 TEMPORARY ROCK SEDIMENT DAM TYPE Bn watermains, water services, sani Ou TEE" =LAT AREA tr'H I,I,-- "EEINED CHANNEL tary sewers,sanitary sewer 4, SFWuldan, Sidi Dibch�r.. SIopIM (Max 3:1) n services,storm sewers,drainage systems,roads, sidewalks, 3• Tree Protection Area ---- A DATE TYPE PLANTING RATE parking lots, site grading and landscaping shall be constructed s MAX 4• 18» i "MI"""°"°"M°'INC°"""" DO NOT ENTER in accordance with the Town Standards. No deviations from Aug3• �, I +s - Nov 1 Tall Fescue goo IDe/acre the Owner/Developer's submitted plans will be allowed unless 4' - Nov I - Liar I Toll Fescue 300 Ibs/acre NOTES: & Abruzzi Rye 25 Ibs/ocre T written approval from the Town is received. All Public and YSA 12-,i2 u SIGN DETAIL `" (,> a = ,.s -YES THE a,AT", ", sreNE < H ->4 WIRE MESH H Private Easements shall be recorded prior to final acceptance "1OY`01A" Y.rs Nor + - Apr +s Tall Fescue 300 Ibs/ocn 2 o << DIAMETEF B,,T �E.,s '...�N c ��o0I-, . p p INCHES Apr 15 - Jun 30 Hulled Common Bermudogross 25 Ibs/acre r c T�y o 0`0 Iu n� eslEs WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL mz�=➢ LETTERS ARE TO BE 3- HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS DETAILED, (2) d c= EG E a....V_0 > AA."ER Jul 1 - Aug 15 Tall Fescue and 120 Ibs ocro b the Town / B Y A KOO D SIGNS ARE TO BE PLACED NO GREATER THAN 200'CN CENTER. x o�' m p O U w LL PLACE SION AT EACH ENO OF LINEAR TREE PROTECTION AREA AND 200'ON CENTER THEREAFTER. OR TOP GF CH L �_L 9>� .r^r •••Brolmtop MHNet 35 Ibs/acre - '1zy �' ��. o Fvo� ' FOR TREE PROTECTION AREAS LESS THAN 200 IN PERIMETER, PROVIDE NO LESS THAN ONE SIN EVER IS ES' ,a p1ApE a Sorghum-Sudan Hybrids 30 IDS/ocrs o G PER PROTECTION AREA FOR SCE C / (� w o n �L m 0 FOCII,C-SEE ND ;3) LD =LENGTH r-RA- G.. 0 O ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. - -aL _ a A A Y Y o rn I�--- � z 5E slop" (3:1 to 2-1) No ao WEATHERPROOF SKIN AS SHOWN ABOVE): POST MAY 8E EITHER 4' DIAMETER PINE. o SEE NOTES BELOW FOR CONSTRUCTION z Mar 1 - Jun 1 Serceo Les a socrified 2"DIAMETER OAK,OR t.33 ID/LF STEEL pedu ( ) 50 Ibs/acn AND SPACING DATA. -F STONE NI 9 PPc EE Ear NDER NER OR U ONT VIEW S'-0' O.0 MAXIMUM ORANGE UV RESISTANT, MIN)Is]WASHE 11r, BED,N ..'EPA_ HIGH-TENSILE STRENGTH, (Mar 1 - Apr 15) Add Toll Fescue 120 IDS/ocre D Engineering& Planning Fees Paid POLY BARRICADE FABRIC 0 11"WIRE MESH aE B (Mar 1 - Jun 30) Or Add Weeping Lovegross 10 be/acre /� � a M1 - -=E OUTLET TO WELL- DEFINES _^.NE. (Mor 1 - Jun 30) Or Add Hulled Canon Bermudograss 25 Ibs/acre ►'I i I_ - W >. �7', '.c•£'''..RE�AEIRic p SILL NOTE FOR P09T DESCRIPTION LLO.Yes No Comments 9Lr EN GEc E.r,c FAGRC oo Jun 1 - Sep 1 • Toll Fescue and 120 Ibs/acre m 6MAXIMUM PoeT sPACINo s FT lnfrastrucutre Tres Notectbn Area 8�oq o •-BrOwntop MiNt 33 Ite/ocre 1 CA i d Fees DO NOT ENTER z o ��`{ •••or Sorghum-Sudan Hybrids 30 Ibs/acre f/7 n VAPIABLE _ ie 3 -15E SILT FENCE DNL,WHEN ORAMACE AREA FILL SLOPE GN �O/ c�,� C, DIMENSION_ - NOTE f Q ~ DOES NO-EXCEED I/4 ACRE AND NEVER IN R PEP 9. > , / S AREA5 OF CONCENTRATED FLOW _ �c PENCE -"ES.SSE �`B Sep + - Mar 1 $er{Cea LeepedeZO (WIt1U1ed-MfISCOFi}led) 7D b8/OCf1 2 12" USE N0. 5 OR N0. 57 VARIABLE I ___ p F 7�� /-• n z '. 5 9,EC<-^N _ �' Ofld Tail FfeCW I2D Ibs OCre ~ STONE FOR SEDIMENT DIMENSION 1 Z Yes No comments � �'- _�� i g j`^ � �� i�A -_ / DI 2 - CONTROL AND PAV FOR 2' O -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. n OR ANC C IFEN A" b Y am;�l.n _11 _ 8-T _ I AT THE CONTRACT UNIT -FLD■■ , ,,.�''..�.. FL 2 W �cRADE N�Is PPorE"anc �� I �c�A.. a _ (Nov 1 - Mar 1) Add Abruzzi Rye 25 lbs/acre o -__-- _ -__ OW - < .�.i O� SEDIYEN- y - - T SEDIIEN.. - G t �• Car CH 9ASN. r II -- ,,y �" Vc� R`g�l -, _ O _. -_ j, M Acreage Fees n H_ - 3 2 Z - PRICE PER TON SEDIMENT O B" CONTROL STONE. T � B' --_ - � o >,,.. 001 STONE , 2- USE HARDWARE CLOTH 24 CONTROL STONE H- W a uw coWR �.-;s �, "� S- GAUGE WIRE MESH WITH 1;A 1'-e to �,`;z�p y� - -f INCH YEBH OPENINGS. .� A. T•' •• _ - p PLACE TOP pF WIRE YE9N OVER SKIRT �3 �. y � � to Capacity Yes No Comments 1 r `�� n NCHOR s a cb re DIREc rEC s� ENaNEER r w'• •,Ir ` ,'1 ti : �• 3 � A MINIWY OF ONE FOOT V ra W Replacement L,. ' ►.: '�1: •' lv '1' b 3 ��o� Consult Conservation Engineer or Soil Conservation Service for BELOW THE SHOULDER TOR J J r" i Sf• �` g O -AVERAGE BOX ANY DIVERSION POINT. AVERAGE BOX C7 Z •„NSUBGRADE.•! ti•••�' DIMEN8ION VARIABLE z Fees r•1 Imo•- ° additional information OOnoerlting other dtemotlVft for vegetation of DIMENSION VARIABLE INSTA_ 5 FT. SELF FASTENER Lu N SIDE V E�fv .ti•,,r: 4{,"f,'ti';-'t� ✓"•' S -'r,'-•A -_- `0 FILTERED AMU LE STEEL P08T9 1.S FT. FILTERED 1 denuded areas. The above vegetation rates ore those Which do "I under T WATER DEEP YIA IYIAI. WATER IlC ✓ CTION A-A INSTALL s FT. TALL, 3 IN. V local condkfons; other seeding rob uxnbirwUons ore possible. C> DIA. WOOD POST 1.5 FT. SECTION Y-Y �� . P.r_ �9PACENPOSTS A MAXIMUM INSTALL TREE PROTECTION BY FENCE A SKNAGE PRIOR TO CAWING FOR THE INITIAL - "'Temporary - Reseed according to optimum Beason for desired permanent MULTI-DIRECTIONAL FLOW DF 4 �' SINGLE-DIRECTIONAL FLOW ON-SITE INSPECTION BY A CITY OF RALEIGH INSPECTOR. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DLIRATION OF PROJECT. S vegetation. DO not allow temporary cover to grow Over 12» in height before EFT /OF 1 SHEET 1 OF 1 ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED , '�'� 'town Representative ON ACTUAL FIELD CONDITIONS Irlawillg, OtherwiN fescue may be shaded out. 1832.03 1632.03 SECTION B-B IF STONE CO-B.PRCJOf XC-T--.E INDERUNER OR 1'(MIN)pT w 5,EO S-ONE BEDD%c MATERIAL. Date TEMPORARY SILT FENCE TREE PROTECTION FENCE SEEDING SCHEDULE OUTLET PROTECTION PREFORMED SCOUR HOLE -_MPoef.R r = .E=S Cr" BERM/ o-�- PLAN VIEW ON C SLOFING - �3r COMPACTED -E -_ - OMPA TED S� A, - TOP OR BASE MSLOPiNN c c _AT.� INSTALL LEVEL AND FLUSH - - - _- L,A, A "D AREA. PIPE OR DITCH WITH NATURAL GROUND fill"--�%<�V TO LIJEF ==v wLNCFF FROM H,G- � CPA:r.4 A AA-' FROM JNPI LL __ D_, S TO A STABI._ OUTLET OUTLET _PA oR LO TOP ELEVATION OF S,cw.•-R _.- „SASS P- - TO D R _.:A LADEN RUNOFF ==CM A DIS"-'PBED ARE- TO A --------{{�y---- 4'(TYP 'P=`- �. SED MEN --- ACILITY. CUPA[rEO a M" O NOTE I MAA ='I•IS WHERE PRA',-LE APPLIES ,y5 WASHED S".:NE� HEIGHT & WIDTH DETERMINED BV - - _ _ - .•REt .rEREVER !A A',LNOFF MUST BE 'Eu=ORARILY DIVERTED TO PROTECT _ SLOPE �' J. II-IN- 4, 5FT EXISTING TOPOGRAPHY' AND ` `� A- SEDIMENT STORAGE REQUIRED. -SNRBc S -__ _ STAIN SEDIMENTS O•. S'E DURING CONSTRLCTION_ .=11I_ B O _c S'ING SLOPE - KEY RIP AP INTO THE DAM - �� 20.5' D 2FT O FOP S- .._:.AT CH. TEARP DID 0--'. D,TCH I- 1J ' -- - 4.5'x4.5' SQUARE PREFORMED W O 2:1 SLOPE r.,A.� , N11 RIP RAP A. MAe- _J_AD r s A SEDIMENT =s.oOL DEVICE MU ro DIRECT ALL ; SCOUR HOLE (PSH) 4 MIN W 4FT O � VAR E_ � SEDL - _AD r. S .;--J+._"-- •.-0 A SEDIMENT�C'.TROL DEVICE MUST BE INSTALLED PP '_LEAI.IN' _^_BB',C GF THE AREA ��. ONJUNCTION WITH THIS -STABILIZE DI.ERSON o C1 0. SFT WTH TEMPORARY SEEDING �- .F_= F S DMIE _✓ -.S & DIVERSIONS - ".STALLED AS EACH CRITIC.L CR ': SECTION -0 EROSION CCN, O_ (RIP RAP IN BASIN d `C'.- _ACHI NETTLING NOT SHOWN FOR CLARITY) 8. - _ `: SHO 'D = __ __ 'C MINIMIZE DAL,:.C�S BY CONSTRUCTION OPERAiC'.S. -� - - C ' _ _ SHC: L & MULCHED IF THE T -�- REMAIN IN PLACE OVER 3- ° ' SEED WITH NATIVE 16.5' O D cE AFTER _ �- a�T ONCE A WEEK PE;-�DLEss. REPAIR As GRASSES AT INSTALLATION PERMANENT SOIL FRONT �,ti - -, - _ � '- - '7. EINFORCEMENT ',A`uRAL cRGur.G C- OR cur SLOPE MATTING (PSRM) KEYED RIP ' - Low _ f- _._ �X�><. .•REs _ -II- 2. _ _) fi• °•'� 8 �,./ UPSLOPE TOE-� POSITIVE GRADE 1.C% MA, z SECTION A-A �Na7 WASHED STONE - SRM i v�ACTED FILL k S,JE SLOPES S 2 1 (MAX,) [D S PIPE OR DITCH VARIES f•��NE Teo RIP RAP - - _ - 1 NATURAL NAruRA_ C oR FILL cF �_ �� OUTLET -_ M A �I / GROUND O c v ,fy 0' -SHED STONE STEEP CUT OR L SLOPE 8"MIN IP RAP 1 TUCK �- �-J 1.5' THICK LINERWTH FILTER: CLASS I RFABRIC DESII-'_==__ - _ PLAN VIEW E. DRAINAGc +-_ __- A_- Rlvl/ ETCH W Vd CT^ DETC RM',_ DIVERSION DITCH J _ FC_ - '.,JST 9F APP�'_._ -- .SSLiRE DRAINAGE. _ `EJ..ME�J SrOR:.;;_ - _ ' - IF - _ -'S 2%, SEED & - .;��ER SIGN. TRY N q VELOCITES MAXIMUM C.A. :-RES AN AP PP_-.=_ _ DRAIN CALCS E1SONS A7 THE TOP OF SLOES DIME'. _�.•, v \> BERM c )OST COMMG'._� _SEJ. CHECK DAM CHECK DAM TEMPORARY DIVERSION BERM/DITCH - I O DATE: PREPARED IN THE OFFICE OF; CLIENT; \%1,11111111/�� PROJECT; \�•,•,•�D r,OR170NTAL SCALE' _ + Kimley-Horn KEP MORRISVILLE REALTY, LLC � Essa- � NTS� DAVISOMMONS :�o.�oF ti9ly - - ---- Q VERTICAL SCALE� o __- - SEAL - NITS - R - MORRISVILL NORTH CAROLINA andInc. TITLE; � o DRAWN BY: PE,' PEoSIor, D--- - - CHECKE_ _ �� D NKHA E� _ nor _ i�•'•f�•'�� oEsicNEo B7: This C.,Iment t getl�er wi,h the concepts and designs prese ,ed herein, as C� _ _ . . __ Cn�y for the spec' - E rpose and clie :.ss prepared. Be� - i�� N(i�NE;�:•• Q�� or IT II Ipr�per relIan�e or this dccument Without Written ,, �rol,zat�oLl any --- -_� AOise, Inc. sha WItnaut liaellit, --_ ' ��,� associate_, P.O. BOX 33068 - RALEIGH, NORTH CAROUNA z�636-3oss EROSION CONTROL DETAILS %�o. •- ��`•�� KHA - l,o ,Ilgrlt rT"11?b-'�G�n �7nd `iSSCCIaCCc, Inc., 2003 �E: (9Q) 6�- F : (9�) 6�-�� 0fl�Ot �A�� CHECKED Br: =-HED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: O SEAL, BTE 011886001 4 of 1� Engineering&Planning Fees Paid NOTES: Town Inspector Disclaimer 'Gown Engineer/Planning Director Disclaimer Construction Requirements Infrastrucutre Yes No Comments 1. ALL STATION AND OFFSETS LABELED FROM NCDOT TIP -L- The presence of the Engineer or Inspector at the work site Should the Town Engineer or Planning Director fail to Fees All public and private work including but not limited to ALIGNMENT UNLESS OTHERWISE NOTED. shall in no way lessen the Owner's responsibility for identify that the Owner/Developer has not addressed the Yes No Continents watermains,water services, sanitary sewers,sanitary sever 2 conformitywith the plans and specifications. Should the Town comments,or that the Plans and Specifications are not services,storm sewers,drainage systems,roads,sidewalks. ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF p P Acreage Fees MORRISVILLE STANDARDS, SPECIFICATIONS AND DETAILS. Engineer or Inspector prior to, during,or after construction in compliance with Town Ordinances or Standards,whether parking lots, site grading and landscaping shall be constr acted fail to identifyor re ect materials or work that does not from lack of discovery or for any other reason, it shall in no in accordance with the Town Standards. No deviations floin 3, ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT J DESIGN BASELINE UNLESS OTHERWISE NOTED. conform with the plans and specifications,whether from lack way relieve the Owner/Developer of their obligation thereof, Capacity Yes No Comments the Owner/Developer's submitted plans will be allowed unless nor obligate the Town to correct such errors or omissions. Replacement written approval from the Town is received. All Public and 4. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTILITIES of discovery or for any other reason,it shall in no way b Fees / prevent later rejection and correction of the unsatisfactory Execution of this construction plat by the Review Engineer or Private Easements shall be recorded prior to fugal acceptance THAT CONFUCT WITH THE PROPOSED ROAD IMPROVEMENTS. materials or work when discovered. This is also true if the Planner for the Town of Morrisville in no way limits the by the Town EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS work has been accepted and is currently being maintained by responsibility of the Owner and Engineer of Record with WHEN WARRANTED. the Town. The Owner shall be responsible for correction of regard to compliance wiht all Federal,State,and local 5, CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY NCDOT all work that does not conform to the plans and specifications. standards,regulations and/or conditions Town Representative SIGNAGE ALONG MORRISVILLE-CARPENTER ROAD AND DAMS DRIVE. 6, THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL f PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE Date IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 1 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA / ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING `\ UTILITIES WITHIN THE SITE, 7, CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM 1 1.50" OVERLAY AT THE LIMITS OF CONSTRUCTION OF DAMS DRIVE g J AND MORRISMLLE-CARPENTER ROAD TO PROVIDE A SMOOTH TIE-IN TO THE EXISTING PAVEMENT. j ? 8, STORM DRAINAGE NOMENCLATURE IS AS FOLLOWS; CB - NCDOT CATCH BASIN STD. 840.02 t- FES - FLARED END SECTION FERRELL LAND COMPANY LLC JB - NCDOT JUNCTION BOX STD. 840.1 r JOHN J. MITCHELL DB 7271 PG 126 J t TOC - TOP OF/ 11 RCP - RCURB ELEVATION CED CONCRETE IPE U +- DB 6074 PG 474 � RIM - RIM OF _J _ U REFE TO EASEMENT AND RIGHT OF WAY SHEETS FOR COMPLETE S INFO MATION ON SIGHT DISTANCE TRIANGLES, TEMPORARY SEE PHASE I CONSTRUCTION CON TRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS, !. F- W >. PLANS FOR DAMS COMMONS FOR SID ALK EASEMENTS, EXISTING RIGHT OF WAY, AND PROPOSED RIG T OF WAY, LOT 3 GRADING PLAN FROM 13+00 RT 0.0 UJI � TO 24+00 RT. f O U STA: 22+96.57 1,861 ACRES Q STA: 23+06.39� g c> OFFSET: 161.84 R OFFSET: 159.94'R Z N i 1 I� Z M t _ SEE PHASE I CONSTRUCTION SEE PHASE I CONSTRUCTION CB-10 { 14 000 STA 22+80 RT PLANS FOR DAVIS COMMONS FOR PLANS FOR DAVIS COMMONS FOR STA 19+00 RT J 3'+� INV OUT=361.00 EXTENSION OF DRIVEWAY EXTENSION OF DRIVEWAY TOC=364.70 I Zcv INV IN=361,18 a CONSTRUCT TRAFFIC BEARING JB STA=+21.04 INV OUT=360.9 PROPOSED RIGHT OF WAY m 85' - 36.0' ON EXISTING PIPE OFF=55.66'R 46.0' OBTAINED AS PART OF JB-13 ��/,�Ov NCDOT U-4026 TIP PROJECT *3\�3 f STA 22+92 RT ! 78,75' 180.03' o (NCDO U4u26` RIM=368.32 _ l p� �� FES-1 RIGHT TURN STORAGE RIGHT +34.73 !- \ � 'N f STA=+16.82 a INV OUT=361.85 PROPOSED R/W SBA 120+50 RT ± w TURN (NCDOT-U4026) \ 2 +00 F SLOPE STAKE TOC=366.57 IF cN LA TAPER + OFF=55.5'R - I INV IN=362.54 (A w � F ro - LINE, TYP INV OUT=362.34 F/ 'D STA=+20.20 Z STA; 23+24.66 h \ ry, OFF=55.78'R T - ADJUST EXISTING VALVE BOX CA � �• - - _ 21+1,00 a / 21K O NiNG �PP�R 25+00 RELOCATE EXIST FIRE HYDRANT 24+00 OFFSET; 67.60'R 1 \ �tK 22+00 _ - - - - - �/ 0+00 \ ` 19+00 STA=+20.19 �}l4DE RELOCATE EXTEND 6" DI HYDRANT MAIN - _PROPOSED 2.5' OFE=�0.78'R O Q ROADwP 26+00 EXISTING _ - --- - - - - CURB & GUTTER- ------- STA: - - --C -- - - - - -_ _ 15 ADJUST EXISTING UTILITY 23+78.73 aH - / - -- 2to _ - - - - -J. - O � OFFSET; 45.00 R - -- -_ - - '-'- „ t 5 -- - Z VALVE BOX EXISTING EDGE �,o- _ _ _ B-13 - - 150 LF 15 RCP J 0 LF 15" RCP �+ OF PAVEMENT CB-12 ADJUST EXIS GRELOCATE+ r i - 2 OO - ICE _ 3 0 - } �� CB-12 + - - -- - �r;:; - __- CB-1 POWER OLE EXISTING B-10 r + .E�� Z _ - -- - �Ho - -- NCDOT 1,4u2b) SLOPE STAKE 1��'-�- -� C F PROPOSED EDGE LINE, TYP -f _ - - w . VALVE BOX- -- J, � a. `-_.-_ - - -..._ - = � pER STA 22+00 RT 4 o + + � - - 4vERHEA61;�-0WER �IN€S- - --- � - - - - � C.� OF PAVEMENT -xi we-� - = --4�� 06� 7.1- v w_ o M - - - - - - -a xisTlNc R/ti,� STA: 27+39.41 F o_ F - - - - - + INV OUT=364.04 -- v koc�' 28 OFFSET: 45,00'R _ - - v v � O -EM_i O-D I W�� __ - -� .�_ w -- --- - -- - _ -- - - -- --�5 ' __ - - -- - - UJ y .1 is -1' _ WIT DAMS DRIVE SR 161 o cntv,, o x x x cn 3I " Z LA �F Sri _ _ tv - -I N m - - --i- - +-� - - - - I - N 10'27+01.1 _ J STA: 28+11.43 / - �,,� o0 0 o vt I mo 0 00 OFFSET; 18.89'R / ��~ - 0 23 OQ, ----� 2gk / , _may-- _ 25+Q -- - - - - -- - - -- -- -- - - -- -- -- - `� - - - --- - _ - -® -- �. �. _ ._ V W cr w DOT-I 4r o; \ \ - +00 --- - *rF� - - - - --w _- - w- - - --- - -- - - -- - - - -- - -- - - - -.a - - - - -v - - -- - --rt - - - __ �p_._._._. ..._. .- ._ �a.M.- _.. ...._ -_._....-: - - 24+ c> �, c� NC , e 1- 26 _ _ _ _ _ - - - r 1- WT p N J w RETAIN EXIST 18" RCP - ADJUST EXISTING VALVE BOX - - -xSrmG Riw - - - / 21+01 Exs'Ne z EXIST INV 365.38' RELOCATE EXIST FIRE HYDRANT NCDOT DESIGN BASELINE W OD r,'�� ✓ / w - ,�_�RP �/ _.l,'- ��,, w Q �: V1 zi Q EXTEND 6 DI HYDRANT MAIN LLJ N EXISTING EDGE w Q EXISTING R W OF PAVEMENT I o o / RELOCATE EXISTING UTILITY ! - ►- 'n Z 0 NCDOT DESIGN LINE L-1 N + Q N N - - ( cv a z - - _ O N N - Z Z < PROPOSED RIGHT OF WAY ,5 v0 �% o i x i 4 i 11 4 / ro 0 w V) OBTAINED AS PART OF C� O F k0 i i 1 7C N v t- m +2 -�- ,� __ -� 4 o NCDOT U-4026 TIP PROJECT END ROAD WIDENING /' k o� r, r TRANSITIO IGNMENT (-L-TRANS-) t a -�-34.73 -L- ,r, a 1 �� STA;30+50 �' �:- r `fl / N o ( NCDOT-U4o26) � i II 0 BILLY H. & WILMA +F \\ 7C'-� --- Z D8 2878SAULPG 466 IDA WILLIAMS MILLS O o DANNY E. & PATRICIA R, + 4.73 DB 2577 PG 346 110 (faC C1-U4G2C BILLY H. & WILMA BLACKBURN ` Q 3D \ v v SAULS DB 5190 PG 302 � 79.85� �Z DB 2878 PG 466 FP{rT � SEE N 6 �0 1 GnN��I` ,9 F (N , C--vaC2 I �� r- '� cx" N Y DAVIS DRIVE -L- (TIP U4026A) 6 (fin. O Pis STA 25+34.91 PI STA 27+48.07 Pis STA 29+60.83 { Z Theta s = 7'30'00.0" DELTA A= 11'17'49.6" Theta s = 7'30'00.0" `- v� Ls = 300.00' D = 5'00'00.0" Ls = 300.00' J LT = 200.18' L = 225.94 LT = 200,18' ST = 100,16' T = 113.34 ST = 100.16' g z O \�L �•a �� '\ :_ 8' R = 1,145.92' Y% SE = 0,06 FT/FT y p a (�CCCT-IJ4026) RUNOFF = 300' m w d \ 0 {t z v V \� �Q DAVIS DRIVE -L-TRANS (TRANS TO ALIGN TO EXIST CL) ��N o \ z� (� PI STA 27+44,80 Pis STA 24+88.32 M' DELTA A= 23'18'25" Theta s = 6'15'00.0" L1J Fa4 L D = 5'00`00.0" Ls = 250.00' (NCDOT-U4026) l L = 466.14' LT = 166.7T ��rn j T = 236.34' ST = 83.43' U N , K�rfi +' oo �tv _T R = 1,145.92' ��-? SE = 0.06 FT/FT r n 2g.6fY - \ DB 3189 PG 250 GRAPHIC SCALE -� t00 -Y2- (N CDO?-i:'�026j BARNES •-... MELMN D. NANCY T. - 40 0 20 40 so 160 \ ��,.<. SON � 0p 061 - ( IN FEET ) r \ 1 inch = 40 ft. 0 CLIENT; DATE: PREPARED IN THE OFFICE OF; �tt1111►tt� PROJECT: � 1� �A R �/��i� 11-17-03 Kimley-Horn ,, HORIZONTAL SALE KEP MORRISVILLE REALTY, LLC �o��•FE�s;Q° 1" = 40' DAMS COMMONS �- l �:� �'� s VERTICAL SCALE: O {�J sue. •: = N A MORRISVILLE NORTH CAROLINA •��( • '� DRAWN BY: I Inc. TITLE. \/� MOS ' z REV. No.. REVISION: DATE: DRAVIN BY: CHECKED BY: nateS a SSO V , DAMS DRIVE -.,® >-F�� ., DEsIGNED BY This document, together with the concepts and designs presented herein, as are instrument of service, Is intended only for the specific purpose and client for which it was prepared. Reuse / •• ��••• �� BTE of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RAI FIGH, NORTH OAKUM 27636-3068 //��V�� ATTAC-_D REFERENCE FILES: JOB NUMBER: SHEET NUMBER: ///�tiiil"t,`��\ CHECKED BY: U:\01I8860011MASTER\86001_601 011886001 8 11 �- Copyright Kimley-Horn and Associates, Inc., 2003 PHONE: e�s� s77-2o0o FAX: (919) s77-2o5o ROAD WIDENING PLAN SEAL: ( BTE U: 01188600, MASTER 86001-802 of NOTES: Town Inspector Disclaimer Town Engineer/Planning Director Disclaimer Construction Requirements 10 1, ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF MORRISVILLE STANDARDS, SPECIFICATIONS AND DETAILS. The presence of the Engineer or Inspector at the work site Should the Town Engineer or Planning Director fail to All public and private work including but not Limited to shall in no way lessen the Owner's responsibility for identify that the Owner/Developer has not addressed the watermains, water services,sanitary sewers,sanitary sewer 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT DESIGN BASELINE UNLESS OTHERWISE NOTED, conformity with the plans and specifications. Should the Town comments, or that the Plans and Specifications are not services,storm sewers,drainage systems,roads,sidewalks, / in compliance with Town Ordinances or Standards,whether parking lots, site aduig and landscaping shall be constructed ;~ ' Engineer or Inspector prior to,during,or after construction P P b a aP d 3. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTILITIES from lack of discove or for an other reason,it shall in no m accordance with the Town Standards- No deviations from ' 1 I ' - THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS. fail to identify or reject materials or work that does not ry' y � / �-'� � ��- conform with the plaus and specifications,whether from lack way relieve the Owner/Developer of their obhgation thereof, the Owner/Developer's submitted plans will be allowed unless i / I�i ;, ;� - EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS WHEN WARRANTED. nor obligate the Town to correct errors or omissions. wren approval w Tt such iittal from the Ton is received. All Public and of discovery or for any other reason, it shall in no way r ( ✓'� Execution of this construction plat b the Review Engineer or Private Easements shall be recorded prior to final acceptance I prevent later rejection and correction of the unsatisfactory p y b p ' -+ 1 4. CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY DRIVE, CDOT Planner for the Town of Morrisville in no way limits the b the Town. materials or work when discovered. This is also true if the y y i � i J j \`� �`'--- �� if / y I SIGNAGE ALONG MORRISVILLE-CARPENTER ROAD AND DAVIS DRIVE. responsibility work has been accepted and is currently being maintained by res P of the Owner and Engineer of Record with / regard to compliance wiht all Federal,State,and local r 1 Ir � / I STA=+11.24 the Town. The Owner shall be responsible for correction of b P _ 5. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS all work that does not conform to the plans and specifications, standards,regulations and/or conditions. l f l' j �' OFF=55.00'L �� APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ', HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL P PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE l / �_� r! � I I /•° I �, IN OR ADJACENT TO THE CONSTRUCTION SITE, AT LEAST 48 r � HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCT10N ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 6. CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM / Ikj / J �r 1.50" OVERLAY AT THE OMITS OF CONSTRUCTION OF DAVIS DRIVE \� DRIVE CONSTRUCTED / /" I i J/� l f/ AND MORRI SVILLE-CARPEN TER ROAD TO PROVIDE A SMOOTH TIE-IN AS PART OF SITE PLAN / l ! / \ s _ � TO THE EXISTING PAVEMENT. 7. STORM DRAINAGE NOMENCLATURE IS AS FOLLOWS: p CB - NCDOT CATCH BASIN STD, 840.02 Y. /� ° / /Q /: /� FES - FLARED END SECTION JB - NCDOT JUNCTION BOX STD. 840.1 �- _ , ,i RCP - REINFORCED CONCRETE PIPE /� i ' %f/% / TOC - TOP OF CURB ELEVATION - SLOPE STAKE / y/ `R, / F� / / RIM - RIM ELEVATION ---------- ------------------ --�- ,,/ `--�� LINE, TYP T� � / I/Q ,' �- / % / I� '��' 8. REFER TO EASEMENT AND RIGHT OF WAY SHEETS FOR COMPLETE Alt '-� _ / / //' INFORMATION ON SIGHT DISTANCE TRIANGLES, TEMPORARY 101 0�0 / / / / CONSTRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS, ENT EXISTING RIGHT OF WAY, AND PROPOSED SIDEWALK WAY. S Y ----------- ---------- -------------- � ��, / / / RIGHT OF WAY. PROPOSED 2.5' i CURB & GUTTER f/ a / / / �� /A SEE PHASE I CONSTRUCTION " -FOR / PLANS FOR DAVIS COMMONS LOT 2 I SEE DAVIS COMMONS CONSTRUCTION PLANS /. CB-3 F- F R EXTENSION OFF FUTURE DRIVEWAY 2.150 ACRES I / /=/ i 0 E U / oI � /// / FOR GRADING PLAN FROM CB-7 __ � / / �, + � ! STA=+28.95 / � �( 0 TSTAOC�338 jgLT (M-C ROAD) 13+00 RT TO 24+00 RT. STA 14+39 RT ( OFF=81.43'R / / / / �/ _ INV OUT=335.27 TOC=348,91 � I i � / /� CB-8 INV OUT=345.39 f_1 t- CB-6 / � � / 4�r I �° l STA 13+82 RT STA 15+00 RT i I TOC=348.72 CONSTRUCTION AND TOC=355.13 j _J I � MAINTENANCE - INV IN=344.82 INV IN-351.61 f I EASEMENT FOR SIGNAL i INV OUT=351,4 �- INV OUT=344.62 / 0 PROPOSED 1.5' I / / RELOCATE EXISTING MOUNTABLE CONC y o j STA=+61.07 f ; y / / / POWER POLE AND cD CURB & GUTTER I 1 OFF=63,44'R / / / / �'� / OVERHEAD POWER LINES 0 rz� PROPOSED R/W ? �57 LF ` 259.64 RIGHT TURN TAPER �/ / o RIGHT TURN TAPER -180.03' I �15 RCF# _ �' t /�, - �l OPEN CUT AND PATCH Z G ADJUST EXISTING VALVE BOX i �_ jj // / / / EXISTING PAVEMENT a 0 RELOCATE EXIST FIRE HYDRANT SLOPE STAKE 41 L 15" RCP PROPOSED R/W ° / / REMOVE EXISTING PIPE LINE, TYP F CB-6 EXTEND 6" DI HYDRANT MAIN CB-7 h� LINE,PETYP TAKE �O. 95 LF 24" RCP 0 Q + R` / - �6'O14 0 °� 13+00 RELOCATE EXISTING PROPCURBO&EGUT ER NV.1$3 3.7 �/ 0 EXISTING EDGE 17+00 cn 16+00 15+00 `SR - EP-E 0 �� POWER POLE AND 12+00 i s 0 = P '' �� , OUTLET-1 OF PAVEMENT U' 0f 128 LF 1_ F, OVERHEAD POWER LINES 11+00 �C STA 15+00 RT (M-C ROAD) Z L - F 295 LF 15 RCP �'J INV -"}' _ --- fi 200 LF 15" RCP �•• P- P --- -_ -- -._ -- - -- --- -- - - _ -- - F �� /'j OUT-33 .62 00 H LF_15" RCP - -------- ------ ----- -- ------ B-5 - - - --- -- - - _ -- T RCP ---- _ - - - ------- --- -- - ---- - - 18 C Z - - --- - - � _- - -- - 9+ v I- � - REMOVE EX S p - _ - - _ -- - - - - _ - -- -- - - - - -- __ _ _ - o - c, T �'r_ � I I '� ° Q - - - �6 R6S REMOVE EXISTING PIPE CB-4 ' w _ �' RCP18 �..� _ - -- - - - -, �- ~ - - - CB- CB-8 + Exlsr, f - - - .N ,., \`� INV.= 331.20 8+00 (/I - - - " s_ - - �- - � - - - - cr- 14 - - - - -_ 0 -4 W- ____ - `° DAVIS DRIVE (Sty 6131 ADJUST EXISTING p� 59 LF STA 14A9 LT � RO)t�) J - __ -_ ___ - - - - _ - - -x ^ - - - - x x N x \ / VALVE BOX (2) '} y'i ; 24" RC TOC=38?,7 \ `� ��n _ _ � 1 ---. 3 N10'2701.1"W (n V) � .` ADJUST/EXISTING INV IN 3 33 � INV ( y lr (� W m REMOVE EXISTING PIPE LO o cni> inn m m rn / VALVE BOX IN UT=333/57 F- W - - - r - - N - - - - - - ._ _.__. _ --- -__ --- - Ov�i SEE NOTE 6, TYP - T _ REMOVE EXISTING PIPE m 3 n� -- - n - - r _ - - - - - - - - - - ru- - -- - - - -ti.. - -- - -rn-- - - - n - - - - -- -- -- -ti- - -- - - - .-- - - - - -r -- - - - - - -_7 - - -- ----- SBA�0+81 RT - - - - _- - -- - - -- --- -- -- W - - - r - Fo -- E - - - -- - - Fo - - - - - - - - -- -- - - - -- - -- FO - _ - - - Fri-- --- -f -- - ro -4r�-= F9 �! / TOC=N41. 1 W EXISTING EDGE EXISTING EDGE �-�- - \ � // i INV, I = 38.14 OF PAVEMENT - - - - - OF PAVEMENT, TYP.- - - - - - - ^ - �, \ 4° INV. OU =336.00 / I JB-5 ExIST�:v� � ,v o, A '. i / o QHP�- -- �� CB-9 STA 13+73 RT ` �� REFER'�Q"Si6NA!~PLANS / FOR SIGNAL MODIFICATteNS STA 17+00 RT EXISTING R/W NCDOT DESIGN BASELINE RIM=351.10 V \ / -�-- TOC=360.60 INV IN (6)=344.24 �� ,\ CHSII,�� ,0, .;v� � \\ -� '.".- ---•.._ P INV IN=357.08 INV IN (8)=348.10 0 ?' / O o / - x sP � INV OUT-356. _ INV -_. ._ 4.04 _ OUT 34 In CALL 1-80G 6_32- 94y I DAVIS DRIVE SR 1613 -L- (TIP U4026A) ?� / / `% /L%�p �xx xp BEFORE y'Du �lC >p � -SG1 TN,FRPJ BE%_L UG<CJtr.M, 0 PI STA 11+80.85 m `/� f za > o _ t:L�C 1-CY70-632-4949 DELTA A= 5'25'17,3" (LT) / G / �� `� O f Bt ORE YOU 0,G (VARIABLE R w PROPOSED RIGHT OF WAY L = 361.43' y / // l O,Q�sS,O/A f 0 (V / ) OBTAINED AS PART OF WILLIAM M. & GALE D. / NCDOT R/W MAP NCDOT U-4026 TIP PROJECT T = 180.85' AND TOWN OF CARP MEAGER R = 3,819.72' / / PROJECT NO. 6.804749 DAVIS DRIVE PROJECT SE = 0.024 FT/FT /; I \�' SHEETS 3i AND 33 DB 2545 PG 30 / / I� fI I � 4'�� N PROPOSED EDGE OF PAVEMENTCO Engineering&Planning Fees Paid x / �/ RELOCATE EXISTING 1 ! / / //I POWER POLE AND Yes No Comments //� / �, C� OVERHEAD POWER LINES 0 - I / 0, z lnfrastrucutre ,� 24Ca / / � Q� Feesty Yes No Comments / / / / U Acreage Fees % �Q, W Capacity Yes No Comments Replacement f ! I Fees / I II Q arirK / n Town Representative ' ,6 9 9Se --� p o j GRAPHIC SCALE 40 0 20 40 80 160 \ O / ii Date ( IN FEET ) 1 inch = 40 ft. 0 CLIENT; ��tulliih DATE: PROJECT; PREPARED IN THE OFFICE OF: ®`�� r A Q'�/// , 11-17-03 �� A //. HORIZONTAL SCALE: - Kimley-HornKEP MORRISVILLE REALTY, LLC ,moo oFEssiay�y9 VER�A 5�40� DAVIS COMMONS_ Q . 0 0 SEk 550 N/A MORRISVILLE NORTH CAROLINA z _ 255Q0 = DRAWN BY: 'Inc. TITLE; L .nfV MOSn Assoc a es �� DESIGNED BYREV. Nam. REVISION: DATE: DRAWN 8Y: CHECKED BY: a , DAVIS DRIVE I •�I7 �C��• Q -his document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse - �'• "'•' w��` BTE of and Improper reliance on this document without written outhorizoti0n and adaptation by Kim!ey-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALE�GH, NORTE"'i CAROLNVA 27W6 WW 11111 oo EO %N �`\ �rT p1�g$6pQ1RAtASTERE86001�01 GB NUMBER SHEET NUMBER / ��Illit�� \` CHECKED BY: \ \ \ 011886001 g OF 1� O of i KI\ey_Horn and Associates, Inc., 2ao3 PHONE: (919) 677-2000 FAX: (M) 677-20W ROAD WIDENING PLANSEAL: BITE J:\011886001\MASTER\86001-802