20030980 Ver 1_Site Plan_20031118

~OV ~ ~
i Town Ins actor Disclaimer euT suffTaENT ro NEEP P ! seaMENT aN s~TE
~ • " I 1, Obtain a fond-disturbing permit, Schedule a
e resence of the Eineer or ins actor at the work site ~ • , ~ I Th nj, P r . preconstruction conference with the Environmental P i~ -3 STONE TO BE USED 26' OR TMIDIN Of i I
shall in no way lessen the Ownes's responsibility for ~ ExlsnNC s(suRGE STONE oR RNLROao~ PROPOSED STREET, ~ ; 20 j Engineer, Byron Brady. ! t,) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES THE FOLLOWING ROADWAY STANDARDS APPEARING IN "ROADWAY STANDARD
conformi with the Tans ands ecificati~s. Should the ROADWAY ~ ~eau~ r1. ~ • • ORwN~sl~ e ry P P ; ctor riot to during or after construction • ' ykti~ ' 2. Install gravel construction pad, temporary diversions, Enguteer or lnspe p a, , ;.*ti s'~as~~r;~+•K *•a;. , i silt fence sediment basins or other measures as shown ins, ~ DEEP OVER ADVERSE S011 CONDITK)NS, IF AVAILABLE, DRAWINGS"- HIGHWAY DESIGN BRANCH- NC DEPARTMENT OF
fail to identif or re act materials or work that does not I °'C0~' ~'4~k ' Y J : rte'+"~'''• "''•~+•r'"' T+': ! on the a roved Ian. Cleor onl as necessor to install tall ! 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, TRANSPORTATION-RALEIGH, NC, DATED JANUARY 2002, AND THE LATEST
conform with the plans and specifications, whether from lack ExsTING ;.,;,r+ ~ a..a ~s+.'• i these devices. Seed temporary diversions, berms and REVISION THERETO, ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTK)NS HEREBY ARE CONSIDERED PART OF THESE PLANS. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
other reaso it shall in no wa RDAOwAY , A +apEAN STONE (N0.57)1;• ; • 12' ~y y ~ ,k;~, ~ basins immediotel offer construction, of discov or far an n, Y I •`y::':''.. a+.*+', . Y i I 4J APPLY AGRICULNRAL LIME, FERTILIZER, AND SUPERPHOSPHATE
revent later re action and correction of the unsatisfactory ; ~a~,o~~+~,~~y~, f~;Tr,~~,~ .~;r,~e.;, materials or work when discovered. This is also true if the n.K;.,=,,•° '~s titr 3. Cali 856 6195 for an onslte inspection by the UNIFORMLY AND MIX WITH SOiI (SEE BELOW'),
i Environmental En ineer, B on Brad to obtain a NEw CONSTRUCTaN 9 Yr Y maintained b bein c erttl , i urr i ork has been acce fed ands g Y , w Y , P Certificote of Compironce, I STD, TITLE 5.) CONTINUE TILLAGE UMIL A WEII-PULVERIZED, FIRM
the Town. The Owner shall be responsible far correction of ~ 35' LAN, Is' MM, I ~ 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. ExISnNG ROADWAY ~ ~ PLAN 4. Begin clearing and grubbing, Mointoin devices as I I I 8.) SEED ON A FRESHLY PREPARED SEEDBED AND CQVER 225,06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTION R SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING, 240,01 BERM DITCH CONSTRUCTION
,r' MIN. I needed. Rough grade site. 6" MIN, I i ~ I 300,01 PI1~E INSTALLATION METHOD A 4 7J MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH, 300,02 PIPE INSTALLATION METHOD B
-a ~ ~ t ~ 5. Install storm sewer, if shown, and protect inlets with -FABRIG MAY BE ADDED UNDER THE STONE with 310.02 R.C, F,E,S. her j ~ 310.10 DRIVEWAY PIPE CONSTRUCTION
/r V ~ WHICH WOULD ADO TOTAL LIFE TO THE i bIOCk and gravel Inlet Cantr0l S, Sediment traps Or Other j FABRIC DNDER srDNE coNSrRUCTIDN ENTRANCE f approved measures as shown on the pion. Begin 6,) INSPECT ALL SEEDED ARFAS AND MAKE NECESSARYREPAIRS OR 560.01 METHOD OF SHOULDER CONSTRUCTION
i construction, building, etc, CRASS SECTION E RESEEDINGS WITHW THE PLANTING SEASON, IF POSSIBLE,IF 838.01 CONCRETE ENDWALL STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISHFOLLOWING
Town En ineer/Plannin Director Disclaimer ExISTINC ROADWAY NEw GONSTRDDTION _ g g ~ 6. Stabiiice site as areas are brought up to finish grade grade ORIGINAL uME, FERTILIZER AND SEEDING RATES. 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURE 840,01 BRICK CATCH BASIN
` f with vegetation, paving, ditch linings, etc, Seed and i 9.) CONSULT CONVERSATION INSPECTOR MAINTENANCE TREATMENT 840,02 CONCRETE CATCH BASIN
ineer orPlannin Directorfailto I NOTES; B„ MIN' mulch denuded oreos within fifteen (15) days of Should the Town Eng g ~ i ~ ` i ! completion of any phase of construction. AND fERT1UZATION AFTER PERMANENT COVER IS ESTABI.ISHEO, 840,03 FRAME, GRATE, AND HOOD ` 840,04 CE3 FOR SINGLE AND MULTIPLE PIPES
identify that the Owner/Developer has not addressed the PUT SILr FENCE oR rREE PRGTEGnoN FENGE uP i, ~ , I TO ENSURE CONSTRUCTION ENTRANCE IS USED. Town comments, or that the plans and SpecttTCahons are not • APPLY: AGRK:ULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ 840,31 CONCRETE JUNCTION BOX
z. IF coNSrRUCTION oN THE SITES ARE sucH mnr ; 7. When construction is complete and all oreos are in com fiance with Town Ordinances or Standards, whether THE MuD Is NDT REMOVED eY THE VEHICLE TRAVEL- I I tabilized com fetal call 856-6195 for on ins action b P ~ INC OVER THE STONE, THEN 1HE TIRES of THE CROSS SECTION ~ 9 P Yr P y n by ACRE IN CLAY SOILS) 840,32 BRICK JUNCTION BOX FERTILIZER - 1,000 Ibs, /ACRE -10-t0-10 840,34 TRAFFIC BEARING ,~)NCTION BOX
from lack of discovery or for any other reason, it shall in no VEHICLES MUST BE WASHED BEFORE ENTERING THE ~ the Environrnentol Engineer, SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS 840.35 TRAFFIC BEARING DROP INLET .
a relieve the Owner/Develo er of their obligation thereof, Pueuc ROAD. I r Wy P a ~ I MULCH -2 TONS /ACRE -SMALL GRNN STRAW 840.36 TRAFFIC BEARING FRAMES AND FLAT GRATES silt ! ANOTHER -ASPHALT EMULSION t3 300 GALS,/ ACRE 840,54 MANHOLE COVER
nor obli ate the Town to co s NOS 8. If site is approved, remove temporary diversions, slit tract UCh OTCOCS OI Oml$SlOt1S. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ~ I g ; oN To THE PUBLIC ROAD, THE coVERNwc AuTHDRITY I fence, sediment basins, etc,, and seed out or stabilize fat b the RCVIeW En°meel Or WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY THIS ENTRANCE APPLIES ONLY TO ENTRANCES I ze 840,66 DRAINAGE STRUCTURE STEPS
Execution of this canstrucUon p y e i RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL Of INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS, any reSUl ting bare areoS, All remaining permonent erosion Planner for the Town of Morrisville in no way limits the RESacroslelun FORM. control devices, such as velocity dissipators, should now osion ~ 840,71 CONCRETE AND BRICK PIPE PLUG
P y ) be installed, res onsibdit of the Owner and Engineer of Record with i , 10W ~ 840,72 PIPE COLLAR 852,06 OF;OP INLETS IN ISLANDS
Federal State and local 1 regard to compliance wiltt all , 9. When vegetation has become established, call for a I 876,02 RIP RAP AT PIPE OUTLETS
standards, regulations and for conditions. i final site Inspection by the Environmental Engineer, Byron I ° 876,03 DRAINAGE DITCHES WITH CLASS "A" RIP RAP lyr°n 876,04 DRAINAGE DITCHES WITH CLASS "B" RIP RAP
Brad . Obtain a Certificate of Completion. i y I 1605,01 TEMPORARY SILT FENCE
I 1630.02 SILT BASIN TYPE "B"
COMMERCIAL CONSTRUCTION ENTRANCE ~ ~ J CONSTRUCTION SEQUENCE i _ _ _ _ _ _ _ _ _ _ _ SEEDBED PREPARATION 1630,03 TEMPORARY SILT DITCH 1630.05 TEMPORARY DIVERSION . m..._ _ , _ _ _ ,.....r.... 1632.02 ROCK INLET SEDIMENT TRAP TYPE "B"
Construction Re uirements . I _ q _ - _ _ _ _ _ I _ 1632,03 ROCK INLET SEDIMENT TRAP TYPE "C"
TYPE A I PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL (RLV~ED, 1-1-85) 1633,02 TEMPORARY ROCK SILT CHECK TYPE "B" ' 1634,02 TEMPORARY ROCK SEDIMENT DAM TYPE "B"
} All ublic and rivate work includin but not limited to 3° P P g I S110uldK~, Slde OibOhOtir Slopem (MOx 3i1)
r watermains, water services, sanitary sewers, sanitary sewer ~ _ [ DATE TYPE PLANTING RATE
terns roads sidewalk 1 3' Tree Protection Area A A servrces, storm sewers, dramabe Sys s, I dd° _ _ i
r ~ a ~ and landsca ~ shall be constructed r yA+L i 's" - parkm~ lots, site ~r dm~ pmt, , ~I w I r DO NOT ENTER Aug 15 -Nov 1 Toll FeNOUe 300 Ibs/ocre ' Nov I - N1ar I Tall Fescue 300 Use/ocre o
in accordance with the Town Standards. No devtatLOrrs from I > la a ass ! i 4' - Noirs: the Owner/Developer s submitted plans will be al w d unl ; & Abnuzi Ryt 25 Ibs/core °a Hy ;IMUM STONE Lr+" WIRE MESH I-Y
I PLAN (I) tl = 1.5 TIMES THE MAXIMUM STONE is received. All .Public and { Is-,n a j SIGN DETAIL. ( ! La DIAMETER BUT NOi LESS THAN G written approval from the Town mWeanA1< was. Mar 1 -Apr 19 Tell fescue 300 Iha/ocre yy z ' p ¢4as .S THAN 6 yN00 'Q. Z~~ Apr 15 -Jun 30 Nulled Common Bermurbgroea 25 Ibs/ocro mo'"-+~ a q,. LL~aH°.
r for to final acce Ge W ~ i°° ! MARiRNO SGNS TO 8E YAOE aF OIMASLE, wEa1HERPR00F MATERIAL INCHES. Private Easements shall be recd dad pr ptan LETTERS ARE TO BE Y NICN MAXMUM, CLEARLY tECI&E. AID SPACED AS OETNLED. ~ (2j d 1= I' ABOVE MAxIMUM TAILwATER M TAILwniER Jui 1 -Aug 15 Tall Fescue and 120 Ibs/vao ? °p~Q ~ ~ ~ 'O._ Q ooyg z LANK (wHiCH- '^Browntop Millet 35 Ibs/acre t '~zSm o ~~oa.o o p,'o~ ~ ° p.: ~~~a0~
b the TOwn, i U } SINS ARE ro BE PLACED NO GREATER 1HAN 200' aN CENTLTt. OR TOP OF CHANNEL BANK (WHICH- Y I ~ PLACE SKIN AT EACH Eta aF LINEAR TREE PROTECTION AREA AND 200' ON CENTER 7MEREaf1ER, EVER IS LESS). FOR TREE PROTECTION AREAS LESS THAN 200' M PERWEIER, PRONOE NO LESS THAN ONE SIW I '"or Sorghum-Sudai Hybrids 30 IDs/Dare ?~ooo o° Q a' ' wH=.'~o~
i CRAOC PER PROTECTON AREA ) i0N vrE tl~ (3) La =LENGTH OF RIPRAP APRON. Foonxc - sFE xo7E ATTACH SKINS SECURELY TO FENCE POSiS AND fABRiC, 'APRON. •°3y~ A o~ . o... A Y a0 Y Z°+n~ ~ fi<H p' Q
secsaN A-A Sfopee (3:t to Zit) yo 0 0. } 0.. 1 aw _ o a.. ~ p~6 _j GO
MEAIHERPRODF SNRI AS SHDMN ABOYE)t POST MAY BE EITHER 4' OIALff1ER PME, j SEE NOTE9 BELOW FOA CONSIRUC110N 2" DIAMETER OAK, OR 1.33 Ib/U' STEc1 ? . AND 9PACRk, OATH IF srDNE Din> s. PRC~cE:,~arxnLE uNDERLwER cR ' Mer 1 - Jun i Serkeo Lespedeze (aoarHfed) 90 Ibs/acre ~ ci 0 a ~ ~ .
ORANGE, UV RESISTANT, 4' (MIN.) y57 WASHED 5'~?JF BFllDINC MATERIAL. FRONT VIEW , s'-o' as MAwuuM NN#1-TENSLE sTRENOTN, n II ~ i i I ~ ~ pd~ ~ ~ °o (Mor 1 -Apr 15) Add Toll feNOUe i20 Ibs/ears n o, o,°. p.p lq" wIAE uESN ~
En ineerin & Plannin Fees Paid I POLY s?aR~AOE FASR~c ~ ~ 8 t TYPE e (Mar t -Jun 30) Or Add Weping lovegrase #O,U>e/aa® ~ q o: o ~ o, a:c~ o,.a,: ° ° 6 (Mar 1 -Jun 30) Or Add HuUad Carcman Bermu~groeN 25 Ibs/acro I = z ° ~ ~ ~ o }
s>EaROSr i i PIPE OUTLET LO WELL- DEFINED CHANNEL II NovfN 'MRE FAewc I aDa Jun t - Sep 1 ~T011 Fescue Ond 120 N16/eCle ~ m „ MAXIMUM POST 9PACINp 4 FT. 0~.~~~ 9EE NOTE FOA P09T °ESCAIPTION LL I•
Yes NO Comments ( slu rExcE GEOTExnu FABRIC 1 j Tro! PrOt9Gbn i4f00 ' lnfrastrucutre r~ ~ ' o~ o~ i ~p6rowntop Millet 35 Ibs/sort a w o, H °"°Dr Sorghum-Sudon FiybrMs 30 ~N/ocre myi vAAIAeLE_- ~ NOTE r r'
~ DO NOT ENTER ~ ~ 8 'O o~ Fees i -U9E SILT FENCE ONLY WHEN DRAMAfE AREA 6 ~ FlLL SIOPF i Sap 1 -Nor 1 Safk'Oa Lebpedazo (UrIhUSOd-UnSCafNiNd) 70 IDS/acre i C g OIXENSION ~ ~ 12" USE N0. 5 OA N0. 67 VAAIABLE~~ ~ f
DCfS NOT E%CEED IJ4 ACRE AND NEVER IN n FOR AF?AIR O< S7L7 i E ~ e ARIAS OF CONCENiRAlEO FLOW , FENCE FA0.URE5, USE j i _ ~0 C1° O j s No, 57 WASHED STONE. I H Qn A " 'B ' Yes Na Cormrients -END BF SILT FENCE NEFUS TO BE nIRxED UPHILL. E:'~ FOR ANCHOR 'MAN Sllr ~ ~ o ~ ,.a Ond TWI fe9CYe 120 Ibt/°Cfe I M O Z, STONE FOA SEDIMENT DINENBICN p a ~ ~ 3 D CONTADL AND PAY FOR Pte, E' I ' m er AT THE OONTAACT UNIT PLgy-,..,, nr,n~i BOROy. (Notl 1 - Mef 1) Add Abruzzi Rye 25 ION/acre I Z O n---., ~ PAICE PEP TON SEDIMENT z
k>: '~CRADE FENCE IS PROTECTNC I CnhNtvFi EICifOy. rt CATCH BASH. t e Fees Acreab i a . ~I O SEDEYENT ~ 4~ CONTROL STONE. SEDIMENT ~ G O CONrAOL STONE _WI,,I~ F UBE HAADWAXE CLOTH 24 COMAOL STONE
' NIN. OVrTt ~ ' Cyn> O b e C, I ~ O I OvER 9(IRi -I ¢ 1''t" OAVOE WIRE MESH WITH 1l4 1'~B" N ~ ,y * INCH MFBH OPENININ{. * z PUCF TOP OF W]AE MFBX
; • 1 ~ r T . e ~ aW at,4 ; ° ti ~ ~ 04 ~ 32B Capacity Yes No Comments ANENGR Saar ~ ~ „s. 'a " ~ ' r ti:: t, o ~'°4~~ j DIAECIED BY ENpNEER • r ' + 'A i 1 i• : , .,5.•JY • : 4 'r A' ~ I ~ { i PIAN VIEW U'o~ i 9 p A MINIMUM OF ONE FOOT H W i ~ CenNUlt CenN0fr0tien En Inter Qr Soll Colt60natbn $erviCO 1a T BELOW THE BNDULDEA OA J J g ~ O AVERAGE SDX ANY OIVEABION POINT. AVEAAgE SOX O S
Re lacement ;,,.t~,s,. , e,rf , ~svecRAOE.. % • ,ti••• 1" ~ S DIMENSION VARIABLE INSTALL 5 FT. BELF FASTENER DIMENSION VARIABLE 2 I oddNionol iMaTTAtion OOrgtming other ~temotivea fa vegetotion oP ! ro FnrEAED u, ~ ANGLE STEEL PORTS t.6 FT. FILTERED ! denuded area8, Tht ODOVe vegetarion fat0a are thoNe whah d0 well Under m WATER DEEP MINIMUM. WATER ~
Fees SIDE VIEW j b M. .,.•s. r~:. , ° f i ! kN:ol candAlonN: atMr aeedln rate CombMoOane are bb. SECTION A•A INSTALL 8 FT. TALL, 3 Ix. SECTION Y•Y v g P~ d OIA. WOOD PORT 1.5 FT, O
i } l I N47ES CEEP MINIMUM. !Y I SPACE POBTB A MAXIMUM rpTemporary -Rested according to optimum eeaean for desired permonont MULTI-DIHECTIOND~L FLOW °F' SINGLE-DIRECTIONAL FLOW
I INSTALL TREE PROTECTION FENCE k SIDNAGE PRIOR ro CAWNG FOR 7NE MI1W. i ~ ON-SIZE MSPECTk1N BY A CITY OF RALEIGH NSPECTOR, MARITNN 11~E PR0IECTKIN FENCE 7HRWCHCUT OtRAl10N OF PROJECT. veyotaian, Do rwt albw temporary Dover to grow over 12" in height bofore xEET + oP + SHEET 1 OF t
AOWIIONAI SIGNS MAY BE REQUREO BY Tip qtt Cf RN,kTGN INSPECtIWS DEPARTMENT BASED ~ ~ ON ACTUAL FIELD C0~11pIS I mot9rp, otheraiae fescue moy be Bhoded out 1632.03 1632.03 4
Town Re resentative ' p 1 i SEDIKdx B-8
i !
' IF SCONE DIA.> B•, PRDVmE GEOIExnLE UNDERLwER OR i ~ 1 (NIN.) f57 WASHED STONE BEDDING NAIERIAL. , ' i t
TEMPORARY SILT FENCE i TREE PROTECTION FENCE SEEDING SCHEDULE
t OUTLET PROTECTION Da e ; ' i I _ _ RREFO ED SCOUR HOLE
L_ _ . . 1___._ ~ _ _ _ _ _ _ - . _ _.I
I TEMPORARY DIVERSION BERM/ DITCH I , i
- ! TOP ELEVATION OF STORMWATER ~ DEFINITION
0.5'-1' A TEMPORi~RY RIDGE OF COMPACTED SOIL LOCATED A7 THE TOP OR BASE i INSTALL LEVEL AND FLUSH
! I TTa 1' q57 WASHI%D I MAg, < OF A SLOPING DISTURBED AREA. SIDE VIEW ~ T STONE '`°1'~ ~1 A PURPOSES 1 ~ N PIPE OR DITCH WITH NATURAL GROUND
i t. TO CIVEPT STORM RUNOFF FROM HIGHER DRAINAGE AREAS AWAY FROM I EXISTNG SLOPE Y ~ I. UNPRTECTED SLOPES TO A STABILIZED OUTLET, OUTLET {
! i Ti T it a II CR CLASS TRIP-RAP FlLTER 2. TO Dr:cRL SEDIMENT-IADEN RUNOFF FROM A DISTURBED AREA TO A 0.s'- T.o' i FABRIC A A ~ r ~~N ~ "x 4'(TYP
TOP ELevA7wN GF staRmwARR VARIES SEDIMENT TRAPPING FACWTY. i I NOTE' CONDITIONS WHERE PRACTICE APPLIES couPncrED ~ I 0 i ;
LI MAx.) ~ WASHED STONE HEIGHT & WIDTH DETERMINED BY WHEREVER STORMW'ATER RUNOFF MUST BE TEMPORARILY DIVERTED TO PROTECT vARRS EXISTING TOPOGRAPHY ANO SIDE VIEW i STEEP CUT OR FILL SLOPE "~-11 ~ T ~ B4, 5FT 0
SEDIMENT STORAGE REQUIRED. ~ DISTURBED SLOPES OR RETAIN SEDIMENTS ON SITE DURING CDNST'R'JCTION. -11~ p ( 20.5' ~ 2FT 0
EwSiWG SLOE - ~ I` KEY RIP RAP INTO THE DAM TEMPORARY DI?_HSION BERM DITCH FOR STABILIZATION. ~ ~ sa sLOPE (Mwx) 4.5'x4,5' SQUARE PREFORMED 4'MIN 4FT O
?I RP RAP A. MACHINE COMPACPON OF ALL FlLL IS REQUIRED. DIVERSIONS SUFFICIENT TO DIRECT ALL SCOUR HOLE (PSH) W ~ i
I VARIES I i ~DIMENT- LAD:N SiORMWATER INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED I PRIOR i0 CLEARINS tt GRU681NG OF 1HE AREA (OR IN CDNdUNCT10N VNTIi THIS i OPERATIDN IF_SSD MENi CONTROLS & DIVERSIONS ARE INSTALLED AS EACH CRITICAL - STF®~~~ o~~~~D" o~r~ i 0, SF T
~ POINT IS REACHED). E%IS7TNG SLOPES B. DIVERSIONS SNOLLD 8E LOCATED TO MINIMIZE DAMAGES 8Y CONSTRUCTION OPERATIONS. ~ CROSS SECTION *wTO Eeo~aH~carasreaNO (RIP RAP IN BASIN j G ~ NOT SHOWN FOR CLARITY)
! I C. DIVERSIONS SHOULD 8E SEEDED & MULCHED IF THEY ARE REMAIN IN PLACE OVER 30
i ! II-II,~ ' DAYS, ' I D. CHECK DEVICE ?FTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS } ~ SEED WITH NATNE 16,5' GRASSES AT INSTALLATION PERMANENT SOIL
I VARIES ,u,,. j NECESSARY. FRONT VIEW I I -I EINFORCEMENT
I I II -i NATURAL GROUND OR FILL OR CUT SLOPE ~ ; FLOW III II 6"-1' 2'MIN. I FLOW E ~ MATTING (PSRM) O
j ~ T E%ISTNO SLOPES 1 w WEIR ~ LOW ~ a ,,~.a KEYED RIP RAP I ~ '
' a Cd GO:. a:bag9 SLOPES. _ ~ le"MIN. z UPSLOPE TOE POSITIVE GRADE 1.0% MAX. z I SECTION A-A
~ ~ 2:1 MAX.(TYP.) ~L 18"MIN. I vnRES I. - I - ° y57 WASHED STONE
~ ~ I ~ COMPACTED FILL k 6.5'-TD' X ~ FRONT VIEW BERM DITCH E N F SRM i SIDE SLOPES ~ I S U
I PIPE 01~ DITCH W •1 NATURAL ~ E ~ ~ , OUTLET ~ ~ GROUND
R~reo RIP RAP NANRAL GROUND OR FILL OR CUT SLOPE VARIES vy I 2'MIN, FLOW
i EXISTING I ~`OPE COMPACTED FlLL f ~ wASnEn sraNE STEP SE UENCE I STEEP CUT OR flLL SLOPE
18"MIN. 4 1'TUCK LINER: CLASS 1 RIP RAP
i. DESIGN DF SPILLWAYS I ~ PLAN VIEW 1.5' THICK WITH FILTER FABRIC
DRAINAGE AREA WEIR LENGTHY ~ BERM/ DITCH p ; W
i (ACRES) (FT) NOTE: 1 4.0 NOTES; I ONERSION DITCH ~
1. HEIGHT & WIDTH DETERIAINED BY EXISTING TOPOGRAGHY i 2 6.0 ~ POSITIVE GRADE MUST BE APPROVED TO ASSURE DRAINAGE. ANO SEDIMENT STORAGE REWIRED. ~ 3 8.0 I IF SLOPE EXCEEDS 29,, SEED & MULCH DIVERSION. TRY NOT TO J I 4 10.0 ~ EXCEED 5% (HIGH VELOCITIES RESULT). MAXIMUM D.A. =5 ACRES , ,
2. KEY RIP RAP INTO THE DAM FOR STABIUZATION~ 5 72.0 ~ lMTHOUT SUPPORTING CALCS. DIVERSIONS AT THE TOP OF SLOPES - 'j 'DIMENSIONS SHOWN ARE MINIMUM ~I MUST EMPTY IN iU AN APPROVED SLOPE DRAIN. r I i ~
i I l ' 'i BERM/DITCH IS MOST COMMONLY USED. V J
CHECK DAM ! CHECK DAM TEMPORARY DIVERSION BERM/DITCH i
7 ; _ _ _ _ _ _ i
L..:
O DATE.
CLIENT; PREPARED IN THE OFFICE Off.
r, ~`~~~11~1~~tR°~B®~®® 11-17-G~3 PROJECT; ~O " HORIZONTAL SCFdE: ~~,...C... ".®l I LL
s ;a®"Q~O~(f.SS~J~j'9~~j9 s VERTICNTSALE; r"1
~tHL _ NTS
TITLE; 25500: ` DRAWN KHA Or"
REV, No,: REVISION: DATE: DRAWN BY: CHECKED BY: Assoc'ates, and hk F pr%'-4k 9 CAROLINA z ® ~~/DESIGNED BY:
This document to ether with the conce is and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
9 P P.O. BOX 33068 - RALEIGH NORTH CAROLINA 27636-3068 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. , ROSION CONTROL DETAILS X"ll,/vo [ [ D,,,~®®®®``` CHECKED BYA: ATTACHED REFEREIJCE FILES: JOB NUMBER: SHEET NUMBER:
PHONE= [phone] FAX= [phone] Copyright Kimley-Horn and Associates,, Inc., 2003 SEAL; ~t~~u BTE 1011886001 4 of 11 ~

- - T,,_ - - -r: _
f:;; i
i1 ~ Engineering & Planning .Fees Paid {
Construction Requirements
Town Engineer/Planning DirestorDisclaimer Toevn Ins actor Disclaimer Yes No Comments P Infrastrucufre f 1, ALL STATION AND OFFSETS LABELED FROM NCOOT TIP -L- f`,~
All public and private work includint but not limited to :edto ALIGNMENT UNLESS OTHERWISE NOTED,
Should the Town Engineer or Planning Duector fail to Fees The presence of the Engineer or Tnspector at the work site watermams, water services, sanitary sewers, sanitary sewer sewer 2, ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF k'
identif that the Owner(Developerhac not addressed the Yes No Comments shall in no way po ty services, storm sewers, drainage systems, roads, sidewalks, ' lessen the Owner's res nsibiti for y ~I Town comments, or #hat the Plans and Specifications are not Acreage Fees arkin ~ lots site trading and landsc ing shall be constructed dewalks, MORRISVILLE STANDARDS, SPECIFICATIONS ANO DETAILS, constructed
I;! conformity with the plans and specificatons. Should the P b aP actor rior to durinv or after construction incompliance with Town Ordinances or Standards, whether lions from 3, ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT
I ; Engineer or Insp p b, in accordance with the Town Standards. No deviations from fail to iden or re act materials or work that does not from lack of discovery or for any other reason, it shall in no Capacity Yes No Comments the Owner/Developer'scubmitted plans will be allowed unless ~Y 1 owed unless DESIGN BASELINE UNLESS OTHERWSE NOTED. '
conform with the tans and specifications, whether from lack way relieve the OwnerlDeveloper of their obligation thereo#; Replacement written approval from the Town is received. All Public and P ublic and 4. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UT1LITIES ~''I
of discove or for any other reason, it shall in no way nor obligate the Town to correct such errors or omissions. Fees Private Easements shall be recorded prior to final acceptance ry by the Town. acceptance THAT CONFLICT WITH THE PROPOSED ROAD IMPROUEMENTS,
revent later re~ection and correction of the unsatisfactory Execution of this construction plat by the Review Engineer or ~ p 1 Planner for the Town of Morrisville in no way limits the materials ar work when discovered. This is also true if the EASEMENTS WILL BE REQUIRED ANO SHOWN ON PLAN SHEETS WHEN WARRANTED,
work has been acce red and is currently being maintained by responsibility of the Owner and Engineer of Record with 5, CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY NCDOT
'l'. p tion of regard to compliance wiht all Federal, State, and local i- the Town. The Owner shall be responsible for conec SIGNAGE ALONG MORRISVIILE-CARPENTER ROAD ANO OAVIS DRIVE,
f i all work that does not conform to the plans and specifications. standards, regulations and for conditions. Town Itepresentalive fjj 6, THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS
APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR jI
I I HORIZONTALLY AND VERTICALLY LOCATING ANO PROTECTING ALL i`
rE. f PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE I'' IN OR ADJACENT TO THE CONSTRUC110N SITE. AT LEAST 48
bate HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA
1 ONE-CALL UTILITIES LOCA110N SERVICE (ULOCO) AT i
1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE,
7, CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM ~ I: ~ 1.50" OVERLAY AT THE iIMITS OF CONSTRUCTION OF DAMS DRIVE I„
f ANO MORRISVILLE-CARPENTER ROAD TO PROVIDE A SMOOTH TIE-IN I'j
l i I TO THE EXISTING PAVEMENT.
g, STORM DRAINAGE NOMENCLATURE I5 AS FOLLOWS, '
~1 ~ CB - NCDOT CATCH BASIN STD. 840.02 {I F.. FES -FLARED END SECTION
J ~ ~ ~ - NCDOT JUNC110N BOX STD. 840.1 I
FERRELL LAND COMPANY LLC w. ~ JOHN J. MITCHELL ~ DB 7271 PG 126 RCP -REINFORCED CONCRETE PIPE TOC -TOP OF CURB ELEVATION ;j
U OS 6074 PG 474 ~ 1 ~ ~ RIM -RIM ELEVATION
U ~ ti
J ! w 1 ~ 9, REFf TO EASEMENT AND RIGHT OF WAY 5HEETS FOR COMPLETE ~ INFO MAl10N ON SIGHT DISTANCE TRIANGLES, TEMPORARY '
ail. cn J Q f _ U PH I STRUCTI~I CON TRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS,
~ W ~ ~ S F DAMS C ONS FOR SID ALK EASEMENTS, EXISTING RIGHT OF WAY, ANO PROPOSED RIG T OF WAY,
~ o ~ w ~ ~ LOT 3 IN9 P FR 13+~ RT
\ ~ ~ ~ STA; 23+06.39 ~ U STA: 22+96.57 1,861 ACRES 24+ RT. ~ j 1 OFFSET; 159,94'R ~ ' 'I
U ~ OFFSET; 161.84'R c~ iii d t~ Z N t 1
O~ j FES-14 SEE PHASE I CONSTRUC110N SEE PHASE I CONSTRUCTION ~ CB-10 ~ ~;`I
\ 1 ~ STA 22+80 RT PLANS FOR OAVIS COMMONS FOR PLANS FOR DAMS COMMONS FOR ~ STA 19+J0 RT 1
I!:. \ N i y INV OUT=361.00 EXTENSION OF DRIVEWAY EXTENSION OF DRIVEWAY ~I TOC=364.70 1 INV IN=381,18
~ U' Q CONSTRUCT TRAFFIC BEARING JB STA=+21.04 INV OUT=360,9 38,0 ON EXISTING PIPE OFF=55.68'R ~ 4fi,0, ii;
~ ~ m to 85 m ~ , PROPOSED RIGHT OF WAY \ tN ~ OBTAINED AS PART OF +34.73 -T- _ JB-13 + I
NCDOT U-4026 TIP PROJECT (NCDOT-04026) 1 4026) 1 STA 22+92 RT ~ 78,75' 180.03'
90' ~ ~ A rnl i I FES-1 RIM=368,32 CB-11 ~ ~ RIGHT TURN STORAGE RIGHT 1 ( INV OUT=361.85
- ~ N STA=+16.82 _I i +34.,3 ~ _ , 4 PROPOSED R W STA 20+5G RT + + TURN i ~ / TOC=366.57 IF ~ TAPER ~~-~i
\ {NGDOT-04026) + OFF-55,5 R - 2 + 2 +00 ~ IF -SLOPE STAKE INV IN=362.54 w tr' ~ W STA=+20.20 ~ _Q F J ~ryh \ ~ _ _ _ uNE, ~TYP R I~; pU0T=362.34 ~a / 1 h~,h OFF=55,78'R ~
_ _ _ F \ _ . t..
o - - ADJUST EXISTING VALVE BOX W STA; 3+ 4. m QER t~)'`" RELOCATE EXIST FIRE HYDRANT 24+00 OFFSET; 67,60'R Q I ~ 22+00 1 ~ - s/ 0+00 \ 19+00 STA=+20.19
\ t~G SP 25+00 EXTEND 6'~ DI HYDRANT MAIN ~pET3 RELOCATE _ ~ ? 3No ~P. ? 3NO ~ PR ED 2.5' 1 ' _._.._.___.-_OEF= 0,78'R
\ ppWAY 26+00 EXISTING STA; 23+78.73 , ~~pNl. 3NO-' CURB & GU~-TTER.'..'----~--- - ~ - 3HO _ _ - - - r - - 150 LF 15" RCP ®150 LF 15 IZCP ,_.-._~..:...e-'°® - ~
615 RO ADJUST EXISTING UTILITY OFFSET; 45.00'R - ~ 85' ~ EXISTING EDGE _ ~'s ~ VALVE BOX _ 3r+o~' ~ B-13 ~ ~ 0®
\ +60.67 k00 ~ OF PAVEMENT ~ ~ 2~ SLOPE STAKE 1Cg o' ~ RELOCATE EXISTING m ~HC_ CB-19 POWER POLE AND C6-10 I~rECt e' ~
~ A (NCDOT-04026) ~N ~ _ _ ~ ~ ~ ~0 PROPOSED EDGE LINE, TYP ~ ~ ` - _ _ - ~ TAPER CB-12 CB-12 ADJUST EXI5 G` w . VALVE BOX _ STA 22+00 RT ~ o + - - atio-~ PP .QVERHEA~rp-AWER--LIN€S- - MHO- 3t;o-- _ _ _ - MHO - I
~ J~~G 40 P~- \ OF PAVEMENT ->3 -tx~ ~vr„':'~~- ~ P ~t - -~0- ~ rv o ~ ~ ~ ___.__~w__ ~ ~ o q ~ - -exisTiNC R/w ~ ~ ~ ~ ~.II
C~, - 0 STA: 27+39.41 - F N e .Ni A INV OUT=364.04 W ~ r ~ v ~ 3 ,I°~ - - - - -s- - - N --c- ~ I'I 16~' DI VL ~ ®
t^ ~ , , OFFSET; 45.00 ~ _ _ ' ~ k t!;£ ' - - _ -16~ D1 WL - e ~ -mow ,r -~w~. -=_..-w _ ~.~..-w -~---va® ~ i -w . _.~w®- - ~.~:t. -e®~.w.~®®.._ -w- -BELO.C~..~®.~_.. W
W G~ ~N X I~?; ~b MHO ~ a,,,: W ~ .a~ ~ ~W ,p N I~X _ -I x m _ ®AV1S ®ROVE ~S 1613}_ - - ~ _ _ N10°27'01.,» ~ ~ u~nuTY _
i I m m m ° I- - W ~''I
~,-,i ,STA: 28+11,43 N _ 24+00 0, ~ 23 0 _ ~ ao kp0 ~ OFFSET; 18.89 ~ ~ . ~ ~ - -
ji +OQ _ Zg t -'~hOA-' i. 'r' ~ --^--~~---Nl----- ~N- ---II W
w. _ - I~ ~`NCDOT-04026) ~ ° ` "v- _ _ II ~ I-- I _ MON ~ ~ s Q - ''j
-ii NO' 47 °"sue O ~ - - =i ~ 1 ~ OD .W' r-- ~ EXISTING R/W Z N ~ ~ w ~ RETAIN EXIST 18" RCP Raw ADJUST EXISTING VALi!'E BOX e ~ r ~ ~ ~ Ezist'iMC R/w ~ ~ 'I!~
~ ~ ~ ~ EXIST INV 365.38' RELOCATE EXIST FIRE HYDRANT , \ NCDOT DESIGN BASELINE 'r 'I
`i ~ o® a, - N EXISTING EDGE N ~ d EXTEND 6 DI HYDRANT MAIN ~ ~ W
00 o' ~ e ~ - I w i =j 'S0'` i~ ! • ~ ° "y .r ~ ~ ' ~ w OF PAVEMENT o o ~ j w d ~ EXISTING R/W 0 0 ~ RELOCATE EXISTING U11LIlY `
/ / I I F„ I'1 ~ r i ° 00 o j z. Ut ~ _ _ . _ _ _ . _ _ - . . _ _ _ _ _ _ I . _ `
~j - / - o ~ ~ ~ ~ - ti ~ r d+ O r/ z ( +
M Q ~ + n~
Ey,~S~ / ~ o~ ~ ~ = ° NCOOT DESIGN LINE (-L-) N + ~ _ i Q N N Z N v N d ~ a PROPOSED RIGHT OF WAY 75'~~ - _ _
~ ~ w ~ 08TAiNED AS PART OF
~',I t 0~6 'p F Ov 2~~`0 .r ~ U ~ 4.73 -L- ~ r ~ 'o ~ TRANSITIO IGNMENT (-L-TRANS-) i ~ +3 a ~ ~ ~ m NCDOT U-4026 TIP PROJECT +25 ~ (NCDOT-U4026) s \ ~'I,
i END ROAD WIDENING / ~ ~ W a ,o ~i `'r~,y (NCDOT-04026) ~ F j \ I_
STA; 30+50 , „o ~ r ~ / _ ~ - N o I N t- / r ~ j SILLY H. & WILMA ~ I~ 1 ~y
/ k a ~ /V~' ~ / M I U / 7~' i1 Ohs ~ C~ ~ I _ ,t, 4. F Z SAULS DANNY E. & PATRICIA R, ~ IOA WILLIAMS MILLS
r f ~ ~ ~ ,y rN ~ 'o a / N +34,%3 I~ N! a k ~ ~ ;^j DB 2878 PG 466 I ~ ~ C.~ Q BLACKBURN ~ DB 2577 PG 346 I
Y~Q` ~ 0` 0 ~ r^ a ' - u 0 (NCDOT-04026) BILLY H, & WILMA DB 5190 PG 302 ~
pNr ~ ' ~ i pk0 „r ~ 2. 1 ~ SAULS .i a 3 / t s. N 2 DB 2878 PG 466 oa ,,Vt ~'i ? ~ , o PPS
~~,r, wpb s- ~ 7.,.85 1 ~ ~
,r/ I ,s O7 +60.67 --L- I i, v+
~ r ~ ; ~~,c R ~ d (NCDOT-04026} 4``! 'SEEN 6--~- ® x~5~ ~ ~ OAVIS DRIVE -L- (TIP U4026A) I i !
~
~ o A +34.91 PI STA 27+48.07 Pls STA 29+60.83 J' < ~ p Pls ST 25 ~ i 2 ~ a~ U _ " - Th t s = 7'30'00.0„ ~ d f ¢ ~ y Theto s - 7'30 00.0 DELTA A- 1117 49,6 e a
t'~ ~ vt ~ a ~ - - 0 .0 Ls = 300.00 ~ ~ Ls - 300,00 D - 5'00' 0 O
k!`: v~ ~ ~ _ = 5.94 T = 1 ' / ~ `t LT - 200.18 L 22 L - 200. 8
~ 2 ~ ST = 104.16 T = 113.34 ST - 100.16 !`'I `~i ` 93.18' R = 1,145.92 ~ ~ i`j O
~ ~ ' r _ ~ ~ ~ +50 -Y2- SE - 0.06 FT/FT G~ ~ z
{NCDGT-U402fi) RUNOFF = 300' I o d V ' i J E°~
~(N
~ DAVIS DRIVE L TRANS (TRANS TO ALIGN TO EXIST CL) '~y_;~. m
~ 30.Q0' P TA 7+44,80 Pis STA 24+88.32 ;;i I S 2 +00 -Y2- DELTA fl= 23'18'25" Theta s = 6'1500.0" k?'~ W
p',!{ 102.5' t (NCDOT-04026} D = 5'40'00.0" Ls = 250.00' z
r,,a _ ` J ~ , ~ N +64.12 L- L =468,14 LT = 166.77 ~o' { N
~ NCDGT-04026} \ _ _ T - 236,34' ST - 83.43' ~ co i1, 1 _
"I `t R - 1,145.92 0 ~ ~ SE = 0.06 FT/FT m
r d I'~ W
`~Z
DB 3189 PG 250 2~.so GRAPHIC SCALE ~
+ -Y2- BARNES ~ 0o i ~ ~ o so ~o eo Igo ; -
NCDOT-04026) ,NANCY T. # _I _ ~
8S SON ~ ,0p. ~'I p6~
p; 'I (IN FEET)
1 inch = 40 it.
t
~`l ~
F pF; CLIENT; PREPARED IN THE OF ICE `+1?11111gdgg °A~ PROJECT; ~
e~~ ~ ~Y' ~ a- rB,, A ' ~ ~`v~ ~ ~ ~ ~ ~e ~e ~ HQRIZONTAL SCRLE: ~
(
z -Adz. VERTICAL SCAL
° 1 S N/A - CARO
TITLE; BE S ® ` DRAWN BY-. ®r!%~ ~ J J Y tl ~r,, ,2"ISVILLE, NOF
REV, Na.: REVISION: DATE: DRAWN BY. CHECKED BY, and Associates, Inc. l IS DRIVE ~~i ~M DESIGNED BY:
This 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
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. ~o . •:~i~ n~~ i llA G~~~,~H, N~`ATF~ CAR'NA 27 3C, 3 'AX FERENC FILES: 00t~01 JOB NUMBER: SHEET NUMBER; f - O 6001 \ Ii,'a+ 0 L ,J~~ •1t~d ®`\a CHECK ED 8 BTE E JU8 R SEAL u \o imool\69AsTER\esoo1-8oa 011886001 GE 1 l
PHCNE (So' 0377-20 [phone] Copyright Kimley-Horn and Associates, Inc., 2003
i

u__~~_~_.. ~ ~ _ . _.~W.. _W_
_
10 ';I
tannin Direetor Disclaimer Construction Requirements . er Town ~ng?neerJP g 1, ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF MORRISVILLE STANDARDS, SPECIFICATIONS ANO DETAILS.
Town Inspector Ii~sclai~n 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT
Should the Town Engineer or Planning Director fail to All public and private work including but not limited to DESIGN BASELINE UNLESS OTHERWISE NOTED.
I ~ The presence of the Engmeer or Inspector at the work site identif that the OwnedDeveloper has not addressed the watermams, water services, sanitary sewers, sanitary sewer Is.~ essen the Owner's res risibility for y shall in no way 1 Po eats or that the Plans and S ecifications are not services, storm sewers, drainage systems, roads, sidewalks, r
formit with the Ions and spectfications. Should the Town comet P con y P ith Town Ordinances or Standards, whether parking lots, site grading and landscaping shall beconstructed 3• CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL U11UT1ES THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS,
I` or after crntshvctiort in compliance w ~ ~ y En ineer or Inspector prior to, during, it shall in no in accordance with the Town Standards. No deviations from ,i g r other reaso ~ EASEMENTS Wlll BE REQUIRED AND SHOWN ON PLAN SHEETS
at does not from lack of drscovery or fo any n, ~ j } _ ! ~ fail to identify or reject materials or work th obligation theaeof the Owner/Developer's submitted plans will be allowed unless 1 t er from lack way relieve the Owner/Developer of then a ~ f WHEN WARRANTED. ;
conform with the laws and specifications, wheth written a royal from the Town is received. AI(Public and P nor obligate the Town to correct such euors ar omrssrons. pp ~ i of discovery or for any other reason, it shall in no way l / 4. CONTRACTOR SHAH REMOVE, STOCKPILE,. AND RESET ANY NCDOT ~ -.~.,_~1~ / SIGNAGE ALONG MORRISVILLE-CARPENTER ROAD AND OAVIS DRIVE.
~'d Execution of this constriction plat by the Review Engmeer or Private Easements shall be recorded prior to final acceptance I'+ prevent later refection and correction of the unsatisfactory ~
Planner for the Town of Morrisville in no way limits the by the Town. hen discovered. This is also true if the ~ i materials or work w the Owner and E ineer of Record with responsibility of ~ r ~ STA=+11.24 / 5. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS OFF=55.00'L -\\'r' APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR Ij
kk work has been accepted and is currently being maintained by ,azd to coin fiance wilrt atl Federal, State, and local / ~ ~ HORIZONTALLY ANO VERTICALLY LOCATING AND PROTEC11NG ALL I
Ii'i shall be res orisible for correction of red p ~ the Tawn. The Owner p ``I orm to the fans ands ecifications. standards, regulations andlor conditions. ~ / / / PUBLIC OR PRIVATE UTILITIES{SHOWN OR NOT SHOWN) WHICH LIE
all work that does not conf p p ~ ~ / ~ / / / IN OR ADJACENT TO THE CONSTRUCTION SITE, AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION
f''1 ! 1 + j ' / / / ACTIVITY, THE CONTRACTOR SHALL NOTIfY THE NATTH CAROLINA ~,1i
~t~' r ~i ' ~ + I I t ~ l I ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) _ _---"`~JT / ~ ; l 1-800-832-4949 FOR PROPER IDENTIFICATION OF EXISTING
! ~ ~ ~ 1 l wPQI 4 ~ / ~ UTILITIES WITHIN THE SITE, a
/ I~~/// ~r~~/l 6. CONTRACTOR SHAH MILL AS REQUIRED TO PROVIDE A MINIMUM
+ ~ - - _ I 1 9.50" OVERLAY AT THE LIMITS OF CONSTRUCTION Of DAMS DRIVE '1
DRIVE CONSTRUCTED l / ~ /I I / ,J/~ l j/ AND M4RRISVILLE-CARPENTER ROAD TO PROVIDE A SMOOTH 11E-IN ~,j AS PART OF SITE PLAN / s/ / / /~I/~ / ~ TO THE EXISTING PAVEMENT.
- - - ~/l /l rl l~ / ~ 7. STORM DRAINAGE NOMENCLATURE IS AS FOLLOWS:
0 ~ I ~ l E°I/~l/ ,,l ~ CB - NCDOT CATCH BASIN STD. 840,02
~ t - ~ i I - r / ~ ~ / / ~ 1~ FES -FLARED END SEC110N
~ ~ l' ° c / ( JB - NCDOT JUNC110N BOX STD. 840.1 _ l / ' l ` l ~ Il//Il r / RCP -REINFORCED CONCRETE PIPE
I - SLOPE STAKE / i/ w/ l///lI l TOC -TOP OF CURB ELEVATION
/ ~ / RIM -RIM ELEVATION LINE, TYP ~ JIQ J II / ~Q
l ~ 0~ ~ l ~ II ~ y 8. REFER TO EASEMENT AND RIGHT OF WAY SHEETS FOR COMPLETE
i _ I 3ry17 ~ l / 1 ~ / l/~ ire/ INFORMATION ON SIGHT DISTANCE TRIANGLES, TEMPORARY !OT / / 4° / CONSTRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS,
T / ° l ~ / ll/ ~ l `~J o SIDEWALK EASEMENTS, EXISTING RIGHT OF WAY, AND PROPOSED i l k° l ~ fl lI l RIGHT OF WAY. <i
~~`1 t / ~-3~ ~ //~///I/
f i
''1 t PROPOSED 2.5 / ~ / / Jl
cuR6 & GUTTER / l/ ~ / l ~~6> / n~I I
~ / o f w//
~1 ~?t'~' ' /i / / / 0` I ll^ l Ill/l ~ ~ l l ~lll I ill
SEE PH I CIS CTI~ r,°, - ~ SEE DAMS COMMONS CONSTRUCTION PLANS LOT 2
FOR EXTENSION OF FUTURE DRIVEWAY 2.150 ACRE ''I PLANS F QAVIS R~OtdS STA=+28.95 / / STA 16+50 LT (M-C ROAD)
( GR G PLAN FRQM CB-7 ~ STA=+ fOR 13+Q0 Rt TO 24+ RT. STA 14+39 RT OFF=8' ' 1 ~ I Ill' TOC=338.79 OFF=81.43 R l B q~p ~ //,,~1°~ lI l' INV OUT=335.27 ~ j
TOC=348.91 CB-6 - 1 TA 13+82 RT
CB-8 INV OUT-345.39 I ~ S CONSTRUCTION STA 15+00 RT , s TOC=348.72 MAINTENANCE CONSTRUUCTION ANO ~ / ~ ~ / / ~ ~o//~/ ~ MAINTE ANCE
' ~ INV IN=344.82 TOC=355.13 I ti I ~ INV OUT=344.62 EASEMENT FC EASEMENT FOR SIGNAL / i 4~ ~ l / l O' I~I
INV IN=351.61 f o INV OUT=351.4 ~ / / / / RELOCATE EXISTING
PROPOSED 1.5' I o STA=+61.07 STA=+61,07 / / ' I ~ POWER POLE AND ~
MOUNTABLE CONC j ~ OFF=63,44'R - CURB & GUTTER ~ OFF=63,44'R ~ l / I I l'l~ /l OVERHEAD POWER LINES Q 2 ~ r
PROPOSED R/W ~ ~ ~i7 LF 259,64' RIGHT TURN TAPER / ~ L /~/I° o
180.03' ;15" RC / r ~ ~ OPEN CUT AND PATCH " ~
TAPER ~ " PROPOSED R/W - RIGHT TURN ADJUST EXISTING VALVE BOX SLOPE STAKE 41 L 15 RCP R W 4~ / , ~ ~ ~ / EXISTING PAVEMENT ©m
II CATS EXIST FIRE HYDRANT NE TYP F CB-6 SLOPE STAKE
® M VE EXISTING PIPE RELO U CB-7 RE 0 N MAIN ~ LINE, TYP PROPOSED 2.5' EXTEND 6" DI HYDRA T ~ 16 , ~ry RELOCATE EXISTING f;'; ~ + R~ O 4 0 Q. 13+00 POWER POLE AND 12+ CURB & GUTTER 2.5' RC 18 °o. / l i f l l ~ oil 95 LF 24" RCP f BUTTER INV. 3 3.7 ~ I OUTLET-1 f'I
w 16+00 15+00 `SA / EPA 1 p \ 00 1
EDGE 17+00 . pf E ~ ~6• OVERHE.~D POWER LINES F F "RCP 1 +0~ EXISTING ~ 128 LF .E - - - _ - - _ _ 295 L t5 OF PAVEMENT ao 200 LF 15 ,RCP P __.v _ _ _ _ F 1 i RCP 11+00 ~ ° / ~ (I ( STA 15+00 RT (M-C ROAD) " ~ 'I 1~!V OUT=332.62 r
WELL , ~ r- - _ _ B-5 _ ~ _ - ~ ~ F 15 RCP - _ REMOVE EXIST 18° RCP
f ~ , - ` w ~ 0 RrP18
_ ~~-~`"..=pro off t _ _ ~o_ _ _ _ _ or g R6S REMOVE EXISTING PIPE ~ v C8-4 _ 'w , , \ 1 ` 1 ~f \ INV,= 331.20 8+00 ~^;I
y~ _
to _ - - -rte - -G -~'p - . ~ ~ . - . - ~ UGE - I''; - r-- 6------G ~ - + a on UF~c'' ~~--'d-UGE'' In `b 0 UGE - -G ------G- ---G--- ---G- Q O ~ ~ O .P~_.~ w-- ~„_av-ai~_DI VJL _,~v._---yv ....~.~...~.W.~ ~ oo /
_ ADJUST EXIS7(NG ~ r 59 LF STA 14 9 jLT RO~I~) , „
VALVE BOX (2) u1 ~ f 24" RC TOC=3 7j fi ~ `""~.~-,.,,R/w 1~ ~ ^ ( o INV It~ ( X333 ~;~w..~, _ o ' _ --tn _ ~~I
J ~ " x to ~ tom m x CI 3 N1O'2701.1 W rim mm rim Into ~ ~ ~ I ~ ADJUST EXISTING INV.~&I {3 =33.7 1 - -~-1~ ~ I?~
x PIPE n °o us N N et a m m ~ ~ ~ m m REMOVE EXISTING N ~ _ r - REMOVE EXISTING PIPE ~ m ~ SEE NOTE 6, TYP -f VALVE BOX IN UT=3357 Df WZ NOTE 6, TYP / ~ ~
I'' - - - -lr~ - - In . ~ g --~n--- M- --_-_rr,------r~------rt- - ,x--- --r~-- ---M---_ _1R_ GF _M----- --,M------m------m----- Q~ In ~ - / STA 10+81 RT ~-F'" w,.~"'~ ,I ° ~ ~ °
f' - FO - ---FO------F --.--r-Fp-_.. -__.-FO------ --FG-- ----FO--_-_-_--Fi,---- --Ft7------f0.._.._ _..-----FO---------- ~ r~_ ~ `~1 j / TOC=341. 1 / 0 / ~ r k''
ro - _ ~ - eo ~ ~ tL! " EXISTING EDGE ~ ~ ~ ~ ~ I/ INV. IN= 38.14 ~ o-;,~~ ~ ~ INV. OU =336.00 C ~'--P I`~
EXISTING EDGE OF PAVEMENT, TYP. - - r - _ ~ ~
~ OF PAVEMENT _ - - - _5 Exisrwc R/w ~ JB ~ REFER~'0`St6N~t,-PLANS
~ s ' STA 13+73 RT 'I RIM=351.10 ~ `D ~ ~ ~ ~ r ~ ~ ~ / / ~ ' FOR SIGNAL MODIFI~1`re1~6S•
('i', CB-g EXISTING R/W NCDOT DESIGN BASELINE INV IN 6)=344.24 STA 17+00 RT ~
_ p INV IN (8)=348.10 o° ~ TOC-360.6
. , INV OUT=344,04 ~ ° x _ . _ . INV IN=357.08 _ INV OUT=356. 3' - P I o; \ ~ / ~SSrq SOUTHERN BELL UGFOCM ~ ~ ' " - v 4c , ~q / CALL 7-BOD-~S32-4949
- - _ ~t / ~ ~ / L PP ~A~xO BEFORE YDU DIG
~'`v'~ , ~ DAMS DRIVE SR 1613 -L- (T1P U4026A) ~ ~o~ ~ SDUTPIEF'N 9Et.L UGFOCM { ~ Q 0 ~ ~ /,,•r ~ ~ o?a~ CALL 1- BGO-&32-4949 ~ti
P( STA 11+80. ELTA 5'25'17.3" LT / I~ 0 ~ ) ~ ! S ~ BEFORE YDU DIG fad l l ~q~
D = 1'30'00.0" / o
li PROPOSED RIGHT OF WAY L = 361.43' `~i ~~,/t / ~ ~ / ~'s~~~ ~ ~ ~`,o~ U / / /i
(VARIABLE R/W) OBTAINED AS PART OF WILLfAM M. & GALE D. T = 180.85' / NCDOT U-4026 TIP PROJECT R = 3,819.72' / / l << `~I, ~
f NCOOT R/W MAP ARY MEAGER _ z`~
.804749 AND TOWN OF C SE - 0.024 FT/FT / , ECT N0. 6 VI DRIVE PROJECT / PROJ DA S 30 PG 2545 B 0 / 3 / / / PROPOSED EDGE OF PAVEMENT F~~ ~ N
SHEETS 31 AND 3 / i/ . ~ l l ° l Q rJ\ ~f
/ o ~ o l ~ / / r/ / ~ o
^ry / 11 Il"l'/ / RELOCATE EXISTING
' & Plannin Fees Paid ~ ~ 1Fn®~n~nn~ ~ ; ~ / / ~ cap Z~ POWER POLE AND F.
~ / ~ OVERHEAD POWER LINES / ~ ~ Q~
ii ~ , Yes No Comments f` `'`r
Infrastrucutre / 4 Fees ~ ~ ~
/ //1 //1 ~ / o~ ~ U
Yes No Comments /f iii ~ ees / /I/ Acreage F /I/ ~D~ ~o E h~ _7
I ~ ~
Yes No Comments ~ !,r Capacrty / ~
Replacement / / / '~~y,
Fees 0 / 0/ / ~ ~ i ~ / ~
i;':
~I~ I~ 6~9 W
`~60`, g~~ GRAPHIC SCALE J
Town I8e resentat~ve p
~ eo a ao 40 0o teo
~ ! ~ ~ ,I _
lL I,i
date ~ ~ . IN FEET 4 ( ) I
i, { i:', ~;h I inch = 40 ft, I { ~ I'i O
aArE: PROJECT; ~ ~
lid CLIENT; 11?1llifll ®e®®``e yet®~o~ 11-17-03
PREPARED IN THE OFFICE OF; \ ® HORIZONTAL SCALE: ~ a+
I'~ ~ C K~~; I ~ 1 - ~ L r~ ® ' I 8 `®Q~QF1. ~Q~!'~/'~ ® VERTICAL SG;~LE: L~~ \ I r O
~ 1 1
I 1 N A MORRISVILLE, NORTH q~~41L 'm z
® 2 ° DRAWN BY'. [ I
TITLE; ° L MOs ery/ DESIGNED BY:
M ?n Inc. ana Associ DATE: DRAWN BY: CHECKED BY:
REV. No.: REVISION: p p z P I~ CHECKED BTE- BY; ATTACHED REF~:RENCE FILES: JOB NUMBER: SHEET NUMBER; 0 U-. \01 188600'1MASTER86001 -8101
r with the concepts and designs is intended only for the specific purpose and client for which it was prepared. Reuse of and improper presented herein, as an instrument of service, - n and Associates Inc. ~X ° ~~~a~4~,~~ 27~ he to This document, et reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc, shall be without liability to Kimley Hor a ~ F ll 677-FAX-- ~1 A011886009\MASIER\86001 02 BTE 011886001 of :llljl~l 11 SEAL 'CBI B `777 7 77 _ U
- - - Co ht Kimley-Horn and Associates, Inc„ 2003 FHCNE: 077-~7-,X ~ T - LL
(i

_ _ r - - - - _ _ -_.-r _ - - ~a
°i ~ - '
ir`? - 1. ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF
Town En neerlPlannin .Director Ilisclaimer Construction Re uire~nents MORRISVILLE STANDARDS, SPECIFICATIONS AND DETAILS.
Town Inspector Ilisclaimer ~ ~ 9 t 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT
Should the Town En ~ eer or Planning Director fail to All public and private work including but not limited to The presence of the Engineer or inspector at the work site ~ DESIGN BASELINE UNLESS OTHERWISE NOTED. ~ f
identify that the OwnerlDeveloperhgs not addressed the watermains, water services, sanitary sewers, sanikaty sewer 3. CONTRACTOR SHALL RELOCATE ANO/OR ADJUST ALL UTILITIES
J;1 shall in no way lessen the Owner's responsrbilrty for conformity with the plates and specifications. Should the Town comments, or that the Plans and Specifications are not services, storm sewers, drainage systems, roads, sidewalks, THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS. ~j` rr EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS i'
' i m com Hance with Town Ordinances or Standards, whether parking lots, site grading and landscaping shall be constructed a Engineer or Inspector prior to, during, or after construction P 1 ;J from lack of discovery or for any other reason, it shall in no in accordance with the Town Standards. No deviations from WHEN WARRANTED,
fail to identify or reject materials or work that does nok ith the Ions and s ecifications whether from lack way relieve the OwnerlDeveloper of their obligation thereof the Owner/Developer's submitted plans will be allowed unless i 4. CONTRACTCR SHALL REMOVE, STOCKPILE, ANO RESET ANY NCDOT
conform w p p or for an other reaso it shall in na wa nor obligate the Town to correct such errors or omtssrons. wntten approval from the Town is received. All Public and of discovery y 4 y lr ~ SIGNAGE ALONG MORRISVILLE-CARPENTER ROAD AND DAMS DRIVE. t \ 5. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS '
`a revent later rejection and correction of the unsatisfactory Execution of this construction plat by the Review Engmeer or Pnvate Easements shall be recorded pnor to final acceptance P Planner for the Town of Morrisv ille in no way limits the by the Town. ~4, materials or work when discovered. This is also true if the `
E d work has been accepted and is currently being maintained by responsibility of the Owner and Engineer of Record with 1 ~ APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR r ' HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL ' j
1, PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE
the Town. The Owner shall be responsible for correction of regard to compliance wiht all Federal, State, and local standards, re ~ulations and /or conditions. all work that does not conform to the Ions and ecifications. ~ ~ P sP IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 ~ HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION j
1 ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA
~ 1 ! ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) AT
1 1-800-632-4949 FOR PROPER IDENTIFICATION Of EXISTING I` \ UTILITIES WITHIN THE SITE,
~`I ~ li 6. CONTRACTOR SHALL Mlll AS REQUIRED TO PROVIDE A MINIMUM
~i':i ~ 1 EI 4 1.50" OVERLAY AT THE LIMITS OF CONSTRUCTION OF DAMS DRIVE i'
~ rl ~ AND MORRISVILLE-CARPENTER ROAD TO PROVIDE A SMOOTH TIE IN Z 1 TO THE EXISTING PAVEMENT, I
ii \
'''i r O ~ p' 7, STORM DRAINAGE NOMENCLATURE IS AS FOLLOWS;
tea r~~ z\~' ~ C8 - NCDOT CATCH BASIN STD, 840.02 o i FES - FLAREQ ENO SECTION ~I
\ so t i ~ ~ ~ 4 ~ o ~ ~ ~ JB - NCDOT JUNCTION BOX STD. 840,1 RCP -REINFORCED CONCRETE PIPE
d~ t^ ~ ~ ~ ~ ~ y , t ~ TOC -TOP OF CURB ELEVATION
s~~ ~ 1 AV~ ~ } } RIM -RIM ELEVATION
~ 1 G I ~ x 8, SIGNAL MODIFICATIONS WILL BE REQUIRED AT THE INTERSECTION
` ~ ~ 00 PROPOSED STORM SEWER PIPING 1 0 c o ~ ~ i OF DAMS DRIVE AND MORRIVILLE-CARPENTER ROAD AS PART OF ~l THE PROPOSED OFFSITE ROADWAY IMPROVEMENTS. f'
. T N F R 1 ` ~ i ~ (SEE SHEE S 8 A D 9 0 t ~ ~ , STORM SEWER DATA `
i ~ u, ~ } f ~ ~ ~ i , 0~ ~ \ g, REFER TO EASEMENT ANO RIGHT OF WAY SHEETS FOR COMPLETE
\ ~ INFORMATION ON SIGHT. pISTANCE TRIANGLES, TEMPORARY ~ CONSTRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS, k;,
!i ~ 1 1 ~ ~ ~ , ~ c6-4 1 ~ ~-22 SIDEWALK EASEMENTS, EXISTING RIGHT OF WAY, AND PROPOSED
~ Ls STA 10+81 RT (DAMS DR} ,1 ~ ~ ' ~ ~ T =341.01 ~ STA. 21+00 LT RIGHT OF WAY, I TOC=330.35
~i ~ A ~ OC ;'1 ~ INV IN=338.14 t1 ~ ~ INV OUT=326.83 I
~ ~ ~ ~ INV OUT=336.00 ~1 1
;i ~ ~ ~ ~u ~ STA=+61.07 Is ~J ~ STA=+83.10
~z V 1\~~ _ 'R k OFF 63.44 V " 5 ` \ L ~ SEE DAMS C~MMONS ~ FF=5t).00'R i
~ ~ 1 i CB-2 ur CONSTRUCTIO PLANS ~
~ 1 ' ~ ~ ~1 V ~ > 2 ! RE ~ ~ ~ ~ ~ STA 14+69 LT RELOCA EXIS NG \ FOR FUTURE ~RIVEWAY p=+6 17 POWER P~E AN~ ~ ~ - 4'R
~ ° ~ ~ o o TOC=337.7 ~ PO ~ ~ c~, ~O' INV IN (4}-333.77 PROPOSED R W 1 OVERHEAQ ROWER INE~
~~'e; ~ ~ N =3 7 / ~ A , ~i~ y INV IN (3} 33.6 0'~~ CB• \ C8-23
~ ~ ~i ~~CB-4;;,;,, INV OUT=333.57 0 ~ STI CB-3 \ STA 20+50 LT STA 16+50 LT ~ V RELOCATE EXIS NG SLOPE STAKE TOC=331.85
I 1 ~ ~ \ o PROPOSED 2.5 W , ~ \ w STA=+28.95 TO( TOC=338,79 ~ OWER POLE A~Q LINE, TYP INV OU .:i ~
a FF=81.43 R CURB & GUTTER i INV 0 \ ~ Iii 35.2+00 ~ ~ 1~ ~ ~!w~ 1A \ ~ ~ INV OUT=335,27 \ 0 VERHEAQ POWER LINES ~ ~ EXISTING EDGE 1
10+00 11+00 12+00 13+00 ~ 1 ° ~ C RELOCATE _E?SLSTIN~„ _ _ - _ - _ ~'~l ~ .t~ ~ \~2 14+00 VA '~-FOW€~R POLE AND 1 +b`~50 - _ _1 ~ o• OF PAVEMENT ~ - _i 7±00 0 a B+OD - - - - _ - - + 20+00 ~ C ~ i `i
EXISTING EDGE / ~ ~ ~ ~ A 0 POWER LINES _ _ ~ 1 - _ - _ ® ~
OF PAVEMENT ~ % f i 1 - ~ 4.. ~G~~G 1 / ~ ADJUS EXISTING VALVE BO~E.~ ' ~ - - - ° . v ~ ~ I,, - - P VJ r
- P 11 i'pX { f S 180--LF-is--RCP-.~ - - P - _ ONPr_ l-°o'N ~ 59 LF 24 RG _ _ i ~rrv~ ~/w _ ~ _ _ _
- - - -oFtt.-.~> - - -ate - - - '{--.gat = - - =oH~ MON 3 -o I Or,P ~ ~ ~ _
EXIS'ItdG R V! R/'N - 4C - ---ONE _.ON 8ttf -'~iE- - - r- E - - - --r~~iEE - -c~!~E - - - - a CB-23 ~ ~ UNPc4cPHL PP `,,aye _ 7 e®~
JGf HL 3H0 - - - - - - 3H0 - - -3;dQ. = - =ffl -~Iv1" pp - - FO - - - - FO - - - - - ~ _ P - ~o- - - - _ Fo- - 01.E .tea=+62.x, ~ , FO - - -a -e- ` ~ ~ rtl
- --3H0----- ---s- a-~ the-~- ~ GAY 5 -jxo- - -.,NO- _ rP - _ ~ ~w_ ~.a~-= = -w.=~ - o w- - - _ may. \ ~ 1 . ao t----~ - ~ 0~'i REMOVE EXISTING PIPE E EXISTING PIPE EOP o ~ o ~ ` ~o OFI"=50,00'R o ~ ® I
I - Iii ti SEE NOTE 6 ~ i' ~ - a 1 s ~ 5 m ~ u ~ 0 RIS LLE®CA N
---h-- --E--t- - - ~ ~ _ RVE 1 REM0~7E~EXISTING PIPE REMOVE EXISTING PIPE = [ _ ~ ,CURVE 2
~ I- I + - I - _ eu 11 ~ ~ - ~ ~ - - -i i - - -r---~iE -r- - _I -
in ~ ~ ~ ~ CSI '.71 - , N o Il ~ ~
BEGIN ROAD WIDENING -~-.":-..,,r-.-...: c 0p ...e N a - - - - - - ~ ~ ~ ~ - ~ o - - - - - Fo - - - - - - Fo - - - - - - i STA 10+01.63 C ' - - ~ ~ ~ r - - _ _ _ -,y -
I~~' RAN MON. - - ~ V ~ ~1 - - -0.~ -
r~ - - F.yIS ~'NG k; PJ - Or?E P BONE - - _ ~ - - =9~~_ ~ ~Gj .-r - P - UGPNL- - llGE - - v! PP - _ - E _ E n ~ - - - - -Ot~E-- -C5 _0~~ [if.~-~ °OH€ = = - --ONE - - - Nom- - llGE - - - UGE - - - - o GE „ EXIS lI N6 RAIN 4 ~ ~ F .~._~_G
- ONP 1- MoN ~ \ ~ i J F Raw p ~ 3~~ NE_ - - - -OxE - - - - - f ~ - - - - -OHE - - _ - OHE - - - - OHE P----~--- ONPC _ - ~ ` OHPNL oxE ~
4" EXISTING EDGE rya HSC ~ OPEN CUT AND PATCH I~'
OF PAVEMENT PROPOSED EDGE \ ~ ~ ` ` ~ EXISTING PAVEMENT EXISTING R/W OF PAVEMENT \y `~oyE ~ ~ " / TOWN OF CARY EXISTING R/W I j
ti z 5 1 / EXISTING EDi m C ~ ~ ~ 95 LF 24 RCP '-EXISTING EDGE DESIGN BASELINE o OF PAVEMENT (iJ
I1 I ~ ~ ~ ~ < o~ ~ ~ OF PAVEMEh ~ SLOPE EASEMENT of h' ~r f j o OUTLET-1 N ~ + I
~ ~ g aJ + + ~ r' U o STA 15+00 RT rn, ~ ,
+ «~c0 tin INV OUT=332.62 CURVE 1 ~ 168.1' RIGHT TURN STORAGE ' j ~ ~ "4 180.0 RIGHT TURN TAPER ~ -o i Mon, ~ - CURVE 1 ~ cov f` p CURVE 2 + f:~ W F
~ _ ~ ~ R/w Included angle 179 ed angle = 179-26-37 II Included angle = 179-36-54 N ~
~ 1 W Radius = 96 ~ 1 REMOVE EXIST. 18" RCP ~ ~ ° ~ Tangent length = 199 Radius = 96.92' ~ Radius = 83.04' F VARIABLE R z nt length = 19960.54' ~ Tangent length = 24723.38' ~ ( IW) a
' ~ i `~o ;;J } `t t ' Arc length = 30; ,rc length = 303,53' Arc length = 260,32' NCDOT R/W N~qP
ALI MANSOUR DB 2511 PG 2fl6 ~ t ~ ~ 354 Chord length = 19: J<i KAMAL , t rd length = 193.83' Chord length = 966,08' PROJECT N0. 6.81)4749
WTER ~ l Rt g0 OB 1230 P External secont = 1981 ~ DB 324t PG 525 i ~ ~ & SON INC. it secant = 19863.86' Externol secant = 24640.48' SHEETS 31 AND 33 ~
GROVER 0. & PEGGY H. rv 1 i ~ ~ Y Mid ordinate = 96.E ,l, T. HOBS Degree of curve = 59- v ordinate = 96,45' Mid ordinate = 82.76' of curve = 59-07-05 Degree of curve = 68-59-54
~ 3 ~ 1 1 . o 1 E
a ~ poi ~ c. ' t ~ o.
Q fir, ~ ~ t I> Io
^R, t ~ ~c7
'°?i 0' Rio o t` t>, " i ~ X O~ m~'~ o
~ er ~ GIN G1 :3
n f J ~ h~ ~ O °a
~t, Q
'r
o
En ineerin & Plannin Fees Paid i,;~ _ j,
t ~`I Yes No Comments o
'a lnfrastrucutre
Fees
_i Yes No Comments
Acreage Fees {i{ c~
;1 ~l W
Capacity Yes No Comments Replacement j ~
Fees O i~~~ ~ ~

i ~ i ~
;L
Town Representative w
GRAPHIC SCALE ~ J
+0 0 io +o eo Leo ~
I
.Date ~_~,_-,;T I ~
( IN FEET) ~,'I ~
i i~oh = 40 1't. ~
~'''i 0
,1u11rreB PROJECT: ~ ~ ®~~0((®~m ~ fgI ie®®~~' 11-17-Q3
PREPARED IN THE OFFICE OF; CLIENT; , - r-~-------;
ff ~ I~ , r ~i ®0~~~~\ ;°°o ®l~~~o NQRhONTAL SC,LE r I ~
i~ f( y r i C 'i t ®19 a 10 a own e w• ` v ® VERTICAL SCALE: j (l J
SEk N/A
I TITLE; ~q v,ill 255 ° o DRAWNM OS 1 ' Y , y ~ ISVILLE, ! t1
DATE; DRAWN BY. CHECKED BY. o and g Inc ® No.: REVISION: Assoorc,319,s [~y ® a = it ; °•"•t ~l DESIGNED BY: 1111 63 6 L 11 L I S V I L L E C F V -t ~ rs ° SINE, ~Qt®`? BTE
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 Z-1 mo~ This do ~ NQa 27636-306, P P PHONE• 677®2 FAX=~~ 677°pright Kimley-Horn and Associate2003 T-
reliance on this docuwithout written authorization and adaptation by Kimley-Horn and Associates, lnc. shall be without liability to Kimley-Horn and Associates, Inc. t~,®, ~X ~N®RTH C and im ro er E CHECKED BY: Uc~011986001\kIASTER\86001_801 DDB NUMBER: SHEET NUMBER: j% ~ L~ ~v u 6~,~ wlliatls I- SEAL ....._BTE _ ..U oi18860ot AIAS~TERA_86001- B02 011886001 1 of 11

-_--m. - . _ - . _u~.~t _ -
. _ ~k . - ~'1

1. AU. CONSTRUCTION SHALL BE PER NCDOT AN6 THE TOWN OF ~"~i
!i'~ MORRISVILIE STANDARDS, SPECIFICATIONS AND DETAIl5, I'i
I ~'I 2. ALl DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT
DESIGN BASELINE UNLESS OTHERWISE NOTED. ! {
3. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTILITIES
THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS. EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS ~l
~'I WHEN WARRANTED. ,1
!!I 4. CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY NCDOT ~
SIGNAGE ALONG MORRISVILLE-CARPENTER ROAD ANO DAMS DRIVE, j!1
?r 5. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS
~ APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ~?1
~ ~ i'' ~ s HORIZONTALLY ANO VER11CAlLY LOCATING AND PROTECTING ALL ' i \ PUBLIG OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE
1=i / / IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 ~i`'
r'~ HOURS PRIOR TO ANY OEMOlITION, GRADING, OR CONSTRUCTION ~
I'7 \ ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA I>~ ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) AT
;,a i ~ \ 1-800-632-4949 FOR PROPER IDENTIFICATION 4F EXISTING UTILITIES WITHIN THE SITE.
~ \ ~ ~ I~~
~ ~ 6. CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM I, 1.50" OVERLAY AT THE LIMITS OF CONSTRUCTION OF DAMS DRIVE
~ ~ r~ ~ a ~ ~ AND MORRISVILLE-CARPENTER ROAD TO PROVIDE A SMOOTH TIE-IN
i ~ ~ TO THE EXISTING PAVEMENT. i
/ 7. STORM DRAINAGE NOMENCLATURE IS AS FOLLOWS,i'
, ~ ~ ) i ` r~ ,l t ~ CB - NCDOT CATCH BA51N STD, 840.02 I''! FES -FLARED END SECTION Ii
~ Mrl JB - NGDOT JUNCTION BOX STD, 840.1
! I ~ t \ RCP - REINFORGED CONCRETE PIPE ~'I TOC -TOP OF GURB ELEVATION II`'
I ~ 1 ~ i I \ RIM -RIM ELEVATION f',
/ \ r 8, REFER TO EASEMENT AND RIGHT OF WAY SHEETS FOR COMPLETE ~I
lu: 'V ~ A ~ I INFORMATION ON SIGHT DISTANCE TRIANGLES, TEMPORARY N;
` \ i CONTRACT OINSTALL CONSTRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS, SIDEWALK EASEMENTS, EXISTING RIGHT OF WAY, AND PROPOSED `';~j
, i 37.5 LF HEADWAL EFER TO NCDOT STD. 83 . I I 5 ,
.i \ 18" OIA PIPE ~ 0'0 N ' \ I fl _ ~ Rl~ CB t7 R 50 i RIGHT OF WAY, ~ RIVER $ FF~'e '
j ` t ~ I $UF , STA 25+94 LT I I ~ R !`1
~ \ TOC-312.47 , ' = 4 I
\ \ INV IN 309.3 +n J ~ INV OUT=309.43 I~
i 1 ~ ~ ~ SANlTAftY f \ ` l' ' EXISTING STREAM ADDITIONAL RIGHT OF WAY f j CENTERLINE, T1T'. DEDIGATION NEEDED ALONG
1 ~ 5 YJER EASEU~E.NT ~ I ~ - SEE DAVIS COMMONS f AVIS COMMONS N P NS FOR ADJACENT PROPERTY FRONTAGE f
~ SEED CONSTRUCITO LA ~ I; k; CONSTRUCTION PLANS FOR EXTENSION OF FUTURE DRIVEWAY 'I
EXTENSION OF FUTURE DRIVEWAY t ' ~ 'I
i ~ ` +
' STA=+82.40 ~ ~ I CB-20 OFF=50.38 LT 1, I ' ~
4'-0" CO1JC TA 22+00 LT I O'0 N ~ s I RI R EUSe t MONOUTHI~ TOC=325,05 34 LF ~ I BUFF fR t ;;I
ISLAND INV IN (23)=321.53 PROPOSED R/W " R p I 347.0' ROAD WIDENING TAPER
18 C I INV IN (21)=321,53. ISTING I,`
~R _ INV OUT=321.33 CB-18 ELOCA EXISTING CB 21 I POWER OLE AND AND ~
C ES STA 21+ LT - 4 STA=+32.93 STA 25+59 LT =32 .67 STA +33.2 OFF=50.00 LT TOC-312.51 i 0~ ( OVERN AD POWER LINES TOC - OFF=50.00 LT INV IN=309.60 26 t PERM (TCE)STA=+~15 )WER LINES i`'
INV IN-3 5.15 i E SC P~H ~ _ ~ DRAIN OFF=60 LT -(TCE)STA=+15,88 OFF=60 LT1
~ 6.0' 4' 1 0' 1 INV OUT~324.95 P OPOSED 2.5' INV OUT-309.60 RI 310.32 y MT 1 2 ! R itit IN=3C3. ? ES (ROW)STA~+7; -(ROW)STA~+75.18 (.;~I
1 h i SLOPE STAKE CURB 8c GUTTER STA=+33A6 40 LF Q ¢ 3 1 I OFF=50 LT 46 LF 1 CP CB t ^ LINE, TYP. _ " R P C - OFF=50 lT
Q. OFF 50.00 LT 18 C J , , I INV IN-304f00 ~ 8-22 - - - - - - - ~ C Mh s _ _ ~w 1 INV IN=304100 ~ ~ ADDITIONAL ROW DEDICATION FOR PROPOSED DRAINAGE
0 24100 25+00 ~ j' ' IN I = 7+00 ~ Q ~ 29+00 29+ 7.11
o ~5., 22+ _ _ _ 325 LF 15" RCP ~O• ~ B-17 ~ 3 4. E ~ R C F-------- ~ F (RO (TCE}STA. 29+70 r~ (ROW)STA: 26+90 OFFSET; 32 L7
_ - - - - - CB-18 STIN&'R~Y~.-.-._ - OFF - , OFFSET; 50 LT
1 ~ _ - , (a ~ = c-~- ~ _ - y ~-,4"z 1'~~ (TCE)STA: 27+50 PROPOSED 2' EXISTING EDGE ' I SET, 44 LT PAVED SHOULDER OF PAVEMENT
1 _ - , '~8d V'" - CS-20 REMOVE CB 1 ~ _ ~ ~ i 1-- _ C (TCE)STA; 29+70 '
~ ~ RELOCATE UTILITY ;',t__. (RC h ~ F IS~ING R/w' - - - - SIII`1G"EIP- - - - ~ ~(OROW}STA: 27+05 - ' - - - - - _ _ Ta _ OFFSET; 28.80 LT a FF T: 29.841T EXISrfNG /W - 111E
- C~~~-- 3H0- - 3H0- - t~0- - 3H - - - 3 - Ir, - EXISTING EDGE + ro ® O 3014 0 oM ' i• o NO ROAD WIDENING
T 1 MLLE PE W o N OFPAVEMEN-UFOZ_FO-------ro ~ ----FO-._----F -°---°FO --G~.~-FO------FG p _ M d ~ M ' STA 29+77.11, MATCH I"I _ e + s M ~ ` _ ~ y ® TO EXIST EOP ~~'1
~ -18 LF ~ n + + N 'i
- - - - - ~ 18 RCP f f ~ - - - 1- I -r N n
INV=309.34 ~ ~ t ~
- - _-._.d.~.._-.--®-® EXIST INV=30~ -.~-..._-®-~.n.. - 54 RCP -EXIST INV=303.55 SEE NOTE 6 54 RCP ~ ~ _ _ d ~ ~ EOP ~ ~ ~ r
- o VJ F _ EXI INV=303,74 INV=303,74' F
~ 54" CP - a - _ - ~ - ~ - - ~ - o - - - - CP _ y
EXISTING R W - r ri CB-19 PREFORMED SCOUR HOLE w~ , ~ ~ EXISF(NG R/W ~ - I~~~~ EXISTING EDGE
I~'' a a r7 A 5+25 LT ~ EXIST. r~H ~ ~7 ~ M ST 2 (SEE SHEET 4 FOR DETAIL) Rih~: 310.42 , . 1~ EXISTING R W + ~ TOC=313.02 M ~ ~ N INV. IN=301.2 OF PAVEMENT
N - + ~ a INV IN-309.80 _ ~ , tir a < CB 15 iNV. OUT=30 .S EXIST INV=303.15 ' _ _ I: 'INV=303.15' OHPL - - pP
cv Q INV. OUT=309,80 STA 26+70 LT XI TING EDGE ~ _ S4" RCP 2CP P/ P
I E S ~ rn TOC-311,94 OF PAVEMENT N ~ z INV=303.99 EXIST INV=303.09 rl INV=303.09' /
[i ~ ? a (TIE INTO 54" RCP CP
I z a ~i ASELINE a EXISTING CULVERT} ROAD WIDENING B ~
RELOCATE EXISTING / ~
POWER POLE AND
OVERHEAD POWER LINES I"
~ EXTEND EXISI1NG TWIN 54 RCP CULVERTS ~I 30 LF WITH PIPE COLLARS AND CONSTRUCT f
I, NCDOT STD. 838,01 CONCRETE ENDWALL
~I 0
'~h 0
p;' I1,

o t,
Fn~ineerint; ~ Planning Fees Paid
'
Yes No Comments Infrastnrcutre z
Fees
Yes No Comments
Town EngineerlFlannin~ Director Disclaimer Acreage Fees ~ Town inspector Disclaimer W.
I" i~ Should the Town Engineer or Planning Director fail to Construetiom Requirements Capacity Yes No Comments !d ~
nce of the Engineer or Ins ctor at the work stte ~ The prese b ~ identify that the Owner(Developerbas not addressed the Replacement
i' shall in no way lessen the Owner's responsibility for Fees a Tans ands ecifications. Should the Town continents, or that the Plans and Specifications are not All public and private work including but not hmited to ~ ~ ~
conformtty wrth th p P in com Rance with Tawn Ordinances or Standards, whether ~I Engmeer or Inspector prior to, during, or after construction p watennains, water services, samtary sewers, sanitary sewer I'; ~
'l~ re'eet materials or work that does not from lack of discovery or for auy other reason, it shall in no fail to identify or , ~ ereof services, storm sewers, drainage systems, roads, sidewalks,
~ way relieve the OwnerlDeveloper of then oblibation th , - conform with the plans and specifications, whether from lack parkmg lots, site grading and landscapuig shall be constructed nor obli7ate the Town to correct such errors or omissions. W
of discovery or for airy other reason, it shall in no way ° ~ w ~ eer or in accordance with the Town Standards. No deviations from O~i'Il a ~°£3CII~i~']lYe Execution of thrs construction plat by the Revie Enbm r De elo er's submitted Tans will be allowed unless T p GRAPHIC SCALE
prevent later rejection and correction of the unsatisfactory own of Morrisville in no wa limits the the Owne 1 v p p 1~; J
materials or work when discovered. 'I'bis is also true if the Planner for the T y written approval from the Town is received. All Public and and is currend be' maintained by responsibility of the Owner and Engineer of Record with Private Easements shall be recorded prior to final acceptance ~o o ao ~o ea iao
~Ii work has been accepted Y ~ regard to com fiance wiht all Federal, State, and local the Town. The Owner shall be responsible for correction of s p by the Town.
~l that does not conform to the Tans and specifications. standards, regulations and for conditions. dte all work P .~I. .'If ~i I
f~ ,i~ ( iN FEET } s'`i
ri 1 inch = 40 ft,
0 ogre: PROJECT; ~
CLIENT; ?tnu'tfr ®®0~ G ~o®/ 11-17-03 1
PREPARED IN THE OFFICE OF; f-°------ - - B ® ~y(//~ i [ t HORIZONTAL SCALE: I '
I' ~ i~~ f ~ _ I~ kr , f ~ ~ ~
.a :__..'~/~'%.e9j 2 VERTICAL SCALE:
1 ® 0 B a® 0 e o 0 0 o e° N A v
DRAWN BY: /,,`,,I,, E
TITLE; u' ! r ~ cl r h,' it ltn5~01 r 7,!1f MOs
Aj. ' DATE; DRAWN BY; CHECKED BY, pr ' REVISION: and REV. No.. Id Y DESIGNED BY:
ment of service, is intended onl for the specific purpose and client for which it was prepared. Reuse t _ This document, together with the concepts and designs presented herein, as an inst u y In shall be without liability to Kimle -Horn and Associates, Inc. ~ ~f R ~C-1~ N CAA UNA 27 SHEET NUMBER: O pp ` !0 ®DO ED ATTACHED REF RENCE FILES: JO~ B NUMBER: DE CHECKED BY U \011886001\MASTER\86001_801
of and improper reliance on this document without written authorization and adaptation by Kimley Horn and Associates, a. y Y s A: 919, 677-2= ~ " PHONE- (SJ~) 677-2CO0 I SEAL; ~ BTE u, olleesoot MASTS _6001-B02 11
Copyright Kimley-Horn and Associates, Inc., 2003

- _,._T.~__~_T.. ____~___r___-_ , _ ~ ~ ~-T..,m, e____ _
Town Inspector)ai er Town En ° ~r/Planning)airector Discler Construction Requireonents
` L
Should the Town En ' or Plannin Director fail rA The presence of the Engineer or Inspector at the work site 1P°~' g All public and private work including but not limited to ,1
shall in no way lessen the Owner's responsibility for identifythatthe (hrnter'/Developer has not addressed the waterrnains, water serrices, sanitary sewers, sanitary sewer I ~ `
I N ACCORDANCE WITH THE TOWN OF M ORRi SVI LLE 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, 1, ALL CONSTRUCTION SHALL BE Engineer or Inspector prior to, during, or after construction in compliance with Town Ordinances of Standards, whether P~'~g lots, site grading and landscaping shall be canst<ucted tj!\
AND/OR NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. faiitoidentifyorrejectmaterialsorwarkthatdoesnot from lackofdiscoveryorforanyotherreason,itshatlinno in accordance with the Town Standards. No deviations from I ~ ~ ~ I Vii, 4
conform with the plans and specifications, whether frorii lack way relieve the OwnedDeveloper of their obligation thereof, the Owner/Developer's submitted plans will be allowed unless 2. SEE SHEETS 4 AN D 5 FOR STANDARDS, SPECIFICATIONS AND DETAILS, of diswvery or for any other reason, it shall in no way nor obligate the Town w coma such errors or omissions. approval from the Town is received. All Public and 1 I ~ 1
prevent later rejection sad correction of the unsatisfactory Execution of this constriction plat by the Review Engineer or private Easements shall be recorded prior to final acceptance ~ ~ ~ ~ ~ i ~ ~ ( ,1 L. . j
A UUIDENING PLAN SHEETS FOR, STORM SEWER INFORMATION, materials or work when discovered. This is alsotrreifthe Planner for the Town of Morrisville in no way limits the by the Town, 3. SEE RO D work has been accepted and is cmrentty being maintained by responsibility of the Owner and Engineer of Record with
the Town. The Owner shall be responsf ble for comctioa of reganl to complia~e wiht all Federal, State, and local I ~ `
4. REFER TO THE STORMWATER AND EROSION CONTROL CALCULATIONS FOR DETAILED all workdiatdoesnotconfotmtotheplansandspeeifications. standanls,regulationsandlorcondidons, ,
STORMWATER DESIGN INFORMATION. a I~ 1 ~ I ~ i ~ ~ ~ _ _ _ f I r ~ l ~ r i~
5. THIS SITE IS LOCATED IN THE NEUSE RIVER BASIN. I I
6. CONTRACTOR TO MAINTAIN TEMPORARY EROSION CONTROL MEASURES AS ~ ~ I ~ l ~ i. t ! i ~ / i ~
APPROPRIATE DURING CONSTRUC110N TO PREVENT SEDIMENT-LADEN RUNOFF FROM
LEAVING THE SITE. i ~ j t ~1 ~ ~ ~ ~ t ~ j ~ i / r - - - - - i ~ ~ ~ i
E 7, TOTAL DISTURBED AREA = 4.0 ACRES.
r. f ~ I
~ , ~ ~ 1 i ~ ~ " ~ c~ ~ _ _ - - r l j i t i
I`~' a ~ ~ ~ J FERRELL LAND COMPANY LLC I,
ti- ~ JOHN J. MITCHELL DB 7271 PG 126 ~i I
Encineering & Plannin¢ Fees Paid U' DB 6074 PG 474 ~ ~ i ~ i ~ fj l ~ ~ ~ - - _ _ - , . ~ - ~ i
Yes No Comments ~ f ~ ~ CONSTRUCT TEMPORARY ROCK I~ r~ ~ Infrasttucutre ~ t1; J ~ SILT CHECK TYPE ~A' ;
Fey ~ ~ Q 50' FROM OUTLET ' ~ ~ ~ t ~ , ~ - _ ~ ~ ~ _ , ~ ~ ~ ~ 1. i I J--.~.
' ~ U ti U NCDOT STD 1633,01 ~ ~ Yes No Comments _ w ~ ~ ~i _ , - - _ ~
t Acreage Fees O U i i ' LOT 3 ~ Q r ~ ~
~ ~ ~ I ~ O t ~ a Q ~ STA; 23+06.39 ; _ I _ r Oj U ~ ~7A; X2+96!57 ~ 1,861 ACRES _ esn
ci Yes No Comments P tY f~lJ . R FFSET~ 15,94 R/ i ~ ~ _ , ~ o - / ff i,a i i
Replacement U ~ OFFSET: 161.84 R k; ~ t Fees ~O ' I r L. ~
E,, ~ i ~ ~ ~ ; , ~ R1P SAP APRON ~ _ " _ ~ ~ ~ r-~ , _ ~ ~s z~ ~ I 3'L x 6'W x T2 ~ - _ _ _ ~ - - ~ -
P I ~ ' ~ , `J THICK CLASS "B" ~ ` ROCK INLH' ~`EDIMENT ~ / 'J ..-I,' - . . _ i
_ i F I F ~ STONE RIP RAP ~ - .TRA>5 TYPE 'C', TYP, , ~ -
f J.~ I I s~ Town Representa~ve I I St ~ ,APRON ON FILTER ~ , (NCDOT STD. - - ~ ' _ - ~ i FABRIC' REMOVE E~(I~ fING ~ ~ ' ~
N N TEMPORARY ROCK SILT , ~ +34.73 -L~ ~n ;I ~ CHECK TYPE A', TYP. i I (NCDOT-U4Q26) I, ~
~ NCDOT STD. 1633.01 b ~ _ 90 ~jor ~ ) ~ ( ~ 4Q26) ~ ~ ~~g- _ _ _ _ ' 5TOR~-PIPE, TYF~ % ~ , b SLOPE STAKE' ~ ri _ - ~ ~ ~ ~ ~
i! R., t bate ~ ~ ~ ' I ~ ~ R~, ~ LINE, TYP, - _ _ ~ ! _ -
-t 34 7,, !~j NCDOT-U4Q26 ~ ~ ~ I 1 ~ - _ ~ - fib(, _ - ~ ~ - / \ r-- i I ~ ~ ~ ~ ~ ~
_ _ _ - , r SILT FENCE, TYP. _ _ , ~ ~ ~
J. _ _ - ~ _ ~ STA; 23+2 .66 ; ~ _ ~ I _ j . _ i 00 ~ OFFSET; 67.0 R i ~ _ _ _ ~22+00 _ _ ~20#-80- i ~r 19+00 18 ~
<; ~ 24+ 25+00 , l ( i , - 36 ~
LIMITS OF DISTURBANCE, TYP. - ~ , ~ ~ ~ 1 '1 200 ~ ~ ~ 'I STA: 23+78.73 \ ~ ~
_ 1 ~ rv ~ / ~ ~ I , OFFSET: 145. R ~ 85' ~ 1 .,-_.._-.._....~u..~.~_r - ~i _ - -.f? ~ .rte a 1 .
00.67 -L- ,.2~k0 / ~,r / ~ 1 ._r--,~.t~.~.--~.TtIE 'PCB ~ : ~ ~
(NCDOT-04026) - ' ' ~ / ~ / ~ ~ ! ~ -
EXI,~jjNG RI,cV!
° _ ~ P ~ Q0 ~0~' ,BOO STA; 21+39 41~ ~ J ~ l9CE ' r 'F = ~ ~ - - - - ~ _
28 , . r _ r a J F oFF~ET. a~S.DO R ~ ~ - - - . - - . _JI,_. _ _ _ ~ _ ~ _ _
.w ~ _ ~ _ 6 ~ 1613 ~ u ~ ~ ~ r . ~ ~ ~
- °
- - STA; 28+11,43 ~ ~ - - _ - ' - ~ ~ ~ i ~ / I ~ ~
100' ~ ~ OFFSET; 18.89 - - - . - ,J _ s ~ ~ ®e ~ _ -~I
_ _ - - _ _ - NOD / ; . ~ _ . ' _ _
1 - ~ ~ ° - - - ~ -R~p~r--- - ~ .o. ...~.o.~. m°~ Ore 1
~ ° s r r _ ~ .:~''"•i' • _ EXISTING ~W L .,T ~ ~ J - . _ d -e r / EXISI7NG Rf'A'i _ / ~ IA.I . ~ / - ~~}~7
J / ~ / f( ~ i~ ~ j,
/ / ~ ~ ~ , ~r ~ ~ _ - ~ ~ 1,
~ , y _ - ~ ~ ~ ' ~ ~ ~ I 1 i \ / _ J, _ ~ ~ I ; - _ ~ j i I
a / / / / r
i ~ ~ - / i ~ r I
f- i ~ ~ - / ~ / i
jl Yd ~ f ~ / fir` F ? , / r r' ~ 70 , / ~ / ~ r % / f
I +34.73 -L- i - , - - - s , / /r~ , ®i ~ / ~ / ` I ~ ` {NCDOT-U4G26)I
~ s!~ / / / / - ~ i ~ ~ ' i _ r
I,1 ~i ri, / / / / / ~ / / I / / f _ _ _ _ / / i , ~ / ~ _ _ ~ /7U ~ ~ ~ ~ ~ BILLY H. & LMA ; ~ ~ ~ _ , ' / ~ { ~ '
_ , _ _ ~ 1 SAUL~ ~ /DANNY E. & PATRICIA R. ~ ~ ~ ~ IDA WI~.LIikMS MILLS ~ DB 28,7 PG 466 i ~ i
r i .gi~ ~s ~ ~ ~ / ~ +J~r..... / / / ~ / / ~ i i,~ ~ - / ~ , ~ (NCDOT-04026} / i BILLY H, & WILMA BLACKBURN DB 2577 PG 346
i / ~ / ~ ~ ~ / ~ i r ~ , - , DB 287$ PG 466 DB 5190 PG 302
.r ,,,';f . ,,r,3 / ~ ~ j t f ~ ?9.85' _ _ / i
r / r / ~i~ ,r'~~' / / I ' l ( ~ +60.67 -L--
~r / r ~ ° ;z i % ~ , SRI {NCDOT-u~o2n~ ; ~ ~ ~ ~ ~ ~S~N _ - - ~ ~ E
~ 1 ~ , ~ _ _ _
< 1 d _ ' ~ / - ~
o i
~ i~ ~ / , t : ~ t ` o
/ / i~ f =o ~ Z
` , 93.18' - / ~ +54 -Y2- ~ ~ u~
~I' / ~ 'NCDOT-04026) r V'
r 0~ ~ ~ r
_ ~
~ 30.40 m s`
+OD -Y2- 10285' ~ ~ {NCDOT-04026) z
I +64.12 -L- v N I ~ i ~
_ 4 SIN j (NCDOT U ,026) ~ i;; ~ ~ f ~ ~
e 0
J ~ m j ~
Y~ R' W
~L PG 250 DB 3189
29.6E it i" +00 -Y2- ~ BARNES ~ I ~
(NCDOT-'J4026} ~ MELUIN D, NANCY T. 3
8stiON
! ~oa f+' 06 ~ i ~
4 ";i Ii ~ W
lia GRAPHIC SCALE
I~;1 J 40 0 20 ~ 180

i
ij ( IN FEET) CC Y inch = 40 f't ~

DATE:
. CLIENT; y PREPARED IN THE OFFICE OF; ®~®®,,ta~~u'tttiB~is 11-17-D3 PROJECT;
~ i ~ ~ FMt~ t i- a d i 2. I~ ~ , ~oe~ ~ ~ HORIZONTAL SCAB E: I ~ O '
~ VERTICAL SCLE:

N/A nr
250 MORRISVILLE NORTH CAROL
tes ai u REV. No.: REVISION: DATE: DRAWN BY; CHECKED BY: TITLE; ~ \ i issocia rC o DRAWN BY: DAVIS -,'-~RIVE
J This 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 ® G G`a • • ® DESIGNED BY: BTE ~:HECKED BY: ATTACHED REFERENCE FILES: SOB NUMBER: SHEET NUMB: A O
of and improper reliance on this document without written authorization and Kimley-Horn and Associates Inc. shall be without liability to KimleY-Ham and Associates, Inc. P.®, e~ tr~'~~ - t'1~~~, NmTH '~ARou~ m3e- i1 adaptation by r--
E- -2GM FAX- ) 0-77-2 Copyright Kimley-Horn and Associates, Inc„ 2003 - SEAS ®~0"nim'4 l ` BTE_ U ~o1~O1 1886001\MASTER\86001 18e6001\M~ ASMR\86007802 __u 011886001 of _

. ~ m T ~
T T - - - ,I_ _ -
,I
;i (y
it
9 it
I'
CORDANCE WITH THE TOWN OF MORRISVILLE ~ / " 1/ ~ r = .
1, ALL CONSTRUCTION SHALL BE IN AC ~ ~ / T TANDAROS SPECIFICATIONS AND DETAILS. ~ 1 I
ANO/OR NCDO S i \ ~ ~
1.; ~ i ( / 2, SEE SHEETS 4 AND 5 FOR STANDARDS, SPECIFICATIONS AND DETAILS, , ~ / /
r--'''~`l/ ~ \ ~ ~ l
I T RM SEWER INFORMATION, ~ ~ _ . ' P AN SHEETS FORS 0 ~~J ~ , ~ 3, SEE ROAD WIDENING L ~ / _ ~ ~ i . ~ ~ ~
ALCULATIONS FOR DETAILED ~ / ~ ~ , - - - - - _ \ \ r~
4. REFER TO THE STORMWATER AND EROSION CONTROL C f~ -f' ( / = , ~ i / STORMWATER DESIGN INFORMATION,
~ ' \ / ~
5, THIS SITE IS LOCATED IN THE NEUSE RIVER BASIN. - _ _ ( , ~ i % , r t~ v - 1 j ~ r 'I
ti ~ ~ \ ~ 1r° >
CONTRACTOR TO MAINTAIN TEMPORARY EROSION CONTROL MEASURES AS ` ~ ) - / ~ NT SEDIMENT-LADEN RUNOFF FROM - 1.. / s
APPROPRIATE DURING CONSTRUCTION TO PREVE LEAVING THE SITE, /
/ t ' / / ~ / , ~ ~ t l j 1 J/ ~ j ~ \ ~
~i TOTAL DISTURBED AREA = 4.0 ACRES. ~ - , j,l j 1; I`II
_ _ - ~ ~ ~ j i - ~ % \ ~ j ~ ~ i ~ r'
l ~ j l / / ~ l'' 1 / iI ~ ~ ~
' ( - _ 1 i
E!~~ - _ _ _ ' ~ a ~ r - - ~
~ l l0/ ~ / vC~~ / j ~ / /
F - _ i
_ , - - - / j
r ~ l
f _ ~ r l/~ j~ ~ ~ j i f~
- , i' ~ ~
i 1. j i- I
( /
~ I
' ~ ~ / , . I ~
- / / /
a ~ ~ ~ ~ ' / / iii _ _ - ~ ~ / / ~ / ~ ~ 1 ~ / /LOT 2 ~3 j
~ _ _ 1 ( j , / , / 2.i5v ACRES
_ - ~ f , ~ ~ 1 ; i /
; _ r
.r ~ i 1 f / , '
i-S~ _ ~ / ~ .a I ) / / i ( ~ ~ /a/~/ / ~ ' / ~ ~
~ / ~ / l r ( o i ~ ~ ~
f~~ ~ r / ~ - ' I ~ ~ / ~ / ~ l / i / ~ ~ ~ i i ~ v ~ ~ i / ~ j j % j~1 J / ~ ~ i / ~ / j / j / j j j ~ i ~ ~ i ~ l
LIMITS DISTUR A1dC{:, << ROC INLET SEDIMENT / ~ ~ / ~ i i _ ~ ~ - ~I TRAQ TYPE C , TYP. / r / _ /
NC~OT STD, 1632.0 w P P~OSEO ROW / , ~ L _ ~ , ~ ~ l f l {j ! j ~ R(P RAP APRONI 4 ~
~ ~ / i / / ~ ~ i / / / + i / SLOPE STAKE i / ~ ~ ` _ - ~ / j ~ ~'L x 8')~ x 12'~ THICK o o=z~
-l 1 EXISTING / ~ ~ i , / t ` LINE, TYP, / / / i 1 RIGHT OF W Y ~ / ~ / t;..' ~ ~ ~ / ~ i EXITING EDP" / ~ r- . ~ ~ ~ /CLASS '~B STONE RIP N ~ ~ j` RAP {APRON 9N FlLTER
~ ~ REMOVE EXISTING F / ~ / i / ,l CB-6 / tt~~, / t i
r ~ STORM PIPE, TYP. / / /
' / 1'x+00 ~ 16+A"0 / ~ 15+ ryti/ ) \~t~.,, i 3+0 , , / ~ 12,00 / / 00 r i / i ~ ~ ' ~ ~ INV,= 333. ~ ~ ~ / / ' CONfiRACTOR TO GRADE OUTLET
, ti ~ ' ~ / ~ to i / ~ \ f .f~ ~ ~ ~~r ~1 ~ ~ ~ ~ ~ F ~ ~ / _ f w. ,3~.. z, ~ ~ N~F00 _ ~ - ~ ~ ~ T ~ ALLOW FOR RIP RAP APROP"i F ~ ~ i ~ ~ / ~ ~ q~NO TIE INTO EXISTING DITCH "t4
0 ~ ~ ;N - { ~ ~ + ...q. ~Y' ~ ~ .-'4'}. ? N JR - '^trav ~,'M'~a .y,( . IJ Y.~:;, i. n(' / .e.L \ -I • _ _ ?
`-7`_ i F - F __-_'__-i-.-. ~ _ _ - _ ~ ~ ~ ~ ~ ! " f ~ Gi3f2 ~ `Y ~ `'t 1r /PROVIDE/ POSITIVE DRAINAGE.
_ - _ _ ~ _ - - _
_ _ ~i
~ _ - - - - - _ - ~ ~ - y--~~== - - - r _ _ " - „
~ _ ~ u ,
I ` ~ ~ \ 1 ~ -~:tw4 '^~4rinTL-' SLR-,:~ ~iSr%~'r;~` +d~ -+n'.:.is~ "~`r;a-' ~,~`2.2r'c ~c : ~ ~ ~ ~ A
. _ ~ A ~ ~ ~ DA S ORP 1 fit ~ ~ ~ , ~
/ / ~ ~
~ % / / ~ / % ~ i 1
- / ~ I _ 1. ~ ~ ~ - _ - f
C3 - - -
1. i
/ / / i / ~ / / - _ - / / / / / ~ l ~ ~ ~ 1 J~ wy. wry i
/ / / / / / , / / / ~ ! _ ~ - ~ ~,0 / , ~ I'?I~ i / / i
~ ~ ~ l , l / / ~ i ~ ~
/ 1 ~ ~ o
/ _ w .
$/1 / / / _ . _ _ ~ l - _ _ . ~ - . _ , ~ .Jt
t~,l f l ~ i f ~ ~ / / / 1 i II - _ ~ i ~ ~ ~ ~ / ~ e ~ ~ ; ~ ~ / ,SCOPE STAKE"LIr:(E,^ TYP, i ~ ` ~ i : O o~ l
1 i t ~ ~ / / O ~ ! , ~ s~ ~ ~ r
/ j ~ ~ V ~ \ \ ~ ~ i'
f~ i ~ I ~ ' - - _ . ` e ~Af'vlAE~el-E R~W~ ~ ~ ~ \ CrALE' 4r / ~ ~
~ \ \ . - ; i j . ~ `N6DQT RIW MAP ~ i ~ ~ A. A AGER TEMPORARY ROCK SILT ~ - 1 ~ ~ ~ 1
CT N0, 6,$04749 ~ ~ ~ PROJE ~ i , DB 2545 PG 30 - ~ f ^ j' ~ j / r'~ ~ CHECI(~TYPE 'A' o ~ `
f,, SHEETS 31 AND 33 ~ r:~ i- - ~ ~ (NC~00T STD. 1633.01) ~ ~ / ~ ~ f J ~ / / r ~ / - ~
'
/1' ! l ~ ~ ~ ~ J t l ~ ~ y i~ ~ / / l '
L .at V _ I N t ~ ~ ~ ~ h ~ 1
En~ineerana & Plannins l ees Paid ~ ~ ~ - ; i ~ ~
ector IDisclaitner Town Engineer/Planning Director Disclaimer Construction ture~nents ' ~ ~ 1`~' G' Town Insp ~ Yes No Comments ' L ~ ~t ~ Q ~ ~ ~1
shucutre \w ~ I ~ ~ ~~~j~,
r Plannin Director fail to Fees /j The resence of the Engineer or Inspector at the work site Should the Town Engineer o g All public and private work inchiding but not limited tc ~ ~ . i
p idenh That the OwneriDevelo has not addressed the 1/ r I shall in no way lessen the Owner's responsibility for ~ watermains, water services, sanitary sewers, sanitary sewer Yes No Comments Town comments, or that the Plans and Specifications are not ~ services stone sewers drains a stems, roads, sidewalks, Acre a Fees \ l,'/ ! ~ 4 I conformity with the plans and specificcaations, Should the whether g sY ~ ~ ~
for rior to dorm or after construction in compliance with Town Oidmazices or Standazds, pazking lots, site grading and landscaping shall be constructed ~ Engineer or Teepee p g, ~ ~ ~ ~
' ~ fail to idea ' or reject materials or work that does not from lack of discovery or for any other reason, it shall in no m accordance with the Town Standazds, No deviations from ~ t I tiry Capacity Yes No Comments /
v conform with the lens and specifications, whether from lack way relievethe Owner/Developer of their obligation thereoli the OwnerCDevelopet's submitted plans will be allowed unless Replacement ~ , J p or obli ate the Town to correct such errors or omissions. ~
- ;I of discovery or for any other reason, it shall in no way n g written approval from the Town is received, All Public and Fees ' ~ ~ ~ j + ~ I la r 'on and correction of the unsatisfacto Execution of this construction plat by the Review Engineer or Pnvate Easements shall be recorded price to final acceptance i ! ~ i ~ t prevent to re~eGti ry / , ~ /
r This is also true if the Planner for the Town of Momsviie in no way limits the by the Town, ~ materials or work when discove ed, / I / G "j k been acce red and is currentl bein maintained by responsibility of the Owner and Engineer of Record with I` ~ i j' ~ W
wor has p Y g i ~ fw . . ~ ~ GRAPHIC SCALE
„ i' the Town. The Owner shall be responsible far correction of regard to compliance wiht all Federal, Scats, and local 7' ll ork that does not conform to the lens and specifications, sty regulationsand /or conditions. a w P TO~tI R6 PBSCII~a$6Ve .,r '~'9 \ J
A 1 a, ~ , ao o ~o ao sn Leo / / ~ ~ , r ;
-
_~.~~t _
'I Date L,' ( IN FEET)
i i anoh = 40 Yt,
. ~ i.~
CLIENT; DATE:
PR PAR D IN THE OFFICE OF; E E - ~ ~ ~'i~t~ ®®®e1e1I~~18jr®s>®® 11-17-03 PROJECT; ~ ~ doe ~ HQRiZONTAL SCALE: ~ q
! ~~f r'~ I i , Kali ! ~.®1~~ ~ 0 . o f
d
I ® d owe 5 a a• ~ VtH CN ~A t: P
TITLE: - ® 2 DRAWNMOS ® 11
l DATE: DRAWN BY: CHECKED BY: IncM REV. No.: REVISION: diP~ k? - , . 4~ RTH IyI1~ €i _ I u f' 19~~®° DESIGNED BY:
This 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 of and improper ~ ~Z! , 27MON 3068 - BTE A n r---s ~ ~ 0 ATTACHED REFERENCE FISES: JOB NUMBER: SHEET NUMBER: UfI11EO1~o0Ao CHECKED BY: u: \011886001\MASIER\86001-001 O
ianceon 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 ~~-®x PG^iLmEI~..'~ NORTH C T . 4~~i! ) JP% c, = s a° ~1'U~ / -20CO, ~~C, ~E~ 4999) 677-2C,770 SEAL l BTE U, 011886001 MASTER 8600102 011886001 of
Copyright Kimley-Horn and Associates, Inc., 2003 PH_

~ ~ T_ ~ _r~__-__,___,_._ _ -
t.
'I ,t, ~I;~
I'' 1 i~
~ ACCORDANCE WITH THE TOWN OF MORRISVILLE
1=! 1. ALL CONSTRUCTION SHALL BE IN T STANDARDS, SPECIFICATIONS AND DETAILS.
AND/OR NCDO ~r~
I`' FOR STANDARDS, SPECIFICATIONS AND DETAILS. I 2, SEE SHEETS 4 ANO 5 ~I
i ~'i
PAN SHEETS FOR STORM SEWER INFORMATION, 3. SEE ROAD WIDENING L ii;i
ROSION CONTROL CALCULATIONS FOR DETAILED ,
4. REFER TO THE STORMWATER AND E ~ ` ~ c t N INFORMATION. _ I -
STORMWATER DESIG / ` 1' t . / ~ ; , ~I 4 \
IN THE NEUSE RIVER BASIN. ~ _ _ 1 1 tl 5, THIS SITE IS LOCATED ~ ~'ti
I''~ MEASURES AS l
E! N TEMPORARY EROSION CONTROL _ AINTAI . - TRTOM CONTRAC 0 F FROM t ~ ~ 6' RUCTION TO PREVENT SEDIMENT-LADEN RUNOF ~ ~ ~ ~ 1 ~ , l i
i_,, APPROPRIATE DURING CONST ! ` ' ~ r ~ III ~ ~ i ~ e~~l~
It'? LEAVING THE SITE. ~ r y
TOTAL DISTURBED AREA - 4.0 ACRES, 7. ~ , / ~ l ~ ti
' , i ~ C~ ~ / i i s f
~ ~ _ ~ t i ~ to ~ j I, A I
~ l
1 ~ ra. 1 _ y ~ ~ - - _ ~ i ~ ,r / I 1 ~ ~ 1 ~ ~ t ~-C . ~ ,
~~t 1 l
r ~ I ~ ~
v ~ ~ ~ ~ , t. ~ / ~ '7
1 r;
~ J
+ ~ _ ~ . r ~ 1 i ~ \ ~ f / ~ i ~ ~ i ! l/~ / 1
~
~ _ " ~ ~ r: _ _ / ti - ~ ~ ~ ~
t, v vv ~ r ~ ~ / ~ ~ / ~ , I
~ \ ~ ~ 1. \ ~ ~ r ~ ® \ ~ J t
A ~ ~ ~ ~ 1 ~1 11 i _i / ~ ~j
- - - ' LIMIjrS OF pISTURBANCE, TiIP, / ~ ~ _ - . gEPE~AKE ` ~ ~ lr
_ ( ' f i ~ ~ ROCK INLET~~SEDIMENT ~ I
~ v ~ 3g ~ ~ ~ ~ ~ '~,r, ~ i ~ 1
/ V ~ 0 ~ ~ '1 1 ~ V ~~~v 'A o ; R MQ EXISTING \ ~ _ 1 v ,-f t \ ~ _ ~ - ` ` " ~ ~ ~ ~ ~ :yN+~ ~ ~ \ . , ~ ' STORM PIPE, TYP. ~1QVE EXISTING PROPOSED C&G ~ l I / TRAP TYPE ~C~, TYP. _ ~ ~ = ~ )RM P(PE, TYP. - - ` ~ ! ~ ~ , ~ / (NCDOT Sri'D, 1632.03 i ® ~ ; `
a i _ ~ - ~ ~ i. ~ i i 1 ~ ~ ~ ~ ~ ~ _ i
~ i r ~ \ ' w~ ~ , _ EXISTING ~ - x`~ ~ Y 1 1 I i C ~ ~ _ ~ ~ 1 _ _ C _ _ _ . CHI ~ _ . _ _ . f. _ _ _ 17±Ot _
i ' ~ 1 ~+~0 1 8+85 2l~+00 10+00 ~ 11+00 ~ i~2+00 V93+00 ~ 1 j _ 14~h00 , A ~ v r: 1~"~` ~ 3; • , ~ ~~w- C
t ~ ` j \ 1_ ~ ~ ~ _ ~ ~
vi.._ ~X1~TIbtu = j--~--T•.. - ~ ~ / ~ - - 11~ r,. - ~ ~ ~ f a
J1J1 ( / ; ~ \ M`.nY ~ / ' 6~2 - gym.,. /~p_22
' ` . - ~ Y _ ~ _ ~ • _ _
a _ _ ' / i r ~y " ~"`~.ei :'ir-`ts^ *~r `,'3-tom.. r~. M~s"~,5' _ F _ ~ _ ~ - ~ _
I.{ ~ 1 ~ 11 - IJ < ` ~ ~ ~ ~E ROAD t 14~ ~ ~ ~ \ I
4444 \ ~t ~ - ~t \ v ,~----I s
,a ~ / r 1 C ! . ,..r ~ ~ i
~7 ""-------'-_"'-°v---~-~...._ ~`"~`3?1>w."~`~tis'~~'~""~ :+i . ,.~,1"'i.~ - ~ , ~ '~~r~'.=- -.6'~°~ :P --a~, -°4~7~'- P~'°~`bi" 'yg'^°° ~ - _
_ - 't'om-~.8--t~E -:s ~ a--i'~~' "~a.
1
~~-i R/1k MON. _ r-- - _ _ _ _ ~ - ~ ~ _ _ - - - / - ~
rr"_iP ~~L;;: i!{j[~',-"~ s'~`r G;.~~ t- -.~JJ'-_ ~i4r !'s R/WMODi` _ ,;4}sl F , R/w \ ~ - ~ ~ ~ pis fir' , ~ i ~ ~ ~ ~ / ~ ~ i
- ~ ~ / / / 1 f:~;
I:I SILT FENCE, TYP. ! ' ~~;,th'4i' ~ TEMPORAI~Y~RQCK SIL ~ . ~ i ~ ~ - ; ~ ~
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Fees U
Should the Town Engineer or Flannirrg Director fail to Ail public and private work including but not limited to ;,I The presence of the Engineer or Inspector at the work site entif that the Owner3Developerlias not addressedthe waterma¢rs, water services, sanitary sewers, sanitary sewer Yes No Comments
lessen the Owner's responsibility for rd y shall ht noway Tawn comments, or tha`the Plans and Specifications are not services, stone sewers, drainage systems, roads, sidewalks, Acreage Fees ~'1 w ~
conformity with the plans and specifications. Should the ~ r„ompliance with Town Ordinances or Standards, whether parkhtg lots, site fading and landscaping shall be consmkted d
Engineer or Inspector prior to, during, or after construction or for an other reason, it shall in no or ance with the Town Standards. No deviations from Ca aci Yes No Comments =1 b ork that does not from lack of dtscovery Y m acc d p ry
fail to identify or reject materials or w way relieve the OwnerrDeveloper of their obligation thereof, the OwnertDeveloper's submitted plans will be allowed unless Replacemerrt I. i conform with the plans and specifications, whether from lack or obli gate the Town to correct such errors or omissions. written a royal from the Town is received. All Public and Fees ~ ~"~i ~
~ n b PP i' ~ of discovery or for any other reason, it shall in no way Execution of this construction plat by the Review Engineer or private Easements shall be recorded prior to final acceptance i,
~:ii revent later rejection and correction of the unsatisfactory ~ p Planner for the Town of Morrisville in no way limits the by die Town. iW
~'''I materials or work when discovered. This is also true if the res onsibili of the Owner and F,ngmeer of Record with GRAPHIC SCALE J
~>i been acce ted and >s currently being maintained by P tY I; . work has P regazd to compliance wiht all Federal, State, and local
the Town. The Owner shalt be responsible for correction of ds remilations and (or conditions. standar b Tom Re resentative snot conform to the laps and specifications. ~ all work that doe P ~o o z~ ao so Aso ! ii

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I':<! r , ~ Date ( [N FEET } ~
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DRAWN BY;A O NORTH i !
f TITLE, e a 2+ e MOs ' z R R I S I L L E ® C Y liz C E G lt4'° O DESIGNED BY:
DRAWN BY: CHECKED BY: ~~1 ssocia
DATE: REV. No.. REVISION: BTE ® a 1 f 1 r y D CHECKED BY: ATTACHED REF \MAS' FILES: JOB NUMBER: SHEET NUMBER;
the onee is and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for Which it was prepared. Reuse E NORTH 27636-3068 ether with document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. COX 33068 to This document, OF)) 6~ ~ ; ; ® irtrn t+, ` u; \011886001 MAS-ER 8600101 011886001 of Y j Ll. sEAL:: BTE u, on88soo1MASER ssoo1~oz A
of and improper reliance an this d ~r ---~^^^'_~_...•---r-^'.~n^-^^'^~-~->^--r--'^^~'.'..f'..T.--r.-'ma'r '
Copyright Kimle-Horn and Associates, Inc., 2003 PHONE- ~ ~

, Tom. _ ,--r
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A WITH THE TOWN OF MORRISVILLE 1. ALL CONSTRUCTION SHALL BE IN ACCORD NCE
ARDS SPECIFICATIONS AND DETAILS. AND/OR NCDOT STAND , r,l

EE SHEETS 4 AND 5 FOR STANDARDS, SPECIFICATIONS AND DETAILS. 2, S
,I
3. SEE ROAD WIDENING PLAN SHEETS FOR STORM SEWER INFORMATION. ,a I
F R DETAILED ~;I 4. REFER TO THE STORMWATER AND EROSION CONTROL CALCULATIONS 0
STORMWATER DESIGN INFORMATION.
i
RIVER BASIN. ~ 5. THIS SITE IS LOCATED IN THE NEUSE
~
If''I 6, CONTRACTOR TO MAINTAIN TEMPORARY EROSION CONTROL MEASURES AS ~ APPROPRIATE DURING CONSTRUCTION TO PREVENT SEDIMENT-LADEN RUNOFF FROM
LEAVING THE SITE. ~ ~ , s`~~_ ~`'j
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7, TOTAL DISTURBED AREA = 4.0 ACRES. L, X i,; 1;1>;~~
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~ ~ EXISTI U` ~„i,s\ ~ i,` (NC OT TOI 1t~3 -.0~ ~ / , ~ ,'l,' f I TEMPORARY ROCK SILT I
1 ~ o ~ ~ RI OF Y \ / ! ALIMITS OAF, a i ; I ~ i ,~w ~ ~ l ~H fV~ ' ~ l ~f l ii ~ i CHECK TYPE 'A~,
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Town En ineer/Plannin Director Disclaimer Town Inspector Disclaimer g ~ ~onstruetion Requirements Yes No Comments Irrfrastrucutre
Should the Town En ineer or Pl Director fail to Fees ~ ~ z
The presence of the Engineer or Inspector at the work site g annnrg All public arrd prrvate work mcludtng but not lunrted to
shall in no wa lessen the Owner's res onsibility for identify that the Owner(Developerh~s not addressed the watermains, water services, sanitary sewers, sanitary sewer Yes No Comments Y p eifieation . Shouldthe Town comments, or that the Plans and Specifications are not services storm sewers, drains =e s stems, roads, sidewalks, Acre e Fees conformrty wrth the plans and spe s b Y ag U i'' ~
in com fiance with Town Ordinances or Standards, whether ~ n~ ~ co tr cte Engineer or Inspector prior to, during, or after construction P parkmb lots, site grading and landscapmb shall be ns u d
e ect materials or work that does not from lack of discovery or for any other reason, it shall in no in accorduice with the Town Standards. No deviations from fail to identify or r ~ I~ Q
way relieve the Owner/Developer of them obhgation thereof, a owed ess Capacity Yes No Comments conform with the plans and specrficatrons, whether from lack the Owner/Developer's submrtted plans will b aU aril Replacement nor obligate the Town to correct such errors or omissions.
of discovery or for any other reason, it shall in no way written approval from the Town is received. All Public and Fees Execution of this construction let b the Review Engineer or
i prevent later rejection and correction of the unsatisfactory P Y b Private Easements shall be recorded priorto final acceptance Y I I materials or work when discovered, This rs also true if the Planner for the Town of Morrisville in no way lunrts the by the Town. o.
I work has been acce ted and is currently being maintained by responsibility of the Owner and Engineer of Record with P
the Town. The Owner shall be responsible for correction of regard to compliance wiht atI Federal, State, and local W
o the lens ands ecifications. standards, regulations and for conditions. all work that does not conform t p p Town ~e reseutat~ve P GRAPHIC SCALE
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1 fnoh = 44 ft,
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CLIENT. DATE:
PREPARED IN THE OFFICE OF; ~ ° .ice \~®~®~~~~'I~®/s/ 11-17-03 PROJECT; ,I HORIZONTAL SCALE: r
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TITLE, ~DATE DRAWN BY: CHECKED BY: a ° 5 r d M OS vim) I !m'~ s m V
; REV. Na.: REVISION: rid Inc. IJ/` €l ~1 ® ' ~ ATFR DESIGNED BY:
This 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 -Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ;-•0• EiOX 1 - RALEnH, NORTH C PF,''A 27636'30 reliance on this document without written authorization and adaptation by KimleY of and improper
PH~'~~ (9*) ~7-2CW R^- ~X m } 677-2050 Copyright Kimley-Horn and Associates, Inc., 2003 _ T I_ f~' CHECK D BE UATTACH J08 NUMBER: SHEET NUMBER: j l O 011886001 ~ SEAL. l BTE U. 011886001 MASTER 86001_-802 OE