20041764 Ver 4_Site Plan_20110615

PRIEST, CRAVEN & ASSOCIATES, INC.
LAND USE CONSULTANTS
PLANNERS/LANDSCAPE DESIGNERS/ENGINEERS/SURVEYORS
LETTER OF TRANSMITTAL
Attention:
Beverly Strickland Date:
June 15, 2011
To: Regarding:
NCDENR i DWQ i Wetlands and Stormwater Branch
512 N. Salisbury St, Raleigh, NC 27604 19th Floor
Shiloh Crossing -Phase 2

Sending Attached By: ( )Mail ( )Fax (X )PC&A ( )Overnight ( )Pickup ( Other
( )Specifications (X )Computer Disk (See Note) ( )Contracts
( )Plans/Prints ( )Letters ( )Other
Number of
Copies Number of
Sets Project
Number Description
1 2009.009 PDF of Final Construction Plans (Approved by the Town of Morrisville)

D

2011
DENR - WATER q[

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These Are Being Sent:
( )For Your Approval ( )For Review/Comment (X )As Requested By: Beverly Strickland
(X )For Your Use/Information ( )For Your Signature ( )Other
Notes: Beverly, per our request. If you have an questions or require an additional information, lease let me
ow. Thank You.

Note: Priest, Craven & Associates, Inc. accepts no liability, expressed or implied ,
for the accuracy or the currentness of my information/data transmitted by computer
disk to others. Signature:
I raJ I o q fowl i nq, a
3803 ti Uomputer Drive, Suite 104, Raleigh, NC 27609 Phone [phone] Fax [phone] Email: bbowlingoa priestcraven.com
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a 1~ REGIJLAT~RY ,~PPR4V~l.5 REQU I i~D F
U G 5 5H I LQH GI~055 I NG - PH,~S~ 2 G~NST~UGT I aN
- ~C GovER S+~E~T L R
5 GENERAL NOTES AND LEGEND . I I, TOWN OF MORRISVILLE - GONSTRUGTION FLAN APPROVAL AND PERMIT 155UANGE.
P ..................................................................................................2 LOT I CONDITIONS OF A PROVAL
CONDITIONS OF APPROVAL ..................................................................................................3 2. TOWN OF GARY -UTILITY (WATER AND SEWER)
J ~ GONSTRUGTIDN PLAN APPROVAL AND PERMIT
T APPR VAL ..............................4 1 GONDI IONS OF 0 . I 155UANGE.
EXISTING CONDITIONS PLAN . .......................................................................................„.......5 ~ ~ ~ ~ ~a 3. WAKE COUNTY ENVIRONMENTAL aERVIGES - ww irrww r~ w wwwww ~ I y/
EXISTING ENTRANCE SURVEY _...............................................5A ~
LOT LAYOUT, SETBACK, d ACGE55 EASEMENT PLAN . . . .6 ~ LOT 14 Lc LOT I~ / j ~ C~~V~ I EROSION AND SEDIMENTATION CONTROL PLAN / APPROVAL AND PERMIT ISSUANCE.
H,a, .....,.,....7 LOT 13 51TE LAYOUT PLAN OVERALL P 51NG ~
~ ~ 4. USAGOE -WETLAND IMPACT PERMITS / 404 I WATER QUALITY CERTIFICATION (155UED FOR
SITE LAYOUT PLAN -LOTS 2-10 ~ ~ i-`~~ ~ \
SITE LAYOUT PLAN -LOTS ~-12 ............................................................................................q s:~ 'r~~\ LOT 12 ~ ~ % ENTIRE 51TE DURING PHASE ONE PERMITTING)
r OVERALL UTILITY PLAN ......................................................................................................10 ~ ~ ~ ~ - ~ ~ 5. NGDWQ -WETLAND AND BUFFER IMPACT PERMITS
OVERALL SITE DEVELOPMENT PLAN II r ~ t / ~ ~ / 401 WATER QUALITY CERTIFICATION (I~aSUED
SITE DEVELOPMENT PLAN -LOTS 2-IO .........................................................................12 ~ ~ : ' ~ ~ 1 LOT I) d ~ / t ~ , f
f~ ~ ~ ~ P J,~~ / FOR ENTIRE 51TE DURING PHAS£ ONE I'IyRMITTING) I X.J ~ ~ 6. NGDOT -ALL APPLICABLE DRIVEWAY PERMITS
SITE DEVELOPMENT PLAN -LOTS q-12 .13 / ~ LOT 4 - _ t l LOT 2 ; ~ e ~ ~ ~ ~ ~ ' ~ / ~ AND ®FF-SITE ROAD WIDENING IMPROVEMENT
OVERALL DRAINAGE AND GRADING PLAN . . . . . .14 ~ ' ~ LOT (0 't ~ Z ~ ~ ~ ~ t''•; ~ ~ ~ ~ PI=RMITS 155UED FOR ENTIRE 51T1= DURING PHASE
DRAINAGE AND GRADING PLAN -LOTS 2-10.. ~ ~ ~ ~ LOT 5 .-r- - / ~ ~ - ` ~ ONE PERMITTING.
DRAINAGE ND GRA G . ..................................16 Q A PIN PLAN -LOT q-12 . f
~ ~ ~ r`' LOT s ~ ~.a~ OVERALL LANDSCAPE PLAN ............................................I~ ~ / L..OT ~ a LOT I~ / j~~/ (n_ / ' i
r LOT `i ' i~a~r I L V' / ' NOTE; ~
LANDSCAPE PLAN -LOTS 2-6 . . . . . ...................18 ~ LOT ~ , ~ ( ~ y; ~ ALL CONSTRUCTION AND MATERIALS TO BE IN
LANDSCAPE PLAN -LOTS 7-I I . . .................................Iq ~ / ~ - ~ ~ e ~ Q 5TRIGT ACCORDANCE WITH THE ACCEPTED POLICIES
i-54D BuFF>=R Ex15TING TREE ~uRVEY ...............................................................................zo ~ pH~S~ 2 ~j~~ " OF THE TOWN OF MORRISVILLE, AND UNLES~a ~ SPECIFIED, DEFERS TO THE NORTH CAROLINA DI=PT.
LANDSGAPE DETAILS 21 LOTS 2-10 '~j / OF TRANSPORTATION (NGDOT) STANDARDS,
s ~ ~ TREE PROTECTION PLAN ...................................................................................................22 aPEG11=1GATIONS, it DETAILS.

ER0510N CONTROL NOTES AND SEEDING SPECIFICATIONS . . . . . . . . . 23 i y ~ ,
PHASE I ER0510N CONTROL PLAN (LOTS 2-lO) ...................................................................24 e ~O NoTE: ALL TOWN OF GARY UTILITY GONSTRUGTION
PHASE I EROSION CONTROL PLAN {LOTS q-12) . . . 25 \ ~ ~ i / 'HALL BE PERFORMED IN ACCORDANCE WITH
i I N NTR L PLAN LOT 12 . 26 ~ , PHASE I EROS 0 GO 0 ~ ) ~V / TOWN OF GARY STANDARD SPEGIFIGATIONS
PHASE I I ER0510N CONTROL FLAN f LOTS 2-10) . : . . . . .......................................2'1 i I~` AND pETAILS IN EFFECT AT THE TIME OF ~V, ~ GONaTRUGTION d'
PHASE I I ER0510N CONTROL PLAN (LOTS q-12) . . . . . 28 - ~
PHASE I I EROSION CONTROL PLAN PLOT 12) . . . . . . . . . 2q J~,~, CONTRACTOR SHALL SE RESPONSIBLE FOR
EXISTING FILL EXHIBIT ............................................~...~..................................................30 ~ ~ / THE LOCATION OF ALL EXISTING UTILITIES
EROSION CONTROL NOTES AND DETAILS. 31 ~ v ~ PRIOR TO BEGINNING OF ANY EXCAVATION.
EROSION CONTROL DETAILS ..............................................................................................8~ T EXISTING UTILITIES SHOWN HEREON ARE / APPROXIMATE AND ALL ARE NOT SHOWN.
/ BELSTAR AVE. ~ ~1LLET5 pR. PLAN 8 PROFILE . . . . . 33
LOWER SHILOH WAY PLAN ~ PROFILE . . . 34 ~ ~ ~ ~ ~r 0
_ 0
Y ~ R FILE .................................................................................35 ~ ~ j LOWER SHILOH WA PLAN P O I 1 VERTICAL DATUM - IyAVD88
TAY WER P N 8 PROFILI=. 3h LOT 12 SANI R SE LA . . -~'~l i
STORM SEWER PLANS 8 PROFILES .....................................................................................3~ J \ 1.~ 1 ~ ti ~aRlzoNrAL DATUM - NADa~ ~
38 ~ ~ STORM SEWER PLANS d PROFILES \ ~ ~ ~ ~
\ d P ILES .....................................................................................3q STORM SEWER PLANS RDF , ~ ~ o ~ ~ ~ ~ ~~oN t~usr ~
5TORMWATER MANAGEMENT PLAN -EXTENDED DETENTION WETLAND 8......... 40 - ~ \ ~ I l1- I TY p~,~~'p~ ~~.y~//. 4Q0 200 0 400 Gj ~0 ~~.'1. `1111i1it1111j~ LL
STORMWATER MANAGEMENT PLAN -EXTENDED DETENTION WETLAND C . . . . . . . . . . . . ~ 41
LANDSCAPE PLAN -EXTENDED DETENTION WETLAND PLANTING-a ........................................42
STORMWATER MANAGEMENT PLAN -WETLAND AT SEDIMENT BA51N #3 . . . ..............43A Q d 2 m ~1 Fl p m
STORMWATER MANAGEMENT PLAN - NOTE5 AND DETAILS . . . . ..............43 ~ _ SEAL v _
STORM SEWER INLET DRAINAGE AREA MAP . . _ . 44 ~ = ~ 269
ay ~ s V ,9 3 E ~ , ~
STORM SEWER GALGULATIONS ............................................................................................45 BEFORB YOU DIGi! (FY ~
TYPICAL ROADWAY SECTIONS AND PAVEMENT DESIGN INFORMATION ................................46 " - 4~~~ CONTACT ONE+-CALL CE1V1~, ~~°~~'~~rl~ aiu~l~l~~ `
TYPICAL SITE DI=TAILS (PER NGDOT) ,..........4~ 1-800-b32-491 L
TYPICAL 51TE DETAILS (PER NGDOT) ..................................................................................48 Town of Morrisville r
TYPICAL WATER UTILITY DETAILS (TOWN OF GARY) .............................................................4q APPROVED FOR CONSTRUCTION U
TYPICAL SEWER UTILITY DETAILS (TOWN OF GARY) ............................................................50 A ~WN~~ AND ~~~L I G~NT~ w Signature: Date: r '3 ,?eag ,,,7
TYPICAL 51GNAGE DETAILS (PER MUTGD)....,,,..,•,.,~ 51
6UFFER RESTORATION PLANS ..............................................................................~.,„.,,,......52 Town of Morrisv a Town Engineer Date/Initials
LIGHTING PLAN -FROM DUKE ENERGY,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,53 ILC~K M®RRISVILLE LLB Engineering:/ ~ _
_ ~ - REFERENCE PLATS 9$30 Colonnadf
Z R /SURVEYORS /ENGINEERS R /LANDSCAPE DES GNE S PLANNE S olonnade Blvd., Suite 600, San Antonio, TX 78230-2209 ~ other ~sp~~~~i~ ~
PhonE r~EVlsiox vAT~ ~v151o~ vAr~ 3803 - B Com uter Drive Suite 144 Ralei N.C. 27609 Phone (210) 641-$487 Fax X210) b41-8463
p 5ignature: ~ Date: ~
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1 11V11V ! .ll f I V> V.lvV + N~> > . yr > vv REVIEK CoOMMENTS 10-15-10 Email pca priestcraven.com TZwn of Cary Utilities, Water and Sewer
DATE: MAY 4, 2010 REnEw caMrrr5 01-04-11
FIRM # C-048 Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to
PGA PROJECT: 200'1-ODq the commencement of any construction activities, v
RELEASED FOR CONSTRUCTION
P:ALAND PR0JECT5\X0THER5\2O7a-CG9,001 5HILOH Ct0551NG - MORRISUILLE\DWG\CONSTRUCT ION\4TH SUBMITTAL\ 30-GOVER-SHEET. DW6 , Jan 06, 2011 - 2:54 PH GREG

5~N.1 T~i~~' S~W~fi~ GUL.L.~GT01~ ~ I N~~ ~NI~ S~RV I G~ I~l~T~S:
I. REFER TO 51TE GONSTRUGTION PLANS FOR CLEARING LIMITS AND TEMPORARY f I. THE CONTRACTOR SHALL BE SOLELY RE:5PON51BLE FOR ALL JOB 23. VERTICAL RELATION OF WATER MAINS TO SEWERS :MPORARY EROSION CONTROL I. ALL SANITARY SEWER MAINS, LATERALS, AND 5ERVIGES ARE TO BE G0N5TRUGTED IN STRlGT ACCORDANCE WITH THE
H AI~ETY DEVICES TO BE INSTALLED PRIOR TO GOMMENGING GONSTRUGTION. 51TE SAFETY, INCLUDING BUT NOT LIMITED TO TREND 5 GR0551NG A WATER MAIN OVER A SEWER. WHENEVER IT 15 APPLICABLE NORTH CAROLINA PLUMBING GODS ANDIDR MU5T BE G0N5TRUGTED IN ACCORDANCE WITH ALL APPLICABLE NGDI=NR, TOWN OF GARY, AND TOWN OF MORRISVILLE STANDARDS AND SPEGIFIGATIONS.
DURING ALL PHA5E5 OF GONSTRUGTION, NEGE55ARY FDR A WATER MAIN TO GROSS OVER A SEWER, THE WATER NT N 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED GO I UOU CONTINUOUSLY, RELOCATED
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF c RAINFALL, SEEDED AREAS 2. THE MINIMUM SLOPE ON b" SANITARY SERVICE AND GDLLEGTOR LINES 15 D,69b (PER TOWN OF GARY)
T A5 SHOWN 15 THE TOP OF THE WHEN AND A5 NEGE55ARY, AND SHALL BE GHEGKE:D AFTER EVERY RAINFALL, 2. THE LOCATION AND SIZE OF EXISTING UTILI IES THE WATER MAIN 15 AT LEAST I& INCHES ABOVE ED, RESEEDED, ANp MULCHED
I E FOR A CONDITIONS OR BARRIERS PREVENT AN IS 5HALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDI APPROXIMATE. THE CONTRACTOR IS RE5PON5 BL SEWER, UNLESS LOG L 3. ALL 6" SANITARY SERVICE COLLECTOR LINES MUST TIE INTO A MANHOLE.
T A Y GATING AND PROTECTING ALL INCH VERTICAL SEPARATION IN WHICH CASE BOTH THE WATER A5 NEGE55ARY TQ OBTAIN A DENSE STAND OF GRA55. HORIZONTALLY AND VER IG LL LO
PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT 5HOW1~ WHICH LIE IN MAIN AND SEWER 5HALL BE GONSTRUGTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS. 3. ALL AREAS SHALL BE GRADED FOR P051TIVE DRAINAGE, AND AS SHOWN ON Tf oR ADJACENT To rHE GoNSTRUGTIDN 51TE. AT LEA5T 48 HOURS ~-IOWN ON THESE PLANS. THE CONTRACTOR TO VERIFY INVERTS AND ELEVATIONS OF ALL UTILITIES WHERE b" SANITARY SEWER SERVICE COLLECTOR
IN OR GONSTRUGTIDN ACTIVITY CONTRACTOR 5HALL MAINTAIN ADEQUATE 51TE DRAINAGE DURING ALL PHASES PRIOR TO ANY DEMOLITION, GRAD G, ~ GR0551 NG A WATER MAIN UNDER A SEWER. WHENEVER IT 15 't1.L PHASES DF LINKS MUST GROSS STORM SEWER LINES, WATER MAINS, AND/OR OTHER UNDERGRGUND UTILITIES, CONTRACTOR TO LAY
R INA NE-GAL GONSTRUGTION. IN ADDITION TO THE MEA5URE5 SHOWN IN THESE PLANS, THE GG THE CONTRACTOR 5HALL NOTIFY THE NORTH GA OL D L NEGE55ARY FDR A WATER MAIN TO GR055 UNDER A SEWER, BOTH TH R M TH A ANS, THE CONTRACTOR SHALL SEWER LINES/SERVICES IN THESE LOCATIONS AT A MAXIMUM /MINIMUM DEPTH AND MAXIMIUM /MINIMUM SLOPE (PER GODE~
U5E INTERIM 51LT FENCES, DIVER510N DITCHES, BERMS, OR 0 E E ODS 5 UTILITIES LOCATION SERVICE (ULOGO) AT I-800-632-4g4q FOR THE WATER MAIN AND THE SEWER 5HALL BE GONSTRUGTE:D QF NT I T AND GOf` IN DIRECT DRAINAGE A5 SHOWN DN THESE PLANS AND TO PREVE 5 L ETH0D5 AS REQUIRED TO TO MAINTAIN A MINIMUM GLI=ARANGI= OF IS" (24" FOR STORM SEWER) BETWEEN UTILITII=S (FROM TOP l BOTTOM OF 15T Pli'E L7 AND CDNSTRUGTI0N TO TOP /BOTTOM DF 2ND PIPE). IF I&" (24" FOR STORM SEWER) DF SEPARATION BETWEEN SANITARY SEWER 5ERVIGES
PROPER IDENTIFIGATIDN OF EXISTING UTILITIES WITHIN THE 51TE. FERROUS MATERIAL5 AND WITH JOINTS EQUIVALENT TO WATER MA H Z SHALL COMPLY WITH ALL AND OTHI=R UTILITIES CANNOT BE MAINTAINED, SEWER SERVICE LINES MAY NEED T4 BE DUCTILE IRON PIPE AND/DR
T MAIN PIP HA BE CENTERED AT DENS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR 5 ALL GO STANDARDS A SEG ION OF WATER E 5 LL T I N CATION ORDINANCES. ENCASED IN CONCRETE AT THE CROSSINGS. CONTRACTOR TO WORK WITH TOWN INSPECTORS TO ENSURE THAT ADEQUATE
P T SIGN THE POINT OF GR0551NG. APPLICABLE STATE AND LOCAL ER0510N, CONSERVATION, AND SIL AT 0 ORD 3. THE CONTRACTOR 5HALL SALVAGE AND ROTEG ALL S, CONTRACTOR 5HALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES Ui' MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL ~ DEVICES UPON COMPLETION SEPARATION AND PROTECTION 15 PROVIDED FOR 51=RVIGE LINES AND OTHER UTILITIES. ALL 5ERVIGE LINES TO BE
24. VERTICAL RELATION OF SANITARY SEWER MAINS TO STORM SEWER OF PERMANENT DRAINAGE FAGILITII=S AND THE ESTABLISHMENT OF A STAND D GONSTRUGTIDN PHASES. THE CONTRACTOR 5HALL REPAIR, AT HI5 A STAND OF GRA55 OR INSTALLED IN ACCORDANCE WITH THE APPLICABLE NORTH CAROLINA PLUMBING GODS AND/OR THE CITY OF RALEIGH AND
OWN EXPENSE ANY EXISTING UTILITIES DAMAGED DURING WHEN A SANITARY 5EWER 15 GR0551NG OVER OR UNDER A STORM OTHER GROWTH TD PREVENT ER0510N. NGDENR STANDARDS AND SPEGIFIGATI0N5.
' SEWER, A VERTICAL SEPARATION OF 24 INCHES 5HALL BE GONSTRUGTION. ALL PRDP05E`,D UTILITIES DN-SITE 5HALL BE A IA P 4MPAGT A~
A A X TIN N-51TE POWER INES WI BE MAINTAINED UNLESS BOTH LINES ARE OF A FERROUS M TER L, 4. THE GONTRAGTOR 5HALL CLEAR AND GRUB THE 51TE AND LADE, G , UNDERGROUND ND LL E 15 G 0 L LL N A N N T R V ID SPAG FI LED WITH CONCRETE. N R'S SPE:GIFIGATI .OMPAGT, AND M0I5T'URE S, ANYTIME A WATER MAIN GROSSES UNDER A SANITARY SEWER GDLLEGTOR MAIN, BOTH THE WATER MAIN AND THE SEWER SPEGIFIGATI0N5, THE FILL LINE MUST BE CONSTRUCTED OF D.I,P, CONTRACTOR TD ADJUST MATERIAL ACCORDINGLY,
PLACED UNDERGROUND WITH THE EXCEPTION OF EXISTING AND E G 5ED ( GD GRE E, 0 D E L GONDITIDN ALL FILL PER THE PROJECT GEOTECHNIGAL E GINEE L ENGINEER PRIOR TO
FUTURE OVERHEAD TRANSMI5510N LINES WITHIN THE EXISTING 265' PER TOWN OF GARY STANDARDS. MATERIAL TD BE USED 5HALL BE APPROVED BY THE GEDTEGHNIGAL ENGINEER
PROGRE55 ENERGY EASEMENT. 25. N L VERTICAL LEARANGE PLACEMENT. GE ERA G b, SANITARY SERVICE GLEANOUT LOCATIONS SHOWN ARE APPROXIMATE AND MAY NEED TD BE ADJUSTED DURING
WHEN OTHER UNDERGROUND UTILITIES ARE ENCOUNTERED, 18 INCHES 4 F I N I T I THE RE5PON51BILITY DF OF SEPARATION 5HALL BE MAINTAINED. 5. GRADING CONTRACTOR 5HALL COORDINATE WITH THE UTILITY COMPANIES FOR TRA F G GD TRDL ON PUBL G STREE 5 5 'ANTES FDR ANY REQUIRED G0N5TRUGTI0N, GLEANOUT LOCATION AND G0N5TRUGTI0N TD MEET THE APPLICABLE NORTH CAROLINA PLUMBING CODE AND/DR TOWN Oi= GARY, TOWN OF MORRISVILLE, AND NGDENR STANDARDS AND SPEGIFIGATIONS, GLEANDUT LOCATIONS
THE CONTRACTOR AND 5HALL BE IN GDNFORMANGE WITH THE UTILITY ADJUSTMENTS AND/OR RELOCATIONS. SHOWN ON THESE PLANS REPRESENT THE SURFACE ACCESS POINT. CONTRACTOR SHALL PROVIDE AND INSTALL ALL
26. SEWER SERVICES TRAFFIC CONTROL PLAN, THE MANUAL OF UNIFORM TRAFFIC TYPICAL SEWER SERVICE TO EACH FUTURE OUTPARGE:L 15 TO BE PAGED AT THE
G NTRO DEVICES" AND A5 FURTHER DIRECTED BY TOWN AND 6. ALL MATERIALS USED FOR ALL FILLING OPERATIONS 5HALL BE L 0 L 6 PVC. A GLEANOUT 5HALL BE PROVIDED AT A MINIMUM DF AGED AT THE DIRECTION OF V~h'E'S, ANGLES, BENDS, AND OTHER APPURTENAGES A5 REQUIRED.
STATE INSPECTORS. THE GEDTEGHNIGAL ENGINEER. EVERY 75 ON 6 5EWER LINES. BACKWATER VALVEWS TO BE I ~~~GUI~~ i
INSTALLED AS REaUIRED. ALL SERVICES TO MEET THE TOP OF WALL ("TW") AND BOTTOM OF WALL ("BW") GRADES SHOWN ON THESE PL ~N THESE PLANS REPRESENT I. CONTRACTOR TO MAKE APPROPRIATE FIELD ADJUSTMENT TO PROVIDE A 5M00TH TRANSITION FROM EXISTING CURB
5. ALL MANUFACTURERS PRODUCTS SPECIFIED IN THESE PLANS OR APPLICABLE NG PLUMBING GODS. dER/GONTRAGTDR SHALL AND GUTTER/PAVEMENT TO PROPOSED CURB ~ GUTTER/PAVEMENT.
USED A5 APPROVED ALTERNATES 5HALL BE INSTALLED PER THE FINISHED GROUND ADJACENT TO WALL, THE RETAINING WALL DE5IGNER/GONTR>~ A I T N , 2~. WATER SERVICE PROVIDE ADDITIONAL WALL HEIGHT AS NEGE55ARY FDR FOOTINGS AND GAP B AND GAP BLOCKS,
MANUF GTURERS CURRENT SPE:GIF GA 10 S TYPICAL WATER SERVICE TO EACH FUTURE OUTPARGEL TD BE A5 2. ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TD A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM. DENSITY
SHOWN ON THE PLANS. 8. ALL DEMOLITION DEBRIS 5HALL BE HAULED DFF-51TE A5 DIRECTED BY THE OW 6, ANY DI5CREPANGIES FOUND BETWEEN THE DRAWINGS AND BY THE OWNER AND OF 100 PERCENT OF ASTM 0-155~f DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE INDICATED IN TOWN OF
SPEGIFIGATIONS AND SITE CONDITIONS OR ANY INGON515TENGIES OR PROPERLY DI5PD5E:D OF. 28. EXISTING UTILITIES MORRISVILLE STANDARDS OR 0TERWISE DIRECTED BY THE GEOTEGHNIGAL ENGINEER. FILL SHALL BE PLACED AND
AMBIGUITIES IN DRAWINGS OR SPE:GIFIGATIONS 5HALL BE COMPACTED PER GEOTEGHNIGAL ENGINEER, IN AREAS WHERE ROCK 15 ENCOUNTERED AT FINAL SUB GRADE
IT WH HA EXISTING UTILITIES SHOWN ARE APPROXIMATE AND ALL MAY NOT q. NO TREE WITHIN THE TREE PROTECTION AREA 5HALL BE REMOVED OR DAMAGE IMMEDIATELY REPORTED TO THE ENGINEER, IN WR ING, 0 5 LL H I ~R DAMAGED WITHOUT PRIOR ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF aANDY CLAY DR CLAYEY SAND (PJ, :D WHENEVER P0551BLE. BETWEEN 4 AND 15) A5 NEEDED OR A5 DIRECTED BY THE GEOTEGHNIGAL ENGINEER TO PROVIDE A SMOOTH SURFACE
PROMPT Y ADORES H ING N515TENGIES OR AMBIGUITIES. WORK BE SHOWN. GDNTRAGTDR 5HALL VERIFY EXACT LOCATION AND AUTHORIZATION OF THE TOWN, EXISTING TREES 5HALL BE PRESERVED W ENEVE L 5 SUC 0 'ENTIFIED ON THE TREE FOR PAVING.
F H GRADE OF ALL EXISTING UTILITIES AND COORDINATE ANY SPECIFIC TREES REaUIRED TO 5AT15FY THE TYPE A BUFFER ARE IDENTIFIED 0~ DONE BY THE CONTRACTOR AFTER HI5 DISCOVERY 0 5UG
DISGREPANGIE:S INGON515TENGIES OR AMBIGUITIES 5HALL BE DONE REQUIRED RELOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING SURVEY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER
AT THE GONTRAGTOR'S RISK. GONSTRUGTION. 10, THE TREE PROTECTION FENCE 5HALL BE MAINTAINED ON THE 51TE UNTIL ALL 511' ~ITIL ALL SITE WORK 15 THE PROJECT GEOTEGHNIGAL ENGINEER'S SPEGIFIGATI0N5. THE FILL MATERIAL TD BE USED SHALL BE APPROVED BY
2q. ALL 6 SANITARY SEWER LINES TO BE LOCATED WITHIN A PUBLIC COMPLETED AND THE FINAL 51TE INSPECTION 15 COMPLETE, 1. A PRE-GONSTRUGTIDN GDNFERENGE 5HALL BE HELD PRIOR TO THE TOWN OF GARY UTILITY EASEMENT. THE GEOTEGHNIGAL ENGINEER PRIOR TO PLAGI=MENT.
START OF CONSTRUCTION. THE CONTRACTOR 5HALL ARRANGE THE NATION TO BE PER GEOTECHNIGA
MEETING WITH THE TOWN OF MORRISVILLE TOWN OF GARY STAFF T RM W R IVES TO BE CATER WITHIN A PRIVATE II. BUILDING PAD AND PAVING 5UB GRADE INFOR 30. ALL PRIVA E STO SEE L LO MMENDATION AND DIRECTION. EOTEGHNIGAL ENGINNEER'S 4. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS 15 1,5 FEET. ALL DINTS SHALL BE SEALED WITH JOINT SEALANT,
ENGINEER, AND OWNER. REDO DRAINAGE EASEMENT.
8. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING OR OBTAINING ALL. 31. BASE: OF PROPOSED RETAINING WALLS TO BE A MINIMUM OF 2' FROM 12. CONTRACTOR TO OBTAIN A COPY, REFERENCE, AND FOLLOW 501E MANAGEMEN' TANAGEMENT PLAN BY 5, TESTING DF MATERIALS REQUIRED FOR THE G0N5TRUGTI0N OF THE PAYING IMPROVEMENTS SHALL BE PERFORMED BY
REQUIRED PERMITS AND APPROVALS PRIOR To GDMMENGING REQUIRED RIPARIAN BUFFERS TO ALLOW FOR STAGING ~ FOOTINGS. WITHERS ~ RAVENEL, ING. DATED DECEMBER 2I, 2006. AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENT
GONSTRUGTION. OF SUCH TESTING 5ERVIGES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE LABORATORY
32. CURB, GUTTER, AND PAVEMENT TO BE FIELD ADJUSTED A5 REQUIRED TO 13. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED PROPOSED SPOT NOMINATED TD DO THE TESTING OF MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY
q. THE FRAMES AN G VE OF A EXISTING AND PROPOSED PROVIDE ADEQUATE DRAINAGE AND TD PREVENT ANY PDNDING OF WATER, ELEVATIONS AND ROADWAY PROFILES ARE TO BE USED IN CASE OF D15GREPA D 0 R5 LL F DISCREPANCY. STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED D0E5 MEET THE REQUIREMENTS OF THE TOWN'S
DRAINAGE, SANITARY SEWER, WATER MAIN, GAS, AND WIRE UTILITY SPEGIFIGATIDNS. 4:1, CONTRACTOR SHALL
STRUCTURES 5HALL BE ADJUSTED TO MATCH PROPOSED FINISHED 33. NO INFRASTRUCTURE TO BE CONSTRUCTED PRIOR TO CONSTRUGTIDN PLAN 14. WHERE FILL 15 TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRA 6. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS SHALL CONFORM T4
ELEVATIONS AND SLOPES. APPROVAL AND UTILITY PERMIT 155UANGE BY THE TOWN OF MORRISVILLE EXCAVATE BENGHE:S WITH A MAXIMUM DEPTH OF 3'. AND THE TOWN OF GARY. MUTCD, NGDOT, AND TOWN OF M0RRI5VILLE STANDARDS.
10. ROADWAYS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS 15. THE CONTRACTOR 5HALL STABILIZE ALL 5LDPE5 STEEPER THAN 3:1 WITH MEA51 WITH MEASURES INDICATED
DURING GDNSTRUGTION. 34. NO NEW IMPACTS TO EXISTING WETLANDS AND EXISTING NEUSE RIVER WITHIN THESE PLANS. 7. ALL PAINT FOR PAVEMENT MARKINGS SHALL ADHERE TO NGDOT STANDARDS.
BUFFERS 5HALL TAKE PLACE WITHOUT APPROVAL BY THE U.S. ARMY CORPS NIGAL ENGINEER FDR ANY 8. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO NGDOT, TOWN OF M0RRI5VILLE,
II, 51TE BOUNDARY AND WETLAND/STREAM DELINEATION INFORMATION OF ENGINEERS, NGDENR, AND THE TOWN OF MORRISVILLEr. NO D15TURBANGE 16, THE: GDNTRAGTDR 5HALL COORDINATE WITH THE OWNER'S GEDTE:GHNIGAL ENGIN NFILTRATIDN AND DRAINING AND ADA REQUIREMENTS AND THE "NDRTH CAROLINA STATE BUILDING GODS, VOLUME I-G AGGE551BILITY GODS" A5
WAS TAKEN FROM FEMA FIRM MAPS DATED MAY 2406 AND FROM SHALL TAKE PLACE WITHIN JURISDIGTIDNAL WETLANDS AND NEUSE RIVER WETLAND LININGS (CLAY OR OTHERWISE) NEGE55ARY TO PREVENT INFILTRATIDP 1ATI0N AND DETAILS. APPLICABLE,
MAPS PREPARED BY WITHERS AND RAVENEL DATED 5-14-04 AND BUFFERS PRIOR TO RECEIPT OF ALL U,S. ARMY CORPS OF ENGINEERS ~ N.G, DF BMP WETLANDS. SEE WETLAND PLANS FOR ADDITIONAL INFORMATION AND II-30-04. I-540 IMPROVEMENT5 WERE: TAKEN FROM PLANS DIVISION OF WATER QUALITY PERMITS.
PREPARED BY NGDDT TITLED "R-2000AB" AND "R-2000AG" DATED i-I. THE GONTRAGTDR 5HALL OBTAIN ALL PERMITS REQUIRED 3=0R BLA5TING ROCK
' 35. THE MAXIMUM HEIGHT OF ANY MATERIAL WITHIN THE SIGHT D15TANGE IS ENCOUNTERED. CONTRACTOR 5HALL BE SOLELY RE5PON51BLE FOR GOMPLYII DECEMBER 2DO3. H F T, RIGOMPLYNG WITH ALROCK J~~~~~ ~u~~ ~r~~~y~ ~~f
EASEMENT S ALL BE 3-I/2 EE BLA5TING AND SAFETY REQUIREMENTS.
12. ALL TOPOGRAPHIC DATA IS BASED ON FIELD VERIFICATION 36, OWNER/GDNTRAGTQR RESPONSIBLE FQR COORDINATING 1=RANGHISE $ SEWER GABLE PEDESTAL UE___,_, UNDERGROUND ELC-GTRIG
SURVEYS BY THE CHANDLER GROUP OVEMBER 2006 18. THE`. CONTRACTOR 5HALL NOTE THAT THE PLACEMENT OF ANY FILL MATERIAL N ~ UTILITIES AND OTHER SERVICES (I.E. GAS, ELEGTRIG, GABLE, PHONE, MAIL, MATERIAL MUST BE EIRE HYDRANT (WITH 6" G.V,} GTV GA6LE N tl~'_____ UNDERGROUND POWER ~EOTEGHNIGAL ENGINEER, H GATE VALVE
T M PR JET CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED LICENSED GEOTEGHNIGF CONSTRUCTION DRAWINGS FDR WAL-MART, 0 0 G W~,STE GDLLEGTION ETC.). ~D THAT THE TOWN OF ~ BLOW oFF AND G.V. ~ ~ GATGH BA51N OVERHEAD POWER
#06-80000041 AND LIMITED DE51GN SURVEYS BY THIS OFFICE. AFTER COMPLETION OF THE EARTHWORK ACTIVITIES IT 15 REQUESTED THAT THE 3-i. CONTRACTOR RE5PON51BLE FOR COORDINATING LOCATION, SIZE:, AND MORRISVILLE, E3E: PROVIDED A FINAL GRADING REPORT THAT INGLUD T CG IDES THE CORRESPONDING ON' AIR RELEASE W/MANHOLE ~ GLEAN OUT Ul ,.,.......Ut~ERGROUND TELEPHONE
TERIAL AND ITS PROPER n~ FIRE DEPT. CONNECTION (PDG)
13. ADDITIONAL INFORMATION PROVIDED BY KIMLEY HORN AND INSTALLATIONS OF SLEEVES REQUIRED FOR OTHER UTILITY INSTALLATION GOMPAGTIONS TEST RE5ULT5 AND GERTIFlES THE TYPE OF FILL MATERIAL AND ASSOCIATES FROM CONSTRUCTION PLANS PREVIOUSLY PREPARED INCLUDING, BUT NOT LIMITED TO ELEGTRIG, PHONE, GABLE, GAS, IRRIGATION, PLACEMENT. WATER METER fWM) GUR6 INLET ~ _ UTILITY POLE
FOR PHA5E I AND PHA5E 2 GONSTRUGTION AT SHILOH GR4551NG. ETC. ` WATER REDUCER
~ 5EW)rR MANHOLE i=t-ECrRIC aox -WATER LINE
14. PLANEMETRIG AND TOPOGRAPHIC INFORMATION FDR AREA5 CA. ° GLEIANOUT ~....--FIRE HYDRANT C.~~..,.. WATER LINE MANHOLE w..
OUT5IDE OF THE OVERALL DEVELOPMENT ARE TAKEN FROM WAKE I. ALL MATERIALS AND WORKMANSHIP 5HALL CONFORM TO THE REQUIREMEN ~.EQUIREMENTS SET FORTH BY D'I' ~T'~" IRON ~-GAS VALVE ~,.,~wArER METER ~v
COUNTY GIS INFORMATION. I. THE NTRA T SHAL NOTE THAT A 501E EROSION CONTROL PERMIT 15 THE TOWN OF GARY. GO G OR L s=CARED END ~GrloN GRATED INLET b~ wArER vALVE (l^UTH RIP RAT' L
15. NEUSE RIVER BUFFER WETLAND AND GREEK LOCATIONS PROVIDED RE:aUIRE:D. WAKE: COUNTY 15 RE5PON51BLE FOR REVIEWING AND ISSUING
' PERMIT FOR THE TOWN OF MDRRISVILLE. 2. IN THE: EVENT THAT A UTILITY ITEM 15 NOT COVERED BY THESE PLANS, THEI BY OTHERS. STANDARDS AND SPECIFICATIONS OF THE TOWN OF GARY COVERING SUGF PLANS, THEN THE SPREADER APRON' LIGHT POLE ( TELEI~IONE PEDESTAL HEADWALL a
JERING SUCH ITEMS SHALL ~uTH RIP RAP LEVEL ~_SEWER MANHOLE ~1___._rELEI~F1oNE MANHOLE SPREADER APRON)
2. 5EE ER0510N CONTROL SHEETS FOR ADDITIONAL NOTES AND DETAILS. APPLY. Ib. THE UNDISTURBED AREAS SHOWN IDENTIFIED A5 NEUSE RIVER RIP RAP LEVEL 4~_,,_ 5TORM MANHOLE -.TEMPORARY BENCHMARK SPREADER APRON 0
RIPARIAN BUFFER 5HALL BE MAINTAINED IN PERPETUITY IN THEIR 3. WATER MAINS 5HALL HAVE A MINIMUM COVER OF 48" BELOW PROP05ED C 'RDP05ED GRADE (TOWN OF L~ GArGH BASIN ~-SWAMP i=c~~. FIBER OPnG m
NATURAL OR MITIGATED CONDITION. NO PI=R50N OR ENTITY SHALL T ~ l..~T
F Y THER AND-D15 BIND GARY). FILL, GRADE, EXCAVATE, OR PER DRM AN 0 L TUR AGITIVITIES, NOR GUT, REMOVE, OR HARM ANY VEGETATION; NOR I. STRUCTURAL DE51GN OF ALL RETAINING WALLS ~ FOOTINGS TO BE PERFORMED R TI I I AND FI HYDRANT5 MUST E3E FUNCTIONALLY STORM MANHOLE ? YARD INLET FLARED END raEGTION
CONSTRUCT ANY STRUCTURES NOR ADD ANY ADDITIONAL BY OTHERS. RETAINING WALLS SHOWN ON THESE PLAN5 ARE FOR APPROXIMATE 4. ALL UNDERG OUND U L T E5 RE ~GTIONALLY APPROVED YARD INLET TREE G - GA5
IMPERVIQUS SURFACE NDR ALLOW ANIMAL GRAZING OR WATERING GRADE ~ LOCATION PURPO5E5 ONLY. SPOT ELEVATIONS SHOWN ARE PRIOR TD STRUCTURAL GONSTRUGTION. GRATED ?NLET ~~NG~ LI,~ p
OR ANY OTHER AGRICULTURAL USE ON SUCH PROTECTED AREAS APPROXIMATE AND FOR REFERETIGE ONLY. W T ANS RE:PRE5ENT LOCATION OF 5 ;ATION OF SURFACE AGGE55 -P~- _ SWAI.E /DITCH
WITHOUT WRITTEN AUTHORIZATION OF THE: DIVI510N OF WATER ~ 5. GLEAN OUT SYMBOLS 5H0 NON HESE PL 5ED ON PIPE DEPTH. ~ ~ °
2. LOCATION OF WALLS SHOWN ON THESE PLAN5 REPRESENT THE EDGE OF THE: POINT. CONTRACTOR 5HALL LOCATE WYE APPROPRIATELY BASED ON PIPE aUALITY (DWa) OR COMPLIANCE WITH THE RIPARIAN BUFFER PRIVATE DRAINAGE ESMT. (PPE)
PROTECTION RULES (15A NGAG 28.0233 OR .025q). THIS COVENANT BASE OF THE PROPOSED RETAINING WALLS. WALLS SHOULD BE DESIGNED AND INSTALLED AGGORDINGLY, b. ALL MANHOLES 5HALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN ~ THE TOWN OF GARY
15 TO RUN WITH THE LAND, AND 5HALL BE BINDING ON THE OWNER, STANDARDS. MANHOLE DIAMETER 5HALL VARY DEPENDING ON PIPE DIANE l PIPE DIAMETER AND DEPTH. ~~~~~'~~~C~/y~Q~,,~~ W
AND ALL PARTIES CLAIMING UNDER IT, 5EE PROFILES AND TOWN OF GARY STANDARDS AND SPEGIFIGATIONS FOF 3, A GUARDRAIL, HANDRAIL, AND/OR CHAIN LINK FENCE SHOULD BE INSTALLED ;ATI0N5 FOR MANHOLE SIZES. ~ f ~ PROPERTY OV'~R AND a o~Ec~~
I`I. NO TITLE SEARCH WA5 PERFORMED BY THI5 OFFICE FOR THIS ALONG THE TOP OF ALL WALLS A5 NOTED ON PLAN5, OR ANY WALLS IN EXGE55 ITIES SHOWN ON THE5E PLANS APpL~GANT; 1JJ
OF 3b" IN HEIGHT OR ANY WALLS A5 DEEMED APPROPRIATE BY THE OWNER 1 LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN PROPERTY, THI5 PLAN MAY NOT SHOW ALL ENGUMBRANGES OR ARE BASED ON AVAILABLE MAPPING AND A 5UB5URFAGE UTILITY EVALUA TTY EVALUATION PERFORMED SHIL0H MDRRISVILLE, LLG s
EASEMENTS THAT A TITLE SEARCH MAY DI5GL05E, CONTRACTOR BASED ON FINAL GONSTRUGTED FIELD GDNDITIONS. BY THE CHANDLER GROUP, JANUARY 2007, A5 PROVIDED BY KIMLEY, HOR :IMLEY, HORN, AND 8830 COLONNADE BLVD., SUITE 600 + ~ gqj
A550GIATES, ING., AND LIMITEWD DE51GN 5URVE:YS BY THI5 OFFICE. SAN ANTONIO, TX ~f 8230-220 ~ ~ no ~ ; ICE. NOTE: pH. 210.641.8481 FAX. 210.641,8463 7
18. ALL PRIVATE STORM DRAINAGE EASEMENTS ~ STORMWATER ALL GONSTRUGTION ANp MATERIALS TO BE IN 9Q ~tlo C~ Z
MEASURES WILL BE MAINTAINED BY THE DEVELOPMENT A550GIATION. S. THE 51TE UTILITY CONTRACTOR 5HALL PROVIDE ALL MATERIALS AND APPI I. THE CONTRACTOR 5HALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, NEGE55ARY FOR COMPLETE INSTALLATION OF THE UTILITIES. ALL PUBLIC E
Iq. ALL STREET DIMEN51DN5 SHOWN ON PLAN5 ARE FROM THE BACK OF INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND AND FITTINGS 5HALL BE INSPECTED BY THE TOWN INSPECTOR PRIOR TO E31 ALL PUBUG PIPE STRUCTURES, STRIDE THE TOWN Of` MORRISVIL.LE AN17 uNLE551GIE5 PP°''~~~~;i~~~t~a~`,,°
CURB (BOG) OR EDGE OF PAVEMENT (EOP) ON NON-CURB AND GRATE INLETS AND ALL UTILITIES GROSSING THE STORM SEWER. THE INSPECTOR MUST ALSO BE PRESENT DURING TAPPING, DISINFECTION, A FRIOR TD BEING COVERED. SPECIFIED, DEFERS TO THE NDRTH CAROLINA DEPT, I' NFEGTIDN, AND PRESSURE OF TRANSPORTATION (NGDOT) STANDARi75, Town of Morrisville U
GUTTER STREETS UNLE55 OTHERWISE NOTED. TESTING OF ALL MAINS. THE: CONTRACTOR"5 BID PRICE 5HALL INCLUDE AL INCLUDE ALL INSPECTION SPEGIFIGATI0N5, ~ pETAILS. APPRCfVED FOR CONSTRUCTION W
2. THE 51TE UTILITY CONTRACTOR 5HALL PROVIDE ALL MATERIALS AND FEES
20. ALL LAND D15TURBING AGTIVITIE:S 5HALL BE CONDUCTED IN APPURTENANCES NEGE55ARY FDR COMPLETE INSTALLATION OF THE STORM
ACCORDANCE WITH AN APPROVED EROSION CONTROL PLAN. SEWER. q. THE TOWN OF GARY 15 RE:SPON5IBLE: FOR REVIEWING AND 155UING THE WA' 11NG THE WATER AND SEWER MDR' Signature: ~ Date: 4 t3 2.~~f 7 ALL TOWN OF CARP UTILITY GONSTRUGTIDN Town of Morrisvill , wn Engineer Date/Initials
21. ALL CONSTRUCTION AND MATERIALS TO BE IN 5TRIGT ACCORDANCE PERMITS FOR THE TOWN OF MDRRISVILLE. SHALL BE PERFORMED IN ACCORDANCE WITH Engineering: 1 If LL TOWN OF GARY STANDARD SPEGIFIGATIONS
WITH CURRENT TOWN OF MORRISVILLE, TOWN OF GARY, DWa, NGDENR, 3. THE INSPECTOR 5HALL INSPECT ALL PUBLIC AND PRIVATE CONSTRUCTION. THE AND NGDOT STANDARDS AND SPECIFICATIONS. CONTRACTOR'S BID PRIDE 5HALL INCLUDE ALL INSPECTION FEES. ; AND DETAILS IN EFFECT AT THE TIME OF Planning:
CONSTRUCTION Other (specifyl: LL
22. HORIZONTAL RELATION OF WATER MAINS TO SEWERS 4. ALL RGP SEWER MAINS AND LATERALS 5HALL BE MINIMUM GLA55 III I. CONTRACTOR TO WORK GL05ELY WITH ALL UTILITY COMPANIES TO ENSURE i TO ENSURE THAT ONCE
LATERAL SEPARATION OF SEWER5 AND WATER MAINS, WATER MAINS REINFORCED CONCRETE PIPE DR PER TOWN STANDARDS AND SPECIFICATIONS, FINAL GRADES NAVE BEEN ESTABLISHED, PROPER DEPTH AND COVER 15 N 5HALL BE LAID AT LEAST IO FEET LATERALLY FROM EXISTING OR WHICHEVER 15 MORE STRINGENT. ALL EXISTING UTILITY LINES. CONTRACTOR 15 RE~5PON51BLE FOR GOORDIN COVER 15 MAINTAINED ON
PROPOSED SEWERS, UNLE55 LOCAL CONDITIONS OR BARRIERS PREVENT )R COORDINATION OF ANY GONTRAGTOR SHALL f3E RESPONSIBLE FDR Signature: ~ Date:
NEGE55ARY RELOCATIONS OF EXISTING UTILITIES. A 10 FOOT LATERAL SEPARATION - - IN WHICH CASE: 5, WHERE PROP05ED STORM SEWER PIPING TIE TO EXISTING STRUCTURES, PIPE5, THE LOCATION OF ALL EXISTING UTILITIES Town of Cary Utilities, Water and Sewer
NGHES BELOW THE BOTTOM SWALES ETC., THE CONTRACTOR 5HALL FIELD ADJU5T PROP05ED STORM A. THE TOP of THE SEWER 15 AT LEAN IB I , PRIOR TO BEGINNING 01< ANY EXCAVATION. EXISTING UTILITIES SHOWN HEREON ARE En¢ineerin~ Inspection Services must he contacted (9191463-69x7 at a minimum 24 hours prior to n
_ nr-i.ire-,~ xn .-ir.~u ur-~r^.-. r~ awe-rr~1 TI IC 1 ~i AT~/IAIP_ r~C -rl 1CC_~ CVIGTIAIr CC A1'IIDCG
OE THE WATER MAIN AND THERE 15 A MINIMUM ~55 t-tt I (fit- HUKIGUN I P~r~x~ na K cxulxcl/ 1 v r1r~ 1 ~n i n~ Lvc,r~ ~ iviva yr 1 n~aL ~n1a 1 1~Y(7 r cry 1 vru APPROXIMATE AND ALL ARE NOT 5HOWN, ( the commencement of any construction activities. S I L
SEPARATION FROM THE CLOSEST EDGE5 OF THE PIPES.
{ REV 151 ONS:
GDN5TRU0T10N PLAN 5 U 5 M I T T A L SGALE: N/ { REVIEW COMMENTS q07-2 I
DATE: MAY 4, 2010 { IESTCRAvEN a.SOCIATSNC. R VI EW T PR
SH I LOH CROSS I NG PHASE 2 1 PRO""OJECT NOTES AND LEGEND REVIEW COMMENTS LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax 919 / 7821288. Email [e-mail] / Firm C-0488
F { SPONSORED BY. SHI LOH MORRI SVI LLE, LLG PROJECT LQGAT I ON' MORRI SVI LLE, N, G, PROJECT: 2009- 009, 001
E:ALANP FPOJEGTS\XOTHER512009-07 .(x1 SNILOH GRO551N5 - MORR15VILLE1"1GGN5TRULTION\4TH 5'JEMITTAL\ 0I-GENERA--NCTE5-LEGEND.G146 Jon 06, 2011 - 2.54 W , GREG RELEA EP FOR CONSTRUCTION

. ~ ~ ~ '
Tawrr of Morrisville Phone: g1g.g63.6aoo Post Office Box idd Fax: 9xg.481.2goy 1tRl '4r1GL13 s OR 66 ~ M 2
TOWN OF MO S PO H 1 O1tRRiSVILLB, NG 7560 ~ e ro , Morrisville, North Carolina zggda www.cl;morrisville.nc.us A. The pmpQ-,ayl went wild trot ma;llq c,ger the public health ar safely; The site
plan addr plan addresses and protects environmentally sensitive areas on the site. The plan minimizes
impacts tt ~ • ( ~ RESOLUTION 2006.033A OF' THE MORRISYILLE TOWN BOARD The site i impacts to streams, wetlands, and buffers. The site has enhanced landscaping and buffering.
~ ~ ~ p~ COM)VIISSIt1NERS APPRgVING THE SPECIAL U E PIIRMI'~I' ' S storm way The site is less than the maximum 65% impervious surface coverage and has appropriate storm water controls. With regard to public safety, concern vas expressed about crime
- WITH SITE PLAN CINITY OF llESiGN GIIIllELINES AND MASTER ' y createdb created by this use. After studying information presented by the applicant and performing
' G• AN 1[s(1R S H S G S P F,, < SIGMA ~ PL ~TILO . CROS IN PTO Pm1G CEAITER Ins ownr his awn research, the Town's police chief determined that the project would not create an
Ju1~ l7, 2006 unacceptable risk or demand an the Town's resources. The Board 1"inds that the Police
. ~ D t Department can handle anticipated calla from the site with resortrees Within the Town's
)gong Rat Lang Range Financial PIau for the department. hi addition; the applicant agreed to provide
• spans far WHEREAS, TUntley-Hare submitted a proposed Special Use Pernut with Site Plan, Unity of Design apace far use by the Morrisville Police Department in support of its patrolling and law .
TCIMC,}rY HOIW do ASSOCIATES Guidelines and Hasler Si a Plan for Shiloh Crassin Sh Center and enforcem tag g oppm$ enforcement activities.
ATTN: SAL MUSARRA B. The ae<l level t 'll not su ta~aiall inure a val o ad'oinin
3~?I WESTON Pl~t'N'Y' WHEREAS the Plannm and Za ' Board has forwarded a recommendation Tot a royal with B. Tbe-,-- zi. . ' g ~ ~ The site r~~ CAR"Y, NC 27513 conditions an this proposed Special Use Permit with Site Plan, Unity of Design Guidelines and Master The site issurrounded byImperialCenter QtlicePark, i-S40 and the Perimeter 1'aark Clffice
Si a Plan; and complex, complex, and N,C.54 and the Railroad. There is na residential use irnnrediately adjacent to
RE: SIiILOli CROSSING SHQI'PING CENTER the ro e PP the property. Based on appraisal analysis, the project will .not devalue adjoining properties.
Slte Plan -Approval WHEREAS the Board of Commissioners, which is authorized to a rove or disc ve the sed PP i~ ProPo C. The ra
Special Use Permit with Site Plan, Uniry of Resign Guidelines and Master Signage Phan, did receivethe C. The promised development will be in hatmrmvwith the scale, buy coverage density, and.
Dear Mr. Musarra: Plartt?' and Zonin Board's recommendationat its Briefin Meetin as A ri110 2006• and c ~ m$ $ $ $ p and the P. character of the neigb~afpood in which it is locate. With the conditions proposed by staff . and the Planning and Zoning Board, the entire site will not be visible from any one paint. It
Inaregttiar meeting an June26, 2~1d, dte Tawn of Morrisville Board of Commissior~rs approved the will have will have the look of a group of smaller retail centers. The site plan miakes use of landscape
site lan for the S~ CItOSSl1+1G SHOPPIidG CENTER sub to the conditions as outlined in 'SiTtTR~, ~ April 24 and May S, 200b, the Board held public beatings nn the special use permit P berths atu berms and larger landscape plant materials to enhance the streetseape views of the site and
attached 1tE4SOLUTION#2006-033A arut SUP #OS-Ol. apphcatton and related matters; and ~ . to screen to screen requ&ed parking. The building on I,at 1 was designed to create a stirong
. . architecte Please ntne ibat m ~ wr0r Part D, Article Il, Sectias 1,2.5 of The Morrisville 7.,aaing WHEREAS, the Board also held• awork session/heariutg on June l2, 2006 where additional discussion architectural .feature: at the corner entrance to the property. Other buildings an the site will
val of a site shall be effective For a maximum oil of twelve 12 months. was held and information received; and ~ follow an ~ P~ P~ { ) follow and comply with Unity of Design Guidelines.
The approved site planshall became invalid if no significant work is made an the sift within thus • D. vel me wi eneral onfarm to the iv 1 a er
twelve 12 month etaod. '.The Tawn Beard ma t a sin orre- ear extension nn written WHI~REAS, at all These hearings, the Town Board heard sworn'testimoaysnd received documentary D. ~ P Y t~ ~ Y ~ , official I official plans adapted lay they Tom, The entire property is designated as Major
request of the applicautumdeatleastthirly(30) days before the expiratiaa of dte approved plan. In evidence and ~ ~ addition, development afthe site may notvary in any manner from that shown on the stteptan ~ Cotnmere Commercial an the Town Land Ilse Plan, which calls far large scale commercial uses to be
approved by the Morrisville Town Board without prior approval of an amended plan by the Town of WREAS followin these hearth and based an the testimon and information received, the Town located at located at,interchanges or intersections of major thoroughfares:ln.additian,.Withthe ,
' $ ~ Y candthon Morrisville, Board makes the fotlowing,faidings and concIusinns: ~ . co~nditians proposed by staff and the Planning and Zoning,~3oard, the plan is canaistentwith ,
the writte the written goals and objectives ofthe Town nand Use Plan, The plea is also consistent With the Town's Thoroughfare Plan,
' an of a We W ke Coun Soft and Erosion with the 1 l~artbermare, before the rear ce try bnft~mg permit, a ty ~p1NGS Control Division must issue a CerUi#icate of Cornplianeer The developer, with the buitdiag .
permit appGcatlan, musk submit a copy of the Certificate of Compliance to the Town of l l5, acres 95.95. located in B• T1re Ararit B. The sed devela went is a 'atel located with res act to trans rte ' facilities
1, TheSul)Ject property consrsts of atotal of 6S ( acres are Agorrtsvige. Building permits wilt not he issued unfit after approval of consaruetion drawings water and . Morrisville and 19.70 acres are iocatetl in Durham}, located anthe northeast canter of , water and sewer supply, fire and police protection, and sinnilar facilities. Water and sewer
and ~ua:nce of a Certiftcate'of Compliance from Walre Counfp. C el mill Road .C..54 and the future I=540 intersection. The reli ' tat divides Imes are R hap {N ) p mtnary p lines are available and can be extended to,the sits; capacity is available. Police and fire
the property into 15 lots. protectior protection are available and adequate: if necessary, the 1'aliae Department may access
Please cntrtact ire at [phone] if you have any further questions or require additional space pro information. space provided by the applicant far use in support of the Town's law enforc~merrt
2, The subject property is classified Major Commercial under the Town's Land U~ Plan. activities. activities.
Sittc:erely, P. The sed S6 Wily rat Canna un a traffi c cation or create rc hazard. The
3. The ro is zoned General Busiaess Conditional Use (excluded uses are adult F. The pr. o~ p I~3' establishments cemene keno laudifrll and mini-sto Traffic ~ Traffrc Impacit Analysis by It~imley~Horn 8c Associates snbmftted by the applicant, and the
rY) ~ PeerRevt Peer Review analysis by Earth Tech ~rfornted at the request of the Town, demonstrate that
• ~ the traffic Courtney Tanner 4. The propn~d project is a shopping centnr• with two retail stores greater than 75,000 sq.ft. the traffic impact zs acceptable. The Levels of Service at the site and at nearby intersections
Plarurer Il ~ (Wal-Marfi-approximately 203,819 sq.ft. and Sam's Club - apprwrimmaately 134,d08 sq.ft.). will hat b ..:Will rat be any l~s with this project than without this project. At Earth Tech's
Town of Morrisville Under Part C, Article IV, Table of Permitted Uses, a retail store greater.than ?5,000 sq. ft. recomm~ recommendatian,rhe applicant recomputed the intetrtal capture rate (10% vs, the original projecction of 23°~} and made additional road improvements withinthe project to
requires the Board of Cammissinners to issue a special use permit To issue the permit, the projection accommodate this impact. The Board includes Attachment 33: Latter dated May B, 2406
Board must make 6 findings. accammo Attachment frotnA. E from A. Battle Whitley, N, PE, NCDOT District Engineer.
. 5. Based on dte evidence and testimony received, the Board finds:
t7urMissian~ The Town of Morr~isullte is dedicated to enhancing The qualitg of lie bg preserving ourpast and protecting our 1 of 9
future through a collective crommtaritg pnrhr¢rship. ~ bnIancing responsibta growth with care values, cue embrace a sense of 2of9
. membership, comrnunieatian, andsupport. '
Sj~,1ONS v vi. Provide an exclusive westbound right turn Lana with storage extending to
d. Exht'bit B: ElF3 2 and ~ 3 do hat comply with the proposed guidelines unle~ the Driveway l on Proposed Raada+ay,
description only refers to paint color, hat material. The developer shall make Based on the foregoing Findings, the Board of Comm?ssianers of the Town of Mornsvrlle oor~ludos . .appropriate changes to the exhibit. e• ~ c. At the intersection of Chapel hill Road (NC S4} and North Rightdn/Right-Out
that the apphcant has met ttm regttsrements far rssuance of a speaal use perxnrt for two retail stares p Project Driveway:
greater ttmn 75,000 square feet, in accordance with Part C, Article I'V, Table of Petmrtt~l Uses in the 9. Trans ortation ' mveanents recommended in the TIA shall be coustrunted as foltaws subject P 3 Morrisville 7.oning Ordinance.. to any modiffcatians required by Norkh Carolina Deparhrneart of Transpartatinn CD ,the i' i. Construct an additional northbound through lane an Chapel Hill Road (two
~ ~ • City of Durham, andJor the Town of Morrisville for transportation facilities under their . total);
respective jurtisdictions: ii ii. Construct an exclusive northbound right tam lane with 100 foot storage length
and appropriate •tapeX on Chapel Hill Road; and
9.I Prior to•the issuance of any certi5cate ofoccupancy for Lots 2-14 and Lots 12-14, the NOW, THEREP't}RF, BE IT RESOLVED THAT THE MORR]iSVH,~LE TOWN BOARA Ol;
COMt'HISSIO RS a yes the seed S i Use Peuuit vision date of J tra~c sigtia! at Buries Corot, Church Street, and Chapel Hill Road (N;C 54) shall, be' ii ~ PPro Prof P~ ~ ~ y 23, 2006}, iii, Construct au additional southbound through lane on Chapel Ball Road (two V " total); and
Site Plan si ed and seal date of January 23, 2006), Master Si Plan (Revision date of October 28 fully installed and operational. Nohvit}astandingfhe foregoing, certificates of 2005 Uni of Deli Guidelines ' 'on date of Jan 24 200 for Shiloh Crossin S , occupancy may be issued for a maximum of five (5}lots for Lots 2.10 during sack time
Center subject to the fallowing conditions: as NCDOT determines that a signal is not warranted at this intersection. Said signal iv. Constrict westbound. rightturn lane with l00 foot storage length before AI_L CONSTRUCTION AND MATERIALS TO 6E IN ~ orossingmanauversamdparkingonNarthRight-ln/Right-OutProject STRICT AGGORDANGI WITH Tf~l~ AGGEPT~D POLICIES
• shall include upgraded metal pales approved by NCl)OT. Driveway. OF THE TOWN OF MORRI9VILLE, AND UNLl=55 O
1. Subject to the issuance of a parmit by the Tawn`of Morrisville Fire Departrnent, it burnirr 9.2 Prior to the issuance of an certifinate of occ arc for Lots 2-10 and 12.14 the traffic P $ Y uP Y
shall be perttritted during land clearing operati.ans. signal at the Proposed Roadway and Chapel Hill Road C 54 shall be full installed d' ~ ~ ) Y d, At the intersection of Miami Boulevard (NC S~ and Church Street(Surles Court'; SPEGI ~ IED, D>=1~R5 TO THE NORTH GARQL INA DEPT, OE TRANSPORTATION (NCDOT) STANDARDS,
2. Prior ta.0re issuance, of any building ~rmit, tite cuzrezit property owner shall submit a vohm and nperatianal with intercamrection to the signalized inier~sections at Surf i, Restripe the ens#bonnd approach of Church Street to provide dual left turn SPEGI F ICATI ONS, d DETAI L5.
~ 1 1 C 54 an - 0 amrexatian petition. CatrrtlChape lire Road (N ) d the 154 westbound ramp/Chapel Hill Road {NC . 54). Notwithstandingthe faregaing,certificates of accrgraneymay beissued' flu a lanes and ashared #hmugh-right Jana; and
3. The Bluish Cro~ing Master Signage Plan shall apply to the entire projeart. The applicant has maximum of five lots fa' Lots 2-10 dttrin such time as NCDOT determines that a i $ ii, Consa#tuuct an exclusive northbound right turn lane on Miami Boulevard.
agreed in •limit the ground signs in both Durham and Morrisville to those identified in the signal is not warranted at this intersection. Said signal shall include upgraded metal c. ~ c. At the intersection of the Proposal Roadway and Project Driveway l:, rn
Master Signage Plan. poles approved by NCDOT. i i. Provide eastbound left-rum lane with a storage extending to median as shown ~
4.. All crasswallcs except for.thnse located in a) publicrights-of--way, and b) pzivate roads shall be 9,3.:. Prior to the issuance of any certificate of occupancy, the following improvements sha11 an Figure 2 in`Attxchmant 35 on Proposed Roadway;
defined with stamped asphalt, stamped concrete nr pavers. be installed by the applicant subject to any modifications required by the Town of ii. Provide eastbound right-turn lane with storage extending to Chapel Hill Raad O
Morrisville, Ci of Durharu and/or NCDOT; ii 5. Space not to exceed four hundred (4t)0}ware feet shalt be made avatlabte wrtliin the building t3' (IBC ~I) on Prapgsad Roadway; .
desi d for Deco arc b. ~ Wal--Martfor use Town.afMorrisville~olice Officers in P Y Y by a. At-the mtersectron of Chapel Hrll Road {NC S4).and South R,rgbt•In/Rrght Ouk
support of their patrolling nr law enfarcement activities within doe Shiloh Crossing site; Drivewa ~ ~ ill. Provide exclusive through lace an the eastbound approach of the Proposed Roadway; • •
' vided however that ifsnch is vacant far a cried in excess afore-hundred e' h' ~ Y l~ ~e p`'r ~`7 r. Conshuctanaddltl o till' (180) continuous days, then Wal-Mart stroll have the nght to take lack the space contemplated naxal noathb and Hugh lane on t~?apel Hrll Road {two
iv by this condition. total}; iv. 1?rovide westbound la#~ rum lane wide l00 foot store e 1 and riatc ~ ~4P~RTY OVVNI=R A?ND taper on Proposed Roadway; SHILOH MDRRISYILLE, LLG '
ii. Cotrsixuct an exclusive nnrthbound right rum lane with 200 foot hill st d. The Board of Camtrnssto>iers try approve any useallowed in tbrs:CGenpral-Business ° v
Cmtditionat Use District rovided that the cwmulalatitve traffic level nom lies with the a roved lerigtli and appropriate taper on Chapel Hrll Road y and . A P PP v. Provide a avestbnund altered right through lane on Proposed Roadway; X830 COLONNADE BL.YD., SUITE ta00 . . SAN ANTONIO TX ~f8230-2204
ra'ectTlA. If the cumulative traffic level does not Horn I with the a roved o'ect a ~ vi P 1 p Y Pp Ia' J ~ ru, Conahuct an addrtronai southborard through land on Chapel Hill Road (two vi. Provide art exclusiveright turn lane an the northbaund.approach of Project. PH. 210.641.681 EAX. 210.641.846
revised TIA shall be submitted and approved by both the Town and the Naxtb Carolina ~,tal), Driveway l; and
Deparpanent af.Trur?sportation (NCDOT}• vii iv. One (1)'eastbound imgress and one (1}westbound egress lane The westbound vii. Provide an axelusive right turn late on the southbound approach of Projec#
7. Ta the .extent practicable $om a public safety, engineering and'design perspective, the ri t turn lane sha11 be 100 foot fir11 storage le before crossin maneuvers gh ~ g Driveway I.
Applicant shall design and irrstalt a landscaped median in the Proposed Roadway between and parking,. ~ t: A f. At the intersection of the Proposed ltnadWay and Proj~t Driveway 2. Town of Morrisville
Driveway 1 and Driveway. 2. The design shall be finalized pryer to the release of the • i. Constntct intersection as a single lane roundabout with four one-lane APPROVED Ft7R CON5TRUCTtI)N
construction dra ' ~ b. At the intersection of Chapel Hilt Road (NC S4) and Proposed Roadway: i. approaches as shown on Figure 2 ux Attachment 35, U
' of Des' Guidetin i. Construct an additional northbound through lane an Chapel Hill Raad (two 8. The following charges shall apply to the Shrloh Crossurg Umry rgn es. total), g. ~ g, At the intersection of the Proposed Roadway & Project Driveway 3: Signature: ~ _ bate: l g3 s W
a, Building Materials'#3: The portions of building walls hat required to be masoruy shall
' use comerititiaus stucco lied aver concrete aiaso base cement fiber board sidin ii, ' Conshuct an exclusive northbound right turn lase with 150 foot storage length ~ i i~ Construct an exclusive eastbound left turwi lava with i00 foot storage length Town of Morrisvii~e,~Town Engineer Date/Initials
~ ~ ~ " and a m 'ate to er on Cha el IJill re-cast cnnaete ar mss . Cement ft~cr board srdm andpre-cast noncrete shall pp . ~ p P ~Y $ and appropriate taper an proposed Roadway. Engineering: f ~
hatexceed twee -five 2 ercent of each facade wall. . • iii..Conshuct art additional southbound thrau lane on C el Hill Road two 9.4 ~ Priar t tY P $h ~ ( 9.~4 • Prior to the issuance of a seriifieate of occupancy for Lots 2-10, the following shall be Planning:
b. Building Materials #11: A certifnation of cnr7ect installation from the manufacturer total); install installed and approved by the Town ofMorrisville: Other (specify): n/
shall be rovided to the Town 'or to the issuance of an certificate of c . • iv. Construct an exclusive saathbnund le8 turn lane with 350 feat star ten Al P 1'in Y oc~uPar? Y a$e a. a. At the inxersectian of tlm Proposed Roadway and Driveway 4: LnL
and appropriate taper an Chapel kfill Road; c. Site and Liglrtting #2: Parking spares shall be defined with paink striping, stamped , Signature: Date: W
asphalt, stamped concrete, or pavers. Crosswalks shall be defined wish stamped asphalt, v. Provide dual westbound left turn lanes with. storage extending to Driveway 1; Town of Cary Utilities, Water and Sewer
stamped conarete, ar pavars, and 1 , This intersection is not tc intersection is not totaled ht the Town of Morrisville"s jurisdiction. .
3af9 5 of9 Engineering Inspection Services must be Contacted (9191463-69Q7 at a minimum 24 hours priorto
4of9 the Commencement of any construction activities. rl
I a 1 V
CONSTRUCTION PLAN SUBMITTAL SCALE; N/A COND I T I e0NITS OF APPROVAL REV 151 ONS; j~ RA
REV I EW COMMENTS 07-21-10
AsSOCIATESINC, REVIEW COMNENTS 10-1 15- 1 PRIES1 VE1 N REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
SH I LOH CROSS I NG E PHASE 2 DATE: MAY 4, 2010
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax [phone]. Email [e-mail] ! Firm C-0488
SPONSORED BY. SHILOH MORRISVILLE, LLG PROJECT LOCATION: MORRISVi LLE, N. C, PROJECT: 2009-009, 001 FOR FE NCE ONLY
T':1LMD PROJEGT5\KOTHER5\2CG4-009.001 SHILOH GROSSING - NORRI5VILLE\DI-*\Cad57RUCTIGN\4TH SUBMITT&-A 02-CONDITION5,DW Jan O6, 2011 - 3:44 PM , C>RE& RELEASED FOR CONSTRUCTION

v, Na drive-tbru window shall be ernaitted 'scent to Cho el Hill Road C ' i. Construct imersection as a single lane roucalabout wiAi three ors-lane . P . ~ P ~ 21. For 21. For the Wal--Mart (Lot 14) and Sam's Club (Lot 13)structures, B1FS shall be a minimum of
a z~ches. ei PP ilb eight (8) feet from the ground This distance shall be measured from finished grade to the base
b. The rivets road loa~#ed south of Pro'ect Drivewa 2 and between tats 2 and 10, b. Option 2 (Two Buildings, Separate Lets}: of tl P J Y of the EIES material.
i. The buildingsshall be'placed on nr asclose tothe Efty-Eve (55) foot building 22. Rea 9.S 1?:nar to the issuance of a certaficate of occupancy for Lot 12, the fallowing shall be 22. Reasonable care shall be exercis~l to keep building facades in a condition comparable to their
' installed sub' to an modifications aired b the Taws of Marxsville Ci of setback line from Chapel Hill Road (NC 54) as pracctacable to create a more arig J~ Y Teq Y ~ tY care anginal condition on the date a Cerificate of Occupancy is i~;ued by the Town. `'Reasonabke
thurbam andlor NCDOT: unified streatsoape; care" shall include but oat be limited to repairing and/or replacing damaged ar warn exterior
ii No aria shall be located between the buildin and el 'fi Read C f~a a. At the intersection of A~ Proposed Roadway and Froje~t Driveways S and ti: P ~ ~ ~ ~ mad facade building materials, and ataerwise maintaining building fac~les. All repairs shall be made within thirty (30) days.
54)~
i. Construct an exclusive westbound left" tam lane with 150 foot full storage 23. Frio 23. Prior to the issuance of arty building permit, the record plat must be recorded.
le and r er nn Fm Roadwa : iii. No parking shall be located behveen the building on l:.ot 3 and Proposed aPP ~ ~ P Y Roadway; 24. taut 24. Outdoor storage, temporary and perntanert, shall be prohibited with the exception in the bale
b. At the intersection of tare Proposed Roadway and Project Driveway 5: and iv. A drive aisle is permitted hetween Chapel trill Road (NC 54) and the ~ anal pallet area an Lots 13 and 14 located adjacerd to the loading deck.
r. Canstierct an eastbound 100 font rightturn taper. buildings; 25. qut~ 25. Outdoor seasonal sales are permitted only in the area clearly identi#'nrci on 5aeet SP-3A as
c At the ' ection of the later Road and sed Roadwa : "Seasonal Outdoor Sales".
' " FrOPo Yr v. A drive aisle is ermined between the buildin on tat 3 and Pr" sed P g ~ 26. Overnight parking shall be prohibited, with the exception of tractor trailers contained within the
i. Construct an exclusive eastbound right loin lane an Slater Raad; ~ Roadway; 26. Clve truckwells, on Lots 13 aar114.
d t tea 10 foot side buildin t ' ii. ~Canstrnct an exchtsivc xiesthound left turn lane on Slater Road; and vz. The buildzngs shall be place a the g setback Izne o
the maximum extent,practtcable relairve to the shared property line between the 27. Adj. iii. Provide eachtsive northbound left and right tam lanes an Proposed Roadway. Iots• - for 1 27. Adjacer?t lais shall leave pedestrian and vehicular intercannectivity including shared driveways for Lats 2 through lt), to the extent practicable. N'o vehicular connection will be required
beta between hots ~ and d due ko the presence of jurisdictional wetlands.
10. The i"anal proposal submitted far Lot 1 shall meet both the Town of Morrisville and Ate City of vii. No driveway ar drive aisle shall ba placed between the iwo buildings. A Durham's ordinance requtretiasnts tti' each respective lttrrisdtdictional area.Lot 1 shall: concrete sidewalk with a minimum width of five feet sad landsea ' that 28, Dun
Amg 28, Dutrpster gates shall retrain latched at atI times, eac~pt during waste disposal and collection,
' a. Consist of one building with an archi#ecteual feature on the comer tq create a exceeds Fart C,Arlicle ZX, Seetiau 5 (I7aunda4on Plantings) is allowed and 29. Frio romineat carver ~ encouraged; 29. Prior to the issuance of any building permit, the property awaer shall provide a copy of the
P ~ ~ ~ lefts viii. Far Lot 3 no deivethru window shall be erazitted adjacent to Cho 1 I1i11 letter sent to all adjacent property owners regarding autdagr seasonal sales. ,
b. Be pulled to the ~Iback lines located on northwest comers along Chapel Hilt Road ~ p J ~ 30. Any 30. Any cart corrals in addition, ta, those spawn on the. Special Case hermit Site Plan approved
C 54 and Surles Ca with the ex tion Atat a drive aisle will be allow~i; Read tNC 54) ar the Proposed ltoad~ay; and ~ ) ~ ~ pert herewith~must be approved by the Planning Director:
'il . ix., For ltot 4, na drive•tluu window shalt be permitted adjacent to Chapel Hill c. No parking shall be located ba~ween the butldan$ and Chapel tilt Raad (NC 54); and ~ 31. The 31, The gas"station and caravash signage on Lot 14 slwall not reference Sam's Club.
Road (NC 54), ' d Parking shall be screen~l from view from Chapel Hill Road (NC 54) by landscaped ~ 32. The 32. The fallowing vacancy nutigation provisions shalt be applicable to Lot 13. and Lat 14 for as
be site walls as a cambinatimt tlrereaf. ~ 14. Upgraded landscaping shall be provided Qn the subject pro~rty' adjacent to the right•of=way kong as either or bath ofthe buildings constructed~u~rn Lot 13 and Lot k4 are awned or
' 'll R ad C 54 . This shall include trees with at least a 4-inch cola rand lob along Claapel Hi a (N ) Pe 11. No certificate of occu ease shall be issued on Lots 2.10 until a cortiSea#e of occupancy is op~ operated by a single entity, ~ .
P Y shrub vanetres of at least 30-inches m laze at planttng. issued on tot'1, a. a. The exterior of the building, associated parking kot, outside lighting, kandscaping and
l.S, On tl>e east side of Chapel Hill Road (NC 54) as illustrated m Attachment3, the Applicautt shall irrigation system, as applicable, shall continste to be r~arated;.maintained, secured, repaired
12. 'The Applicant shall notify all prospective tenants for Lots 2.10 in writing prier to leap record a si easa;ment and shall allow Freston,t)evel ent'to install tewa manumentatinn. of occtt aitc shah issued an tots 2.10 until a certificate of ~ ~ ~ , ' ~ Y execution that no cerhftcate p y be or replaced in the same manner as when the buildings were originally occupied; "
occ auc is issued for t.ot 1. A of said dacumentatian shall be forwarded to the Town l6. Applicant shall install landscaping and gateavay monumentaaon an the west side of Chapel [sill ~ Y SPY Str t aiiid die fitiatre T-S4Q as illustrated in Attachme>zt 3 b' b. ,All exterior business signs shalk be removed and exterior building facade surfaces shall be
prior to the issuance of arty site plea application for Leas 2-10. Read (NC 54) between Church . ee . , repaired and repainted to provide a~neat appearance within 34 days a&er the building is
(Monumentation}endAttachment 10" (Landscaping} subject #o the approval of an csieroachment 13. The Applicant shall comply wiAt all requirements in either ,Option 1 or Option 2 below: cement by NCDOT and North Carolina Raz`Iroad. ~ysically vacated by its original user; ,
c. Trash and litter shall be removed on a regular basis at least once a week in the'area
a. Option 1(One Building, One Lot): 17. The licarit shall install landscaping in the meifiaus of Chapel Hill Road (NC 54}, subj~t to APP ,surrounding each~uikding;
i. Lots 3 and 4 sltaaU be combincrh into one lot with no niore than one buildin approval by the Tawas of Morrisville and NCDaaT. The Town of Morrisville shall be $
placed oa it; responsible for the maintenance of said landscaping. d. d. Saauld either of ~ buildings be vacated by its user far a.period longer than six (b) months far any reason other lbann fire or some other casualty ar farce majeure event, ar for
the E -five S of bull ' 18. Brick walls as illustrated oil Sheol L•8, shall be installed prior to the issuance of any ceciiixcate u: The butldmtg shalt he placed oa or as close to fty (5) fo cling . ' ahetarians, remodeling; additions and/or similar construction activiries, then, the owner af'
setback line from Cho el dill Road C 54 . as ctieable to hel a~eate a of occupancy: P } l~ P the kot wild list such vacant store with a cotmnerciak real estate broker, advertise the
more unified streetscapc; ~ Th ' ervidus surface for.the~ ro'ect shall no# exceed ' -five cresol. For each let 19. a imp p J P property and acctively seek and consider offers for anyuses permitted. by this Speciak Use
e s and Ch el Hill Road C develo d, die im ervious~ surface: calculation for that lot in addition to die total impervious iu. No parking shall be located between th bui3dutg ap (N Pe P Permit, Furtbermare, the owner will not iinpase~ antircanpetitive covenants or restrictions
54); surface far the project shall be provided in the site plan summary table required per Fart D, with respect to the future commercial use of the buildings by deed ar contract, the intent
Artticle lt, Section 1. iv. A drive aisle is permitted between the building and Chapel Htal Road (NC 54), . being to ensure that the owner will not prevent the building from being aceapied and used
and 20. All Exterior Insulation and Finishing Systems (E1FS} shall be carrecAy installed as certiEed by . by a business which is similar to the one being operated on the lot just prior to vacancy. ,
the manufachuer and said certiflcatiai. shall be provided to the roam prior to the issuance of e. e. The awcux of the lot will demise tae existing building far adaptive reuse as necessary at
an certificate of occ cy. aThis intersection is not located inthe Toxin ofMnrrisviale's'tuisdiaron. Y too owner's expense to meet doe needs of future tenants which have a minimum space
Z of 9 b of9. 8of9
.
r uiremeitt of 20,000 square feet. The comer will orm a market stud to determine ~ P~ Y
actual market rents far similar s ace in the same submarket and if such reirts are below P ,
our arrxemt lease costs to life landlord, the market rents will prevail.
TO'U~1T Cl~" MO~ISVY~ Furthermore, tenant improvement expeez.ces requited to redevelop the space will be F,Q Bmc 166 919.463.6240
considered by the owner upon satisfactory review of the tenant's financial sfatemcrtts and Motrisvill NG 27560
such expenses will be loaned to the taxta.nt and amortized aver the primary term of the lease
in addition to the base rent and "triple net" lease expenses.
i' burin die eriod in which the initial tar of the boil ' located on either or both of g P Senber l3, 2006
Let 13 and Lot l4 na longer occupies the buildings and has failed to fired a tenant far the ,
same, such owner agrees to eommiuaicate on no less than on a quarterly basis with the ANt3ELt~lI D$Vlaf,OPNl1~t7`, IdaC
Town of Morrisville Flananag Airectar or his(hcr desigaee regarding the owner's efforts to clo Jaa,A6altggeloni N T ,ALL GONSTRUGTION AND MATERIALS TO 6E IN ~
honor the above commitments. Pour Bxeautiva Campus 771 Cba'hbtat l~alevarzl, Suite 104 STI?IGT AGGORDANGE WITH THE AGGEPTED PgI.IGIES
g. Any breach of the foregoing provisions contained in Scotian 32.a. - 32.f. beyond any ~ NJ Oggp2 Cherry OE THE TOWN OE MORt21SVIl.LE, AND UNI_E55
applicable cure period shall eanstttute a violation of the Town s zoning ordinance; SPEGIFIED, DEFERS TD THE NDRTH GAROI_INA DEPT.
provided, however, that Elie Planning Director of Toavn shall have the right to waive an Re: S Peaait for Shiloh G'rwssiug, Tawu ofMonrhsvflle Stllr't15-A7 Y P penalties due to violation if Planning I?irectar concludes, in his/her reasonable discretion, . OF TRANSPORTATION (NGDOT) STANDARDS,
that the owner is taking proper steps to fulfill the obligations of this Section. Airy waiver Dear Mr. Aagelomt; SPEGIFIGATIONS, ~ DETAILS.
by Town of any penalties that could be assessed under this Section shall not be deemed a
waiver of any other rights that Town has under this Section inciudin the ri t to assess You have contacted our o~ue, throtig~i yriruur local attaeaey ~~on Barron, seeking g ~
enaities in the Eaters. clarigcatioa rela~d to the abovereferencsrd use p~rait approval. S1acallY, Yom, P asked whetlbar Resalattians 2t106.033A ~ B adopted by the Mirnarisville Board of Coinralssio~s
33. To help ensure pedestrian safety, additional tragic conttol signage complying with MllJTCA on Surer 2b, 2006 include approval of a varlauca for o~taita roadway iinpir?vamepts as t+egtrssted W
standards shall be added adjacent to the public entrances on Late I3 and 14. dwruig the ' appiiia~it process. Resolution 2006.033A adapted by the Fawn Board of l
34. The devel shall ctthe ad F' Caninaissioaers appravedthe Spaeial'Usa Pennit,the SltePlan,the Unity of tksiga Guideli>wes, oiler constru ro network as illusttated an figure 2 an Attachment 35, ~ g~ah' . Resahidon 2006A33B ved the Pr
abed Mir Signage Plea Cmsalrjg appro eihninary
Subdivi~aa Flat far Shiloh Crasshig.
Adopted. this 26dt day of June 2006. A vaaiaace was for the 9hiloft Crosshn Pro eel, as shown aez corn~panderbce . 8 ~
sad related niatertals dated Jame b,2006, atwpy ofwhich is atiaadied h~eto. Pialinainaty
SrthdivisionFlateoitt~ raedvvay imp than vmyfratathaso athexvviserequirccl by the R
Fautk~r, Mayor Town Subdivision Ekdmance, Farsttaat to t#rri~e I, Section $ of fiae Suhdivislon tb:dinmoe, the l?lanidag Baaard may recanaaatencl and the Heard of Compaissioners is atuthorzed to vary d?o ~C~RNT: W SHILOH MORRISVILLE, LLG
ATT : provisions oftlus thdii>aiiae. 8830 GOI.gNNADE BLVD., SUIT7w 600
SAN ANTONIO TX X8230-220 PH, 2tp.641.8~8~ PAX. 210.641.8463
Al}or ro?nevuing the Shiloh Ella matexials auad the ordinances and resola~lans ~ inthis letter; i# is myoffiaal irrtarpretatiun, es A~ Tnavno~chal chargedwith
nater~etstiaa of the S~xlivisioa ~ and floe Town ~ Ordraanca,that Town Board
Diana ti. Davis, awe Clerk Resaluti~ 03,3A and 26.43313 inehtda ~Pthe variance stforraadway
impcavcrtaents. Floase feel free to contact me directly wide any question or sornrrtents. Town of Morrisville
Sini~mo , z~ ~ APPROVED FOR CONSTRUCTION r~
ca
U Signature: ~ Date: t. I~ 2.ng 6 W
'l"am Gauss Administiatcu
Town of Morrisville, n Engineer Oate/Initials
Endassn+es Engineering: 1f
Planning:
co: 1v1BV Tnvnstnrs, IvLC, cJa BlaelCley . Sat Musaira Other ispecify); n/
Jason L, Barron, Atinn>ey~at-Law
LL Signature: a3 Date:'~'°
Town of Cary Utilities, Water and Sewer Z
Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prier to
9of9 the canimencement of any construction activities. ~ ~ 6O f"1
LLLi r
GONSTRU.GTION PLAN SUBMITTAL SCALE; NIA CONDITIONS OF APPROVAL REV 151 ON5:
REV I EW COMMENTS 07-21-10 PRIE T RAE AsSOCIATES,
REVIEW COMP ENT5 10- I- I S 9 V N INC*
SH I LOH CROSS I NG PHASE 2 DATES MAY 4, 2010 REVIEW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2009-009.001 FOR FERENCE ONLY 3803 - B Computer Drive, Suite 104 Raleigh., N.C. 27609. Phone [phone] , Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
ISPONSORED BY.' SHILOH MORRISVILLE, LLG PROJECT LOCATION: MORRI5VILLE, N. G.
P:1LANP PROJcGT5\XOTHER5\2009 00.ODI 5HILOH GR0551N5 - MORRI5VILLE\DW5\GG15TiULTION',4TH SUBMITTAL\ 03-GOMDIT IONS. Db, Jon 06, 2011 - 3:4A PM , GREG RELEASED FOR CONSTRUCTION

SUMMARY OP IMf'~RVIOUS AREAS
' il'1F~vI0U5 - IiVIOIIS Ii'•1C~1/IO115 t01'AL A AL Ott IN ~ IMP~1!IOU6 ~ D'1't~T ~Ri~R~A
LOt I~OP055p AAA kOAp Np l_ ~ f~CF~1fiAC~
N0. I.1S~ AGl 511~WALK vP~IAL U5~ I7~VI~Of'ht~N1' ~ L0t 9HtiAH CRQSSi~G CQl~I;tC~ A~~V'~C?4?~1N~ HpA~IOVA~' I1~GN ~A~AfiiC~
~ (ACl Ai+l (ACJ f~
2 Ol1t~'A1~1=L 1,57 0,32 1.20 0,88 76,53`~a
3 Ol}T~''AI~i=L 1.83 0,16 1.31 1,15 71.~io 4 OUt~'AI~~L 1.72 0.34 1.29 0,95 75,00"io ~~ueiaueim~+ws~~ a~~~yy1s~}~~atS~~ahBoa[evard~~~;,'~1~ropa~~Cauu~ctor~ta.,ad',~*y}~~'",-l~~ te~liiM~%. ve~Y't~~.,~s~$"
• 5 Ctlt~'Ai~~L 2,07 0,33 1,43 I,10 69,OS~o ' • .~.L.^ .rt. t~ ~i i ~Ylw . :.if~~i a4 ~ L~.+ JS ~.'w ~ CTii1tW7~'r`•~ 4~Ir+:!?~~i~~•-3`~~.~,0.t'tp1'.~nrlar'.•','••'•V.'~"yR'~' ' rr rt'C ~ , ',r.. ~d~i t .5~.. v ~ n'~4.~tr_~_,,eM,.'~y.~•=::r~+r+C'rs. "`'fan a
~ 6 OU7f'Al~p.. 2,43 0,05 1.54 L49 63,37°ia «w' "FKA' ~ ~ ^~1.. w tCY' x . w. ' y.. L':.Jt . w`ta~`~ f . ~ r':'".,.. . 1ry", ~,~,C y~ 1 Sit ~i v •4. ~ . r ~ . ~ , ' . • i!°' .V' . i .yrib,, yP 41' as„',t S w. ;1,Nu. li 1, f
~ psi 14q 7 OIJtI~A12G~i. 2.32 0.10 1.~ 1.16 54.220
8 DU11'Ai~CI~ 2,01 0.16 1,18 1,02 58.71 "Pac? mac" jar Nom Res~lmitial ~oIIc~tnr C Nanl~esidattt~t Local ~'da~tixl 1Vllowrisvit;le's i~rdinauce
• 9 OU1~AI~~L 2.3& 0,35 1.12 0.78 47,060
10 OlJti'AI~q.. 2.28 0.°~ 1,69 1.31 74.1?°io ' o~'l~ 65~ ordir ~Tlfl- HlA~ v~
b I) 01~4~I Sf~ACE 12,39 0,4U 1.22 0,82 9.85io P~vemalt, ~dtd 7~' ~(vanaa~e var<i~c~ea ~8' to 4U' vani~ce} S ° ~ ~ 34 mp4 var~el ~ 30 m vaci~l
vosoaaan 12 F'Ibc la~i'AIL 23.21 0.94 15.75 14.82 67.85~a t?~ e, ~qo~ ~
tOtALS 54,21 3,53 28.99 25.46 53,47°6 Pas~d 5 ~5 vat~ance .~S za ~~e 25 m ' variance} aril ~ i3°la (b~) fl.796 ~l I19fi ~Eax~ ~.7%a it1 11's6;# 7°Ya {mil
Caurtnay 1'aruwr NOTES: Tnwa ai'Morrh+ti}}e V€!ts itl mr~sord~tcel m~tsprdmaaae
1007ownHallDriva (1) Total areas exclude dedica#ion of public right-of-•way Sr t Dim 240' n meets a~aaor~~ 2p0' m} mats orfittrance) ~4ti' ~
&Inrrisvllla,NC2756U ~ (2) Qutparcels and Lot 92 assume 90% impervious ® ~ within buffer/setbacks and 100% impervious li` vac i9t, 3~ ~,9- ~7-sad 19~st, ~7~a$
Ra; 8ldioh t'~oaatng Ccmntetica} Dav iapm vs:fance} var+aEtce~
)1~arrisville,Nordrt~mllna for portions of Lower Shiloh Way (3) Lot 11 includes Wetlands B, C, D, and portions S~~ ? tip . ~'t~iaw~tttasd~wa~?-1~ ~ol~lC~avmRrway-eta NotmatCcowaRrJa~?-Na
t)~rMs Tang; of Lower Shiloh Way Su~l~va>?~€a~z '~rii erdev~ticm ~aariat~e"t S 'on yeti
' (4) Lot 15 includes Wetlands A and E ran 144' >xleardi,~tlcal lE4Q' (~rse~sordmancs 144' aoi~?
i'u~~nt to Artiola 1.8eation 8 of the Town of Mo>rlavilta ttu6dirrston • i~r~aanae,pyar~rutais~ara4y~gttegfedarthepropnsadpubllar~dway (5) Town of Morrisville Stormwater Runoff Policy limits Mtail~la H~a~ Rac~ns ?S4' van~ncs} X54' valaia~ce~ X50' Cva>,iaurr~1
• wlthlnthaShilnliGraasingCornmamlai~Jevelppmat4.~Thavarian~ ~ overall im ervious to 65% Min. Len of Curve 150' meets ordinance 120' meets ordinance 120' meets ordinance
i u standards as outlined in Artlala Vii, p requashrdparmins toro~dway des g Curb Return Radius 20' meets ordinance 20' meets ordinance 20' meets ordinance
a draws and table culls Iha mirdarum design criteria usat The attaeb d ~ ~ ~ wn arc Distance of Driveway from 100' (min.} from paint of 100' (min.) from point of 100' (min.) from point of
In the design of dra on~sita roadrvaYe and denotes the crass arc Intersection of Narned Street tan en of the curb radius tan enc of the curb radius en of the curb radius
' requesting a vartstroa W the aunent orrgnartae. Speaitiaal{yt wa raa asking fhr a variaaca 14om the foAawhrg Saatlnns under Ariioie'Ni; Intersection Ali ent 80° min. 84° min. 80° min.
Distance Between Drivewa s 200' min. 200' min. 200' min.
i.4 ~-Pavamonl Widths t,9 a-paai~?g~edl~Aoatad Simad
1.9 a _K valttas {3agand irfiostl
1.5 d w Supareiavatlon and Mlnlmutn Cagtarlioe Radial
• ~ Thera ~ ~varal teasotts io supyort our tatluest i'or a variance in
Iha abava deaEga ta$uirameais Firs, tits reduetiens in spaad wig cot as a
train oaltning raeassua w~lah wilt improvo utotnriet safaq. Lower spnnda and narrower areas aaotlona will also hrtptgvts patlaatsian as
mmr~nws arneswalka era located on and adjacent to the new tvadway.
Lastly, these varlana~ willmin;atiza jariadiatlanal snroam itnpaats as that'
allow fnr a mare potpandimdgr steam erossing ~d lees rnndway eras that mud make the nro~mg~
The 7'rnm'a S~div~lon grdinansa silowa the >~oard of Comtxladonara Eo apprava varlanate to dra t7rdinnnne. We rospentttrliy requaat approvoa of
the varisnaas described abmre
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NOTE=;
A t~ ~ t ALL CONSTRUCTION AND MATT=RIALS TO Hl= IN O ~ STRICT ACCORDANCE WITH THE ACCEPTED POLICIES
~ Mr~ ~ ~y..~. OF THE T01^iN OP MORRISVILLE, AND UNLESS
r'--' 4 5f'EGI~IED, DirFi=R5 TO THE NORTH GAROI.INA 17EPT, O
~w . ~ ~"f OH TI~AN51~Ot~TATION (NGDOT) aTANDARDS,
(QniA ~t;oana~Tu~7ara4.7aa4,Wasea ,a• ~ { Sf'EGI~IGATIONS, ~ DETAILS. O
undl~9~ial6a, hcra s -u~~~ ~~r"
~r e r ~ ~ ~ m®
if u have ~ ltatltar questtana or aamtnan~ please do not tlasitnte to Yo W
.t? ~ti ma at 697-Z46t ~ d } " ~ ~
;ice ' ~ ' Vary truly yauca,
KIM ~Y•»4A~4 AN>a A t}Ci T88, iNG. ~ ~ ~ 0
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Attached. r ~ a ~ "'fir ApPLIGANT: ~ 1 _ ~ ~ SHILOH MORRISVILLE, LLG C
Exht6it ~ Minhnuro D i Criteria r ~ gn , hib t~, g830 COLONNADE HLVD., SUITi; 600 G
t idtEi V~,artoo Cx ~ Exi,ibti - Aavcrrtsn W . ~y ~ ~ r : ~ SAN ANTONIO, TX 78230-220 O
nu~Nai~n oiMc~dutq~ uo~o?anrna„raHnv~i~rmaaaaa~assm~ ° ' ~ aro~wesour PH.210.641.848T ~AX.210,b41.8463
w ~ r ~ , • ~.,ya, ~a9
.r,,....5.......~, wwe~ ~'b r • ,4V. ~w~~t`
rqr D08-t~i'? Town of Morrisville rr
.s ~ ~1rr i APPROVED FOR CONSTRUCTION ~.1
~iaNraw W
~ it~N a~~ FAV FAV+i't' 1fi~7Fl ,pio~nee~u V 1i~ ~ ~ ~ Signature: C Q Date: 113 2 oa I
~w Town of Morrisville, wn Engineer Dat Initials Engineering /
Planning: (q It LCX
Other (specify}:
Signature: A Date: Z
Town of Cary Utilities, Water and Sewer
Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to
the commencement of any construction activities.
r
REV 15 1 ONS:
REVIEW! COMMENTS. 07-21-10
REV I EW G NT I 15-1 0 PRIESTCRAvEN ASSOCIATES,1.1 .
SH I LOH CROSS I NG PHASE 2 F GONSTRUGTION ULAN SUBMITTAL SG ALE. N/A qRTE: MAY 4, 2010 CONDITIONS OF APPROVAL REV I EW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
FOR FE NCE ONLY PROJECT: 2009- 009.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone] , Fax 919 / 782.1288. Email [e-mail] / Firm C-0488
ISPONSORED BY: SHI LOH MORRI SVI LLE, LLC PROJECT LOCATION: MORRI SVI LLE, N. G,
P: ALAND PROJEC 5\XOTHER5\2009-OM.ODI 5.11LCH CRO551NO - MO:~RISVILLE\DWGIGGNSTRUCTION\/TM 5UBKTTAL\ OA-CONDITIONS. Dl* Jan O6, 2011 - 3' 44 PM , GREI REL.FA5ED FOR CON5TRUCTION

' ~ j ~ ' „J , - ~ I ( ~r C.. ! 1 ~~lf?j f~ ~l ~f /''z f f a~ i 1 ~k f ~ r ~ d F A i f OFF`. 'r'p / ~ 4
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UE GTRIG ~ G_ t ~ ROP~I~TY I N~ TAB ~ Pi~QP~I~TY BC?UNl~A1~Y GU~ZV~ TABI.~ GABLE ~r~TAL ~ t ' , , , > , L L ~ ~ ~
~ ~ ~ i c GTV GABLE N UP_ UNDERGROUND POV~R I ~ 1 ~I ~ ~ ~ ~ _ m. _ m_
LiNE BEARING DISTANG GURUS DELTA RADIUS ARG TANGENT GHORD GHORD 3EARING - , - ' `,,~x'% , ` ' w.u. ~ ; e - _ , 1 ~ r fl . ~ err f , f~ ~ , F° a~ ' ' ~ ~ , r'/ ' J~ 'F
PL2 561 43 05 W 44.x2 PGI OI 2143 1g55.g4 18q.i I 84,56 18q.10 532 4113 S E~ CATCH BASIN ONP aVERHEAD pot~R ~ ~ ri . - - ~ - w , _ ~ ~ i ~ 1 , -l i a f ,t. ~ ~ r~ ~,.a i, - ~ i i d a l ~ ~ i/~ ~ i r ~e~
4 N31 315E ~ , _ ~ . , , ~ G PL3 N86 0210 W 130.16 PG2 5q 3q 3q 41.50 4q,4b 21,24 1.26 5 _ ~ A ` - . G t
PL4 N86°O2'IO"W 4.7q PG3 25°54'13"' b01.50 21L94 138.34 269,b3 NSD°40'11"E ~'-.--.G~ o~rr u1"_.~uaERC~auNO rE~e~++pt~ _~.r~ M1 , M 0 I II D 1 II 0 1 II ;5r1.'~'. ~Nr,r -~I PL5 N18 36 45 W 18.18 PG4 I q 2 0 8-1,50 30,35 15.33 .2D Sbq 4105 S ~ GURB INLET unL~Tr POLE _ r ' .,.~1- - , , 1' ~
n..~ ~ ~ ~ ' PL6 Nlq °43'15"W 20b.8q PG5 24°40'44" 31.50 16,15 8,20 16,03 541 °30'25"S ' ~ w~ ~ /IQ(t! i Jt ~F ~ ; ~ 'if?~ ~V ~ A{L..N?~ ~ ~4~1
PLl Nlq 4315 W 84.03 PG6 q3 3b 35 77.05 125.88 82.Ob 112.34 N15 40 2q W ! ELEGTRIG eax WATER LANE _ . , o a n o I n o f ° ~ y
1.50 54.34 2& 6 53.41 N15 1845 5 . ~ ~ _ PLS 580 4413 W 504,4q PGl 35 3503 6 0 - ~r ~ ' ' . 0 1 n o I II o 1 u `C~ ~ pIi2E HYDRANT ~1_ WATER LINE MANHOLE ~ `t~`"~ 1 ~ t
PL9 551 Ib 13 W 113.96 PG8 i2 22 03 632.50 136.53 b8.53 13b.26 58b 5515 W ~v w~,, - a; ~ , 1~ ~1 P I N II PGq 2°28'00" 282.50 115.70 58,b1 114.80 Sbq °00' 13 "W 1~ ^ n ~ ' L 0 6 6 22 W it (Xl ~ GAS v>~.vE ~ wAreR hE1"ER . ~ , ,7 ~ ~ , 1
PLII 541°58'53"W 73.47 PGID 54°41'25" 211.50 205.46 111,12 IQl.gO N84°14'56"S 1~ ` ° ' ' 0 1 u D I n n I u 'I '~iit'= ~ kfr
PLI2 a44 DI 14 W 100,35 PGI I 45 4152 8150 69.14 3b.8~ b1.95 545 45 25 E GRATED INLET D4 WATER vALVE i " ~ 1. ~ , t. y4, , , ~!ts / / ~~P ~ r ~q $ i t
PL 3 S 6 31' 'W 131.73 PGi2 131°31'5" 12.50 Ibb,42 161.01 132.21 N88°40'02 W kv.~ ~ ~ I~ ` P 14 ° 4 PGI3 18°35'26" 3b1,50 119.24 b0,15 118.12 N34°52'09' i= ~.---.LIGHT POLE ITi T~~PHONE PEt~STAL ' t , L 541 58'531 W 5 .05 ° 1 11 D 1 11 ! ~ . ~ , ~ ~ ~ ' ~ r/
~Ile~~illr~IA~~rr~w~~~ 1.:, '''1 PLIS N13 5142 W 165.b0 PGI4 02 ID 5q 532.50 2D,2q 10.15 20.2q 543 0423 W MANHOLE ~~TEI.~^PHONE MAt~IOLE r. W. , ' ~ ~DUI~HAM COUNTY ~ ~ ° ~ ~1 r ~ ~ r~ r~ ~ ~ ~ ~ 1~ ws~ 4 ~ ~ rye ~ ~n~r~ 1~ ~ w wlf[ ~ iii wr ~r.`is ~ t~-e~~ a um~ ~ w~-~~p
D I II D I II 1 0 I II i 't e t i PLI6 N34 4354 W 11.43 PLIS 64 Og25 217,50 243.55 136.32 23.02 Nl 0336 E I ,,,tz o, ; I ,b r ~ f V 111 . w COUNTY I ~ a~r~~ dM ~ M r ~'Irii N uiv as _eb~'~ ~ ~1 ~ ~ ~,r 4 ~ ~i r ~
1 ~ ~ I, I,1~~~ ~ t ,u PLI1 N34°24'13"E 134.9q PLI6 5D°52'58" 282.50 250.88 134.39 242.'72 880°41'4q"W ~-STORM MANHOLE ~...,TEMPaRARY~IGHMARK , i r' II ~ ° I u o I n o I n 1's+'y ^I ' t PLIS N35 24 44 E 341,13 PGI1 04 36 51 3582.51 28q.42 144.1q 28q.34 53q 41 O1 W r ~ ~ ~ , , , I `I I • , ~ ,
PLIq N33°11'11"E 332,18 PGIB 20°4052 1191,50 432.24 218.50 424.40 5bq°41 D8 W ~--~MP ~d-FieEROPriG M ( ~,.,,,1 _ ' T /\/J~" t 6 Y f J ~
PLZD N52 1218E 368.34 PGI Oq 37 II I Ig150 2 1.28 IOD. 8 201.05 4° 2q W ~3~ rARD INLET FLARED END SECTIOx ' f ~ S I I.,I' D , ~ ,.,,9a ~ : ,
PL21 51q 21581E 256.84 PG20 OI 4212 1855.44 236.50 118.26 236.50 531 Oq I6 E {,y + : ` ~ ,
PL22 51q °2158 E 136,82 ~ ~ , ' ~ ~ u . : a TREE r7 GAS ~ ; ~ • . ° H~~ I . PL23 581 ° 10'40 "E 152.10 } ~ ~ ~ i ~ ' ~ ~ . ` ~ ' ~ ' ~ ~ t 4~68-~~' r;~ ' ; ' M
PL24 561 26'36 E 13b.80 a • ,1 ~ a ~ ~ F Lixe r S~~ ~t~~~a~' f, ~ , G- NOW OR PC~NfER)_Y I a 1-= S C~
PL25 N70 53'56'5 88.40 ' 1' wAt Mntzr Srna~S ~ ` , ° u ly ^t~~; EASrLPI'ID~TNP.I~ ~ ~ 1^ , ~ l7 ~ A~;-~ ~ ~ I I,p,,_ ~ R~. ~ ~ i XI ~NC-~ TO ,.I , , ~ . a ~ ~ ;~r~-' / E 5T ~ EXNSTI~C~1' gaa>~~~ '~f
PLb N1D 53'Sb E 347,11 l ~ ~t i~~ ~ - I ' ~ ' ~ . , ~ ~'/q ,6~~ ~,}t;;F ;1,; ° u ~ + G74 Pf2ppE7Y TRX . ~F A i~ ~ ~ ~l / ~ / ~ u f _ p~?~~ PL21 SYJI 45 D4 ~ 120.02 - t;, 'a r7 ~roR~xazS~-cKa g oA ,r „ ' , , ~ ~ ~ , ~ ~,7~~ ~A a ~ r ~ ~ ~ G,AfiZY UT1LtTY ESf~T. ~ ia.ao ~ ~ ~ ~ ~ ~ . ~ I , ~~A° ; ~ ~a4~°~01'on"E , , 3~a" RGP ~,°I3'23"~ t ,i y
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~ ~ ~ - ~ ' i ~OG~ S'S- ~ ~ - . , t ~ ~ ~ ~ ~ - _ . R)/EX INFO ATLDN. ~ . ; , , , , _ ^ ; EN~SRGY y 9y ?ROCS 5'S~ ~ ; ~ T~ 1 ~ ~ _ ~ , , y., , d n,~ r' ~ f
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, - . _ ' 'fR~II ~ (TY'P) - ~ yi ~ r' ` ^ ~ ~ ~ • ~ ; ~ ~ ~ ~ ' - UNN,AI~IED' TRIBUTARY;.T ~ ~ , ~ la~ - - c, ~ r ~ t ~ ~ 1 i ~j{~ t~ ~ ~ % / l f /i ~ ,
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, l , r " r ~ ~ , ~ P P \ - " Y UBDIVISION AND RIGHT-OP-WAY DEDICATION PLAT RS ARED S NOTE: PREPARED BY THE CHANDLER GROUP ALL CONSTRUCTION AND MATERIALS TO BE IN Tawn of Morrisville, wn Engineer DateJlnitials
t ~ x~t ~t , , •n ~ , , ~ ~ ~ plrrav~ourari ` ' ~ ~ ,,A:~ ~ \ _ 10.. ~ ~ Y 1 1 R D AS BM2008 PAGES Ig42-I ~ ° ~ ~ " ~ e ~ d.~m ~ c~ r~wc>~ DATED JANUAR , 240 , REGO DE , - , ~ _ 'AGES Ig42-Iq4&. SEE Si-~ETS 53-Sb. STRICT ACCORDANCE WITH THE ACCEPTED POLICIES Engineering: /
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\ , , ~ _ v r ~ ~ ~ , ~ ; ~ >r ~ A STREAM E INEAION INFORMATION WA5 TAKI=N FROM ~ i y~ ~ ~ ~ ~ 2 WSTL ND/ D L , , ,KEN FROM FEMA FIRM MAP5 DATED SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT. Other {specify?: ~ tL
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+ f J 5 N ~ ! , E 15TING_' i , " ; 3. ALL T4PD6RAPHIG DATA IS BASED ON FIELD VERIPIGAIDN SURV GAION SURVEYS $Y THE CHANDLER CONTRACTOR SHALL BE RESPONSIBLE FOR Town of Cary Utilities, Water and Sewer
\ ~ , 7 \ , ; ~ ~ 2 RGf?_ ; / GROUP CNOVI~ME~ER 240b), GONSTRUGION DRAWINGS POR WAL-M~ FOR WAL-MART, TOM PROJECT "ME LOCATION OF ALL Ex15TING UTILITIES
A ~ ; . ~ ~ pi~ ; ~ #06-&0000041 (PHASE U, AND LIMITED RESIGN SURVEYS BY THI. r _ PRIOR TO BEGINNING OE ANY EXCAVATION. 'EYS BY THIS OFFICE. Engineering Inspection Services must be contacted [phone] at a minimum 24 hours priorto EXI5TIN6 UTILITIES SHOWN HEREON ARE .~,~~~m~„~~,,,~~~+nx.,~..~~~~~.,.~,~~~~.,..;~;~~ c . ~ ~'°I
4. PORTIONS OF INFORMATION FROM 2 4 3 AE30YE A5 WELL AS ?,I2th°aP + I \ FROM PHASE 142 CONSTRUCTION PLANS PROVIDED BY KIMLEY 5 WELL A5 ADDITIONAL INFORMATION APPROXIMATE AND ALL ARE NOT 5HOINN. 6116 LVIIIIIICIIbGlllC10. VI QPr L.V117L1N L VII aL unNw. ®i GO ~ LIIIIIII ILIIII .1. Lli ..IYlgll BY KIMLEY-HORN AND A55001ATE5, INC.
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CONSTRUCTION PLAN 5Uf3 M I T T A L SCALE: In=100 REVIEW GO NT 07-21-1 D
REVIEW C NT5 10-15-ID PRIEST, CR-A-vEN ASSOCIATES , N.
I PHASE 2 BATE: MAY 4, 2010 E=XISTING CONDITIONS PLM 5H I LOH CROSS I NO 1 REVIEW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609, Phone 919 / 781-0300 . Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
[7 1 PROJECT: 2009-009, 001 SPONSORED BY: SHILOH MORRISVILLE, LLC PROJECT LOCATION: MORRISV LLE, N, G,
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`'~.A y 313.'16 ~ ~ A ~ ! SW `V r ~ ~ ~ ~G, Sw 73.63 APPROVEDFOR CClNSTRUCTIQN U
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v ; pls. ~ „ ~ ~ \ ~ ~ ~ \ ~ 2. WETLAND/STREAM D)=1.,INEAION IN1=0RMATION WA~a TAK)=N FROM FEMA FIRM MAC DATI=D MA1 5 DATED MAY 2006 STRICT ACCORDANCE WITH THE AGGEf'TED POLIGIE5 Engineering: ~ ~
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` IMPROVEMENT6 WERE TAKEN FROM P AN9 PREPARED BY NGDOT TITLED "R-20ODAB" AND aDAB" AND 51'EGIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
" 313sq sw 2 ~ R-2OOOAG DATED DECEMBER 2003. ~ ~ ~ ~ s~ , ~ ~1 OF TRANSPDRTATION (NGDOT) STANDARDS, Other specify):
Y R I ; .t~ o ' ~ ; 3. ALL TOPOGRAPHIC DATA 15 BASED ON FIELD VERIFIGAION SURVEYS B TF~ GRANDEE GROi ANDLER GRDUE' Sf'EGIFIGATION5, ~ DETAILS. a,
~ it-'~ (NOVEMBER 2006), GONSTRUGION DRAWINGS FOR WAL-MART, TOM PR.OJEGT X06-80000041 , ~ ~ 313 4 1-80000041 (f'HA5E I), Signature: 609 R Date:
\~V ~ ~ ~ ~ AND LIMITED DE51GN 5UR1/EYS BY THIS OFFICE. 1 0 CONTRAGTDR SHALL BE RESPONSIBLE FOR Town of Cary Utilities, Water and Sewer
4. PORTIONS OF INFORMATION FROM #2 ~ #3 ABOVE A5 WELL A5 ADDITIDNAE INFORMATION FR ORMATION FROM THE LOCATION OF ALL EXISTING UTILITIES
PRASE 182 GONSTRUGTION PLANS PROVIDED BY KIMLEY-HORN AND A550GIATES, INC. PRIOR TO BEGINNING OF ANY EXGAYATION. INC. Engineering Inspection Services must be contacted (919j 463-6907 at a minimum 24 hours prior to EXISTING UTILITIES SHOWN HEREON ARE _ _ , _ . _ n
5, A TOPOGRAPHIC SURVEY OF THE POINT INFORMATION ON THIS DRAWING WA5 GONDUGTED BY APPROXIMATE AND ALL ARE NOT SHOWN. the commencement or any construction activities. u )NDl1GTED BY PRIEST `7
GRAVEN AND A550CIATES ON AUGUST 6,200q.
i
GON5TRUGTION PLANT SUBMITTAL SCALE: =10 COMMENTS a7-~ I - l a PRIEST COMMENTS - 15- 10 CRAVEN ASSOCIATES , N.
DATE: MAY 4, 2010 45H I LOH CROSS I NG PHASE 2 EXISTING ENTRANCE SURVEY [FREVIEW NS r COMMENTS 01-04-II !DA L AND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2009- 009.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 9t9 / 781.0300. Fax 919 / 782.1288. Email PCA@PriestCraven,com / Firm C-0488
F I _ -1 SPONSORED BY: SHI LOH MORRI SVI LLE, LLG PROJECT LOGRT I ON: MORRI SVI LLE, N, G,
F+\LANE) PR0JEGT5\XOTHERS\20(71-(709,001 5HILOH GR055'16 - MORRI5VILLE\ab\CCN5TRUCTIGN\4TH 5U&ITTAL\ 05A-EXI5TINC-CONDIT IONS-IIE.DR-0 , Jan 06,, 2011 - 2:47 PM , GREG RELEA5ED POR CONSTRUCTION

PROf~Ei~T"Y LINE TABU LOT LINE TABLE EA5EMENT LINE TABLE EA5EMENT BOUNDARY GUR1lE TABLE PROPERTY BOUNtiA~Y GU~VE 1 GU~VE TABLE °
LINE BEARING DISTANG LINE BEARING DISTANG LINE BEARING DISTANG CURVE DELTA RADIUS ARG TANGENT CHORD CHORD BEARING CURVE DELTA RADIUS ARG TANGENT GHORp ANT GHORp GHDRp BEARING
PL2 561°43'05"W 44.92 LLI N56°51'36"E 168.73 1=L2 N29°09'10"W 86.68 EG2 102°23'41° 40.00 11,49 49.15 6235 N42°45'57°E PGI of°21'43° 1955.94 ISq.ll 94.56 i6q.10 6 18q.10 532a 41'13"E J
PL3 N86°02'10"W 130.18 LL2 554°41'45"E 121.13 EL3 556°51'3&"W 240,74 EG3 23°31'21" 2'74.`70 113,2'1 51.45 112.41 N2D°14'40"W PG2 59°39'39" 41.50 49,46 21.24 41.26 4 4.26 N3~ 5315E I I ~ ~
PL4 N86°02'10"W 4.19 LL3 519°51'23"E 65.40 ~ EL4 N58°51'38"E 231.60 EG4 38°1236" 350.00 233.41 121.23 226.11 N50°08'40"W PG3 25°54'13" b 1.50 211.94 136.34 269. 3
PL5 N18°3b"45"W 18.18 LL4 NI1°03'00"E 184.10 EL5 N32°55'44"W 106.18 EG5 93°41'50" 40.00 65.41 42.61 58.36 563°53'55"W PG4 19°52'20" 81.50 30.35 15.33 30,20 PL6 Nl9°43'15"W 206,89 LL5 579°51'23"E 455.52 EL6 Nat°02'22"W 45.29 EG6 05 36'45" 476.00 41.04 23.5 1.02 514°I '0 "W PG5 24°40' 4" 37.50 16.15 8.2D 16.03 3 30,20 Sb9 4~i 05 E ~ f ~ 7 16.03 54~!°30'25"E ~ ~
PL1 N19°43'15"w 64.03 LL6 5D4°31'26"W I65.2q EL1 NI1°03'00°E I16.o2 EG1 I6°14'31° 240.64 68.22 34.34 61,99 503°15'39"W PGb q3°36'35° 11.05 125.88 82,06 112.34 ~6 I12,34 N'1a°40'2q "W
PL6 580°44'13"W 504.49 LL1 503°25'52"W 30.31 EL6 511°23'15"W 36.26 EG6 10°48'52" 150.00 20.31 142D 26.21' 510°16'05"E PG7 35°35'03" 61.50 54.34 28.D6 53.41 8 53.4? N~5 IS 45 E
PL9 551 1613 W 113.96 LLS N58°05'25'E 126.50 EL9 504°5131"E 23.92 EG9 31°01'12" SD.00 51. 26.66 50.93 N2 °I 4 E PGS 12°22'03 632.50 136,53 68,53 136.26 PLID N66°36'22"W 118.42 LL9 531°54'35"E 43,52 ELIO N09°39'06"E 31.62 EGIO OI°26'21" 348.72 6.71 4.38 8,11 510°22'16"W PG9 23°26'00" 282.50 115.10 56.61 114.9D ~3 136.26 586 55 I5 W , . ,
PLII 541°58' 'W 13.91 LL9A N56°05'25"E 106.95 ELII NII°23'15"E 49.65 ELII 05°39'45" 524.00 51,19 25,91 51.11 514°13'08"W PGID 54°01'25" 211.50 205.46 IILI2 Ig1,g0 ~7 114.gD 56q°00'13"W j. , ? Igl,gO N84°Iq'S6"E ~ x .
PLi2 549°DI'14"W 100.35 LL9B N6b°2'7'21"E 90.89 ELI2 NI1°03'00"E 91.24 EGI2 110°36'46" 40.00 11.22 51.18 65.18 N38°15'23"W PGII 45°41'52" 81.50 69.19 36.51 61,95 b~,q5 545°45'25"E ~ ~ ~
PLI3 536°31'3D"W 131.13 LLIO N32°55'44"'W 105,40 EL13 N85°51'35"E 153.03 EGI3 22°46'09" 650.00 210,23 136.92 268.46 562°39'20"E PGI2 131°31'5" 12.50 166.42 161.01 132,21 PLI4 541°5853'W 54.05 LLII N58°51'38"'E 30.00 EL14 N85°51'35"E 153.3 EGI4 06°3941 238.00 21.61 13.85 21,66 N14°36'06"W PGI3 18°35'26" 361.50 119,24 60.15 118.12 ~i 132,21 N88°40'02"W ' ~ -~a
PL15 N13°51'42"W 165.60 LLI2 531°02'22"E 46.10 EL15 511°16'16"E 111.11 EG15 40°01'22" 225.00 IS1.11 81,94 153.99 561°52'54"W PG14 02°ID'S9" 532.50 20.29 10.15 20.29 5 118.72 N 4° 2'09"E ~ ~ ` r J, i 20.2q 543°04'23"W ~ _ ~ ' ~ NEUSE
PLI6 N34°43'59"W 11.43 LLI3 N58°5-1'36"'E 333.09 ELIb 566°4153"E II. EGIb 54°13'06" 225.00 212»91 115.18 205,06 534°45'40"W PGIS 64°49'25" 211.50 243.55 136.32 231,02 ~2 231,02 Nl4° 3' "E ` ~ ~ ~ RIVER
PL11 N34°24'13"E 134.99 LL14 549°41'19"W 411.15 ELII 511°16'16"E 111.14 EGI1 38°54'41" 112.50 16.41 39.14 14.95 516°3551"E PGI6 50°52'58" 202.50 250.88 134.34 242.72 ~ 242.72 ~58~°41'4q "W
PL18 N35°24'44"E 391.13 LL15 511°03'00"W 504,16 ELIS 513°41'43"E 124.03 EGIS 39°06'30" 112.50 16.19 39.46 15.31 N24°49'46"E PGI1 04°36'51" 3542.51 289.42 144.79 269.34 PLI9 N33°11'II'E 332,18 LLi6 N85°51'35"E 13.41 ELI9 N61°52'13"E 534,84 EGI9 54°1306" 215.00 260.23 140,16 250.63 534°4540"W PGi6 20°4052' 1191.50 432.24 218.50 429.90 ~q 2 .34 °47' 7"W ~ _ BUEi=ER 89 53q 0
PL20 N52°12'16"E 385.34 .LLII 501°46'01"E 369.02 EL20 N61°52'13"E 534,64 EG20 44°26'04" 215.00 213.21 112.32 207.91 584°05'15"W PGi9 U9°31'50" 1191.50 201.28 IDD.88 20L05 42q,90 9 °4~f'0 ''W ~ ~ ~ ~ ~ ' ' ~ 58 20L05 584°56'2q"W ~ ~ ,r,, ~
PL21 519°21'58"E 256.84 LLIS N85°51'35"E 19.56 21 NOI°il'05"E 29.69 EG21 53°33'05" 410.00 363.2D 2 6.89 369.41 N61°16'05"W P I° '12" 1955.94 36.50 II .2 236.50 236.50 531 °09' 16 "E ~ ,1 ~ y , ' r
PL22 519°21'58"E 136.92 LLI9 503°25'52"W 335.16 EL22 N01°39 01"E 33.30 EG22 11°51'19" 4D.00 54.35 32.31 50.21 579°25'13"E PL23 561 °10'4D"E 152.10 LL20 571 °16'16"E 111.14 EG23 49°46'06" 50.00 43.43 23.19 42.06 N34°04'34"E
PL24 581°28'38"E 136.x0 LL21 568°41'53"E 111.5 EG24 26°4912' SD.00 23.41 11.92 23.19 512° '41"W ~`y~ ~"'~t,,,l,~,'pp'6 j ~ ~ ';v ` , /J
PL25 N10 5356E 98.40 LL22 508 4835 W 313.46 EG25 88°06'51" 40.00 61.52 36.rt0 55.63 514°54'12"W µ ~ ~ ~ DURHAM COUNTY i y~' ~ r ~ / er r ' ..w ¦ . ¦
PL2b N1O 5356E 341,11 LL23 528°D1'41"E 416.44 EG26 21°52'18" 322.89 151.01 80.12 155.3 NI6° 4'41"W ~ X14",'~q~`,+ ' I I WAKE COUNTY ~ ~ ~¦¦~r.7`~ ~.~®e.r'~~~~~¦~a~~~~~no~¦
PL21 581 °45'09 "E 120.02 L 24 561 °52'13"W 51.01 EG21 83°43'38" 40.OD 58.45 35.64 53.39 44 ° I ' " ~ ' ` ~ ' • ~ ° I II ° .1 ~ 11 5 ° 0121 1E , , . 4 PL26 530 IS ID E 251.66 LL25 528 0141E 112.43 EG28 22 6 09 620.00 246.39 124.84 244.11 562 39 2D E .,4 1
PL29 530°18'10 E 90.9 2 5 0 0 W I t` ~ ° ' ' ~a:i 'd
° 1 11 ° 55.08 , ~ 1 PL30 530 1810E 22,29 LL21 Sbl 5213 W 146.13 1. ° I II
LL28 516 1146 W 110.16 ~ ~ ~ ~ ° ti ~-ggg''~ 29 Sb 15213 W 203.25
~~PT r . ~Y 1 I ,r
°~X.l ~ .
SET BACK TABLE ~q . LOT BOUNDARY CURVE TABLE ~ ~ / d
' f ' ~ i ~ y~' /
# URVE D TA l ~ LOT FRONT SIDI= REAR, G EL RADIUS ARG TANGENT CHORD GHDRD BEARING ~ ,
2 FF A 1 1 LGI ID2°23'41" 40.00 11.49 49.15 62.35 N42°45'57"E ' / ~ 30 O GGE55 ESMT. OWER SFIILOFI WAY 3p OFF AGGE55 EASEMENT, 10 PLOT II) 20 (LOT II) ° 1 11 ~ t ~ LG2 l7 1;5 21 214.70 82,14 41.69 82.43 NI1 03 40 W ,
3 30 OFF AGGE55 ESMT, (LOWER SHILOH WAY) 30 lGORNER), 10 (LDT 4) 55 (NG541 LG3 06°22'00" 214."10 . 2 I . ° ~ 1 1 , 1 ~ 30 5 5 28 30.51 N28 52 24 W y ,
4 30 OFF AGGE55 ESMT. OWED SHILO{+ WAY 0 (~.OT 3) 30 OFF AGGE55 EASEMENT 55 (NG54~ LG4 08° 156 250.00 36.50 18.28 36.41 N62°Ib' 3"~ ~ I I ! ~ , ,r % ~ ~
3O' OFF AGGE55 E~aMT R I H Y I LG5 1 ° ~ ate.-~~~~- / I 5 . (LOWS SH LO WA) 30 DFF AGGE55 EASEMENT, 10 (LDT 6) 55 (NG54) 35 0 'S8 380.00 233.01 120.30 229.38 N48 36 21 W , ~
b 30' OFF AGGE55 ESMT. OWER SHILOH WAY ID' (LOTS 5 AND 1) 55' 654 IDO' I-540 LG6 13°25'31" 8D.00 89.D4 44.12 88.84 N12°53'05"W .
1 30' OFF AGGE55 ESMT. OWER SHILOH WAY) 10' (LOTS b AND 6 I - LG1 OS 2q 40 500.00 14.13 31.13 14.06 512 4810 W - 00 (I 540 LGS 14° 6'34" 9 1 4 I ° 1 11 , _ , 2 380.00 5. 9 8.5 95.54 N86 49 08 W
6 30 DFF AGGa=55 ESMT. OWER SWILDH WAY) 10 (LOTS 7 AND 9) 100 I-547 ° 1 11 ° 1 11 ~ ( ~ LG9 16 3q 41 641,90 188.41 94.81 181,15 585 4412E , , ~ ti ~ Y_ ~ ~ ~j
9 30' OFF AGGE55 ESMT. LOWER 5HILOH WAY 10' LOTS 6 AND 11 100' I -540 LGID 05°59'53" 680.D0 11.19 35.63 11.15 514° '2 " r r I I I I LLII ° /11) 11 ° 1 U ''~A~~'`,., ~~/y y, ~ ~ . ) , ~ ,r ~ ~ ~ ~ I~/rah//'
10 30 OFF AGGE55 ESMT. (LOWER SHILOH WAY) 30 OFF AGGE55 EASEMENT, 10 LDT I I 20 LOT I I DO 3 3 680.00 6.11 3.36 6.11 511 33 22 E , _ , ° I Ii 0 I 11 . . 1 LG12 Ob 3q 41 238.00 21.61 13.85 21.66 N14 36 06 W ~ . "
"NOTE: CORNER SETBACKS SHALL BE IN ACCORDANCE WITH TOWN OF MORRISVILL)r ZONING ORDINANCE ~ 1 ~ ` I 1 W
; - - ~'r ~ ~ r - .E
~ _ _ , . ~,1,- ,,~,.N ~ - w- -
~ r~,~_ h \ i 'i~ .F:`r ~ /f~,~ \ yam, v ~ ~ - ~ fin.
s. - _ - , - ~ ~ z . . ~ _
~ ~ ` y ~r~.:. ~7 1 ,a, I L~ . _ , +",,C. ~ P 1 ! \ R. ~ ~ _ ~ "QCs . ~ 5 . , ~ ~,<-~..>t ~ _ ~ _ ~r I 'I ~ ~ rya ti ~ ; ; ~ ~ ~
L3 ~ ~ ~ ~ ~ ~ ~0, ~ / , ~ ~ ~ ~
yr 0 _ , :w
~ _ J, ~ ~ _ ~ . ~ ~ - 'la ~ 1` P 2 ~ ~ ~
~n ~ r , ,..-na. \ J ~~C ~ ~ ' /s `f ? I
~ ~ PRIVATE SHARED 1(~ C` W m ~ - ~ ~ , y J-- NEUSE N ~ ~ ~ ~ J r
~ N N _tT~;AA~O - ~ _ , l/ RIVER S AGGE55 EASEMENT TO ~ ~ 6 , / L ` ~ 6 P'R~TE~G , D f L~ ui BUFFER RIVER ~ ~ ~n ,P , w~ F BUFFER I ~ ! ~U ~ ~ ~ 1 ~
` ~S MAINTAINED BY SHILOH ~ ~ / t ~ i
~ . w.. ~ ~ GROSSING DEVELOPMENT ~ ~ ~ , r... ~r' - ~ ~ . .
A550GIATION (TYPJ A~ ~ r Q ~ ry°..~ 1 ` ~ fj/® / ~ l F i~~ ` fry ~
~ ~ ~ , ~ i ~ ~ar~A 1 -wof ~>M P~a~- ~ ~ f l
' ~ s LUT 12 ~ ~ ~ ~ f / ~ `
UTU~E IaEV.) ~ , ~ %~i
r ~ ~ ~ ~ f ~ ~ ~ ,
~ c C ~ ~ ~ ~ , ~ ~ ~ V S ~ 7'" r, ~ ~ ~ i ~ J , zo ~ ~ RELOCATED GATED ~ ~ ~ LIST I ~ ~ ~ I~
W i -a ~ ~ ~ ~ ik _ ~ ~ ,,~y , PROGRE55 7REa5 ~
, ~ A ~ \ ~ . _ , , f ENERGY UTILITY ~ ~ / h BAG - EASEMENT (PHAS .GY UTILITY :MENT (PHASE ( ~ ~ ~ / ~ ~ ;
~ ~ / A Val RIVER K / 4 ~ ~ ~ ~ S ~ BY OTHERS) / .J1,jj ~ 1 PRIVATE SHARED ~ ~ ~ h ry BUFFER ~
` , ~ 2.2 C ~ AGGE55 EA5EMENT TO BE U ~ ~ - Jl / ~ ~ ~ ~O ~ / i ~i
~ c , ~r1 wl ~ ~ MAINTAINED BY SHILDH C ~
' '~a f 1~ ~ ~ r . ~ his` . ~ ~ V ~ ~ / GROSSING DEVELOPMENT i ~ ~~16.5' ATRT UTIL. E5MT. Qa ~ f' ~'r~l
V ~ V ~ 1 . i i ~ ~ ~ / I ASSOCIATION (TYP.) N ~ ~ ~ \ ~ ~ Af 3 ~ ~ ~ DB 4267 PG 833
~ ~ ~ ~ / i ~ i i / ~ ~ r
~ \ fi ~ L 3O SETS ~ C _ o- H I WEl'L.'AI~ID:, T I j. ~~1~/ ~ ~
i, ~ ~ ~ ~.G ~ ELI 3 !<C 1~ r Y ~ ~E",~R D 2 L~ ~2`,;~ . ~ % ~ PRIVATE SHARED ~ ~ LGS LLI6 L _ ~ Lcla ` L ~ ~ ~ ~j ~ ~ ~
~ , ; , ~ / AGGE55 EA5EMENT TO BE ~ 2/ ~.2p ~ i; / 0
~ry ~ - ~ ~ EL 14 ~C2 ~ r, \ ~ ~ MAINTAINED BY SHILOH ~ ' - - B C 1 f ~ ~i ~ % ~ / /
v ~ . SETBA x ~ ~ I ~ ~ GR0551 NG DEVELOPM ~ ~ TBAGK 30 CL ~ SNARED ; ~ ~ ~ ~
A, ~ ! 30 5E _ _ ~ ~ I ~ ' . ' PRIVATE SHARED ~ ASSOCIATION (TYPJ! ~ ~ „ ~ ` ~ ~ C ~ 7 6 LG AGGE55 EA5EMENT i EASEMENT E , ~ ~ ~ %f
3 , k < , ° `~~e ~ I ~ _ ~ ~ ~ O _ p MAINTAINED BY 5HI ~ ~ ~ I I s ~c - , » - ~j~., S 8~~ ~ `TED ~ l l 0 ~ ' ~r8 l~ EG I S V ~ t GROSSING DEVEL
e ~ era ~ - ~ ~4 18 ~ , NG DEVEL ENT ~ ~~'i ~ ~f ~i~j~ j ~ ~ f m
~E~. ~ a~~, 1 I ~ l I ~ Ck I ~ , , '~i ~ i t ~ ASSOCIATION (TY A ~ rn EG
~ ~ I ~ ~ ~ ~ I ~ ~ ~ i u u ~ ~ r I ~ pROPER't'1' OYVNER RND ~
fi / , o- ~1 , ,c ~t ~ ~ (J t L r r ~ ~ ~ ~ ~~~p ; i~ APPLIGANT~ ~
, ,A~ ~ / , ! ~1C1 1' 1 ~ ~ ~ ~~'f' SHILOH MORRISVILLE, LLG ~ ~ ~ ,i~,f'~ ~ g830 GOLONNAI7E BLV>J,, SUITE b00
, , , A ~ , ~ I ..I W ~ ( ` ~ ~ / ~ , I U ~-PROPOSED C '1 ~;'v'~~, ~ , , ~ p i ~ ~ U1 a ~ / 5AN ANTONIO, TX 78230-220q
~ ~ ~ ~ I ~p ~ I LOT LINE (TYP.) / ~ ~ , ~ ~ / ~ ~ ~ a t. ~ Q N ' ~ ~ PH. 210.641.8487 FAX, 210.641.8463 .
~ 17 ~ _ ~ ~ ~ J \ , ~ a, l ~ ~ ~ ~ l ' PROPOSE IDD W v ; ~ ~ ~ , ~H CARP
TYPE A I ~ ~ ~ ` ~ ~ ~ , I LOT LINE TYP, BUFFERI - N ~ .a ) ~ . , 1 ,
1~ ti ' , - 1 i 0~ ~
~ ~ ,
i p _ 16:5` ATBT EAS >`"ATBT EASEMENT ~ ,r-' ~r?,.'~ ,r - SEAL
~ ~ ~ ~ ~ ~~1 ~ ~ i _ 4 ~u~~~ - DB 4426 PG ~ ~ , ~ ~ ~ I ~ 00 ~ t ~ , ~ , ,r , ~ , A ~ a a~ 'B 4426 PG 508 / - ' ~ ~ 26 ~ ~ ~ ~ <p ~ Cap
~ ~ ~a,t,_, ~ ~ ~ 1 DB 8661 PCB Z~ ~B 866`1 PG "i53 . ,f ' ~,~r j~ ; ~ ~~s,''~ ~,~,,.~`~~j' ~ ~ ';'~q f E~ ~ ,r i' r~ d ~~o ~
~ w ~ ~ ~ ~ .J P~ s ~ ~ ~ ~ ~ ~ I 2
f ~ / ~ ~i''' f, jr ,,`y'~ %1~,~" ~~~rrro~Di~?iti~~tie
, ,1` Tawn of Morrisville
't~ ~1 r'J r/f / APPROVED FOR CONSTRtJCTIC}N
~ .v._ _ ~ ~ ,
y. ` \ - ~ = Signature: Qate: 1 t,3 ,Lcs 9 t
- ~ , ~ ~ , ,t---,--~, ~ - 1 ~ ~ - ~ „
I N MAT CMATIQNi Town of Morrisville, To ngineer Date/Initials
T 0 D R OR Engineering: ~ yn, .Y INFORMATION WAS TAKEN FROM A 51GNEp AND SEALED SURVEY ENTITLED 1~~----- Q
- ` ~ r~ ~ r.-' s--' ~1z - - SUBDIVISION AND RIGHT-C r ~ - r , ~iD RIGHT-OF-WAY DEDICATION PLAT" PREPARED BY THE CHANDLER GROUP Planning: N
~ ~ ~k g" ; ~ f~ ~ ~ , ~ DATED JANUARY 1, 2DD7, ~Y 7, 2DD7, RECORDED A5 BM2008, F'AGES Ig42-Ig48. THESE GAN BE FOUND gther (specify}; LL
~ ; - r- ~ ~ ATTACHED TO THE END OF 3, / / ~ ~ ~,A 1. ~,~-:r THE END OE THIS DRAWING SET, Q,
NOTE• NOTE:
,.,1 ~ ~ 1~~ ~ ALL GONSTRUGTIDN AND MATE 1 ~ ;a, ~ ~ 200 50 100 300 v C~ ~ r~' \ STRICT ACCORDANCE WITH THE A~ ~N AND MATERIALS TO BE IN Signature: Date: WITH THE AGGI_I'TI=D f'OLIGIES CONTRACTOR SHALL BE iZESPONSIBLE FOR Town of Cary Utilities, Water and Sewer
ti a ~ ~ ~ ~ ~ ~ ~ ~ OF THE TOWN OF MORRISVILL MORRISVILLE, AND UNLESS THE LOCATION OF ALL EXISTING UTILITIES
~ ~ ~'EGIFIED D FERS T THEN 121} 4 ~ ~ " 11, o ~ E 0 D PRIOR TO BEGINNING OF ANY EXCAVATION. '0 THE NORTH CAROLINA DEPT, E sneering Inspection Services must be contacted (91g} 463-G907 at a minimum 24 hours prior to
~ ~ \ ~ ~ GRAPHIC SC,AI_F „c -r[7AA1G['f/1CfTA'Ti/1.1 n.1,~,-,.,r n.~,~,-,.,Ti rrn~ir~nnr-,r_ EXISTING UTILITIEa SHOWN HL~IRON ARE ~ _ _ n
100 i iviv tivt ~v i I i nivt rnr<~~ I APPROXIMATE AND ALL ARE NOT SHOWN. I the commencement of any construction activities. ® 6 I V
0 0 SPEC, IFIGATIONS, t DE ATIONS & DETAILS. L
G0N5TRUGTION PLAN SUBMITTAL f REV 151 ONS:
SCALE: I =I00 REVIEW COMMENTS 07-21-10
LOT LAYOUT SET"' K, t REVIEW C MENT 10-15-10 PRIESTCRAvEN AsSOCIATESINC,
DATE: MAY 4, 2010 1 nAC SH I LOH CROSS I NG PHASE 2 F f REVIEW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
ACCESS EASEMENT PLAN SPONSORED BY; SHI LOH MORRI SVI LLE LLG PROJECT LOCATION: MORRI SVI LLE, N. G. PROJECT. 2009-009, 001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
FILANDPROJECT5\XOTHERS\70M-009,0015HILOHGRO55IN6-MMRISVILLE\DID\GON5TRUGTIN\ATHSUBMITTAL\Ob-LOT-LAY0IT-10D.DWG, Jan06, 20!1-2:46PM, GREG RELEASED FOR CON5TRUCTION

~'HA~51NC~ NOT~~ ~~'~C?~ID~~7 E3~' C~TN~~Z~~.
~
1 1 BASED ON THE JDINT DEVELOPMENT AGREEMENT BETWEEN WAL-MART STORES, INC. AND SHILOH
MORRISVILLE, LLG DATED JULY 20, 2006, THE PROPOSED GONSTRUGTION PHASING SEQUENCE 15 A5
1 FOLLOWS:
IP ZONING DEVELOPED) I-1 ZONING DEVELOPED ( ( ) j IP ZONING (DEVELOPED)
PHASE I (WAL-MART STORES. ING.)
25' SETBACK (ENTIRE SURLES I. GLEARING AND GRADING FOR LOTS 13 AND 14, A PORTION OF LOT i FOR STORM DRAIN AND UTILITY
' ~ COURT FRONTAGE IN DURHAM) C!
PROPOSED ST. r IMPROVEMENTS, AND PORTIONS OF LOTS II AND 15 FOR SHILOH GLENN DRIVE INGLUDING ER0510N
• ' 1 20 LANDSCAPE BU R 51TE DRIVEW Y 1 (ENTIRE SURLES CO T AND I CONTROL MEASURES AND STORMWATER WETLAND A.
NC 54 FRONTAGE IN DURHAM) 2. EXTENSION OF AN 8" SEWER LINE TO EXISTING 8" SEWER MAIN (COUNTY OF DURHAM) AT END OF
' 265' r ~ ~ ~ CP&L EASEMENT DENT sf SURLES COURT TO LOT I WITHIN LDT 14 AND AN 8" WATER CONNECTION TO THE EXISTING 12" WATER
~ 1 ` SEWER DB 412 PG 68fi ssfi <.; MAIN {N SURLES COURT (GITY OF DURHAM) FOR LOT I ONLY.
~ CP&L DRAWING RW-D-3499 RIABLE U ~ 25 SETBACK W-D-3499 PROPOSED CONNECTION , TO SERVICE ROAD ~ 3. GONSTRUGTION OF OFF-SITE IMPROVEMENTS ALONG NG 54, SURLES COURT, HOPSDN ROAD, AND
IM TH R/W i ~ ~ I,IiIIl~lll, ' c0U ~ ~ DU IP ZONING (DEVELOPED) UNDER CONSTRUCTION ~
EN OAGHMENT ~ ~ ~ FOR OADWAY AS PART OF NCDOT ~ SLATER ROAD INGLUDING TRAFFIC SIGNALS, R2000AC TIP
15 LANDSCAPE RE-AL NMENT 4. CONSTRUCTION OF ON-SITE NON-RESIDENTIAL COLLECTOR STREET (SHILOH GLENN DRIVE) FROM NG
` WEST BUFFER (REDUCED 25~) I ILLE PRCPOSED ' ~ SITE DRIVEWAY C ~ JURISDICTIONAL NEUSE RIVER/DU WAM BUFFER % % 54 TO NGDOT SERVICE RDAD GONNEGTION INGLUDING 2 ROUND-ABOUTS, WALLS, DRAINAGE, STREET
~ \ \ ~ ~ 0 U I1 _ ~ ZONE2: 30'- 'EACW SIDE riri .r 11 ZONING (DEVELOPED) LINE ( IL ZONING U IL ZONING (UNDEVELOPED) I ~ LIGHTING (DUKE ENERGY), SIDEWALKS, AND LANDSCAPING.
~ 1 ~ \ E MC)RRISVI F PERENNIA STREAM FROM ( \ ~ LLE ~ti \ \ JURISDICTIONAL TOP F BANK)
\ ~ ~ s \ 1 ~ \ LOT 1 ` ~ ~ LINE CK- ` _ ~l~}. 5. EXTENSION OF A 12" WATER MAIN (TOWN OF GARY) ALONG SHiLOH GLENN DRIVE FROM NG54 TO
FTAT 'HOPE PROPOSED ~ ~ \ ~ 3.00 AC ~ ~ B LANDSCAPE BUFFER ~ ~ ~ , EE
SIGNALIZED \ » 1 I (REDUCED WITH BERM) ,,d ,~.~w~+"s,..~-""' 2 ' ~ (ZONE1: -30 EACW SIDE ,r ~ ,I~ESERVA `I ' ' ~ ~ { ~S OF PE ENNIAL STREAM FRO I AREA INTERSECTION \ 1~U' SETBACK-~ ~ ~ 1 r E~SIE~RVATION t COUNTY LINE AND EXTENSION OF AN 8" AND 10" SANITARY SEWER MAIN (TOWN OF GARY) ALONG 1' AREA o ~ SHILOH GLENN DRIVE UP TO THE GONNECTIDN WITH THE PROPOSED CONCOURSE INTERCEPTOR (TOWN
\ ~ ( ~ ~ ~ TOP OF BANK r-.- . • 1 , ,J' r-~~UC, 1 1 ~,,,«r..•'""' ) ~ •/(CITY QF pU /(CITY QF pURHAM) OF GARY).
~ ~ \ „ ~V ~~,~~.I ~ i ~ra"O''~.,, STORMWATER ' ~ , --T ,.~-~----10 5ETBAC \ ~ ~ sco~s ac~Nr~~ r~"'r'""~+r*.- WETLAND A ;f • r- -to' 5ETBACK / 6. GON5TRUGTION OF THE WAL-MART (LDT 14) AND SAM'S GLOB (I.OT 13) SITE IMPROVEMENTS INGLUDING
\ ~ ~ i rw i i,Mn r ~ i i i ~ r/` FROM 50 I ' ' ' ' (PHASE 1) , f/ a% UFFER T' FROM 50' DURHAM / PAVEMENT, WALL5, DRAINAGE, UTILITIES, LIGHTING, SIDEWALKS, AND LANDSCAPING.
\ e ~~,~,oFr~.u~~SWAK NTY ~ ~ ~ 0
PMA5E 2 (SHILOH MORRISVILLE. LLG
LO 15 i I ~ • 12.79 AC ~ / / . srARk SaeU>cA
~ T 1 „oN i . .rl. VARIABLE WIDTH \ LO ~ ~.+;~.va~new~oX)~`fl I{ll,tl ~ • ~ I. GLEARING AND GRADING FOR LOTS 2-10 INGLUDING EROSION CONTROL MEASURES AND
ROW DEDICATION \ 23A5AC t35„B,a~P", ~ \ LOT 13 ~ J FOR WIDENING ~ ~ ~ ~ ~ ~ ~ • / \ \ y 5 i±K, / f t ~ c PROPas STORMWATER WETLANDS B AND G. C CONCp E
ALONG NC54 C''`\ ~ \ \ 15.33 AC r ~ . ~ \ ~ INTER TOR i CONSTRUCTION OF THE PRIVATE SHARED ACCESS (LOWER SHILOH WAY) FROM DRIVEWAY 2 TO LDT
I r 9 p (BY ER i r q A5 A 3-LANE CURB ~ GUTTER SECTION INGLUDING PAVEMENT, DRAINAGE, STREET LIGHTING (DUKE
r'fSROPOSED NORTH 1 } ~ ROPOSED I R Y R ~ ENERGY), SIDEWALKS, AND LANDSCAPING AND CONSTRUCTION OF LOWER SRILOH WAY FRDM LOT q
s'• SITE RIGHT-IN 1 1 , L~1 V 1" ` / ~ ~ ~ DRIVEWAY 4 .
RIGHT-OUT \ ,,~~j FUTURE CAR WASH /!r/!r/ v ~i/ ``e ' . I 6 ~ DRIVEWAY ` I ~ ~ AND GAS STATION I +!J" , , I 6 TO DRIVEWAY 5 (2ND ROUND-ABOUT) A5 A 2-LANE SHOULDER SECTION INGLUDING PAVEMENT AND ~~t DRAINAGE ONLY.
\ \ 20' STREET (BY OTWERS) f ! ~ fir:
\ ` ~ , , =YARD 30' SETBACK r'I I X~ ~ N ' '~3. EXTENSION OF AN 8" WATER MAIN (TOWN OF GARY) FRDM THE SOUTH 517E DRIVEWAY AND
\ r \ e~ DRIVEWAY 2 (SHILOH GLENN DRIVE) TO LIMITS OF LOT q ALONG LOWER SHILOH WAY AND EXTENSION
55\ SETBACK ALONG y ? /i ~ ' / DF A 12" WATER MAIN (TOWN OF GARY) AGRDSS LOTS II AND 12 FRDM DRIVEWAY 5 (2ND ROUND
NTIR NC54 FRONTAGE ' ~J ° •r'' .r E >S v 70 OF MORRISVI ° ° ° ~ \ ~ ~ / ~ ABOUT) TO LIMITS OF LOT q ALONG LOWER SHILOH WAY. 0
AND CITE OF pIJRFf„~,1~ i , / 4. EXTENSION OF AN 8" SANITARY SEWER MAIN (TOWN OF GARY) ALONG LOWER SHILOH WAY UP TO
° LOT 11 • ~ e \ r ~ ! ~ (INCL. BELOW l J/
/ 20 STRE`ETYARD ALONG ~ ••:;rr., WETLANDS TO I 0 P s~ GONNEGTION WITH PHASE I SEWER MAIN AT DRIVEWAY 5 (2ND ROUND-ABOUT). i
R N 54 FRONTAGE BE PROTEGTEDf,~. / TOWN OF MORRISVILLE (TYP) ,1 ~ PHASE 3 (5HI~OH MDRRISVI~~J,~,
1 / \ PROPOSED ~ ~ \ z' r,~°~~•:: .•r e SIGNALIZED 7 I. GLEARING AND GRADING FOR LDT 12 INGLUDING EROSION CONTROL MEASURES AND STORMWATER
' / \ ` INTERSEC110N\ / \ ~ .~.,-.,A.••'1 ~ G WETLANDS D AND E.
't \ \ \ 1 `1 ~ ~ ' i
• \ F~ROPOSED PUBUC \ ' .a, ~ 2. GONSTRUGTIDN OF THE ULTIMATE SECTION FOR LOWER SHILOH WAY FROM LOT q TO DRIVEWAY 5 (2ND ROUND ABOUT) INGLUDING SIDEWALKS, LIGHTING, AND LANDSCAPING.
\ \ f wr ~ ~ ROADWAY (SHILOH ~ ~
GLENN DRIVE (DRIVEWAY 1) ~ ~ ~<.;;>tir ~ ~ 3. EXTENSION OF AN 12" WATER LINE (IF NECESSARY) FROM AN EXISTING 12" WATER MAIN (TOWN OF
, ~ / r~~;: y \ e ~ .r. GARY) ON THE SOUTR 51DE OF I-540 VIA AN EXISTING PIPE SLEEVE.
\ / ~
/ ~ ~ sBASED ON FIRE FLOW GALGULATIONS BY THIS OFFICE, THE 8" PROPOSED WATER MAIN ALONG LOWER SHILOH WAY HAS BEEN INCREASED TO A 12;' WATER MAIN. THE WATER MAIN FROM NC HWY 54
e e ~ i ALONG PRIVATE ACCESS ROAD B REMAIN5 AN b WATER MAIN.
~ e e \ ~ y ~ ~ y ~
PROPOSED SOUTH 91'(E \ ~ ~y \ ~ ~ e O ,p y / / S i~H~~ I NG NDT~S (~i~DV I BY C TH~{~~~
RIGWT-IN/RIGI#~'-OUT DRIVEWAY U'p ~1 ~ q 1 e e ~ ~ ~ S ) r I. ALL SITE TRAFFIC 51GNAGE SHALL BE DESIGNED PER MUTGD STANDARDS (200q).
\ [s sr ~ J \ e p~ y \ ~
e \ $ F ~ / ~P r ?r 2. SIGHT TRIANGLES AT PROPOSED DRIVEWAYS SHALL BE SIRED PER CITY OF DURHAM AND TOWN OF MORRISVILLE STANDARDS
RESPECTIVELY, SIGHT TRIANGLES SHALL BE MAINTAINED FREE OF VISUAL OB5TRUGTIONS.
' ~ ~ ~ ~1 ,l ~ / \ \ ~ 9~ G Q ~ a a ` ~
\ / \ , ~r ~ , / °o. , 3. TRANSIT 51GNA6E AND 5TRIPING PER GITY OF DURHAM STANDARD PENDING TRANSIT STOP LOCATION.
ti ,
\ ~ ~ w 4. FINAL ALIGNMENT OF THE PRIVATE SHARED ACCESS ON LOT 12 PENDING FINAL TENANT AGREEMENT.
\ ® PROJECT PROPERTY LINE w 5. DEVELOPER TO INSTALL ALL SIDEWALKS FOR THE PROJECT PRIOR TO OUTPARGEL DEVELOPMENT.
1 ~ ~ ~ ea
1 , 6. SITE SIGNAGE SHALL MEET TWE ORDINANCE CRITERIA IN THE GITY OF DURHAM AND SHALL COMPLY WITH 51GNAGE GUIDELINES 5ET FORTH IN
\ 16.5' AT&T EA~MENT f NC54 WIDENING AND I-540 R~ THE SPECIAL USE PERMIT AND MASTER SIGNAGE PLAN FOR DEVELOPMENT IN THE TOWN OF MORRISVILLE. 0
\ ~ ~ DB 4283 PG 738 INTERCHANGE UNDER \ DB 85$3 PG 1926
CONSTRUCTION AS PART OF 1 NCDOT R2000AB 71P \ ~ FINAL TENANT AGREEMENTS WILL REFLECT TRIP GENERATION THRESHOLDS REFERENCED IN THE PROJECT TIA. 51GNIFIGANT VARIANCE FROM 0 CUMULATIVE TRiP GENERATION ESTIMATES FOR THE PROJECT WILL BE EVALUATED BY THE DEVELOPER AND TOWN OF MORRISVILLE TO
\ ~ CDNFIRM FUNCTIONALITY OF THE PROPOSED ROADWAY IMPROVEMENTS.
1 0~ ~
\ ~ 8, TOWN OF MORRISVILLE STAFF MAY APPROVE UP TO, BUT NO MORE THAN A TOTAL OF THREE RESTAURANT CONVENIENCE USES ON LOTS 2-IO.
\ ` ° ~e • , THE TOWN OF MORRISVILLE BDARD OF COMMISSIONERS MAY APPROVE ADDITIONAL USES IN THIS CATEGORY THAT CUMULATIVELY COMPLY
\ ~i~" PROPOSED LOT LINE \ ~ r ~ THE LEVELS PROVIDED FOR IN THE APPROVED PROJECT TIA. m
~ ~ ~ ~ ~ ~ ~ ~ MORRISVILLE .,RJJRI~DIGTIDNAL LINE \ e ~ \ ~ f UU q. IMPERVIOUS AREAS FOR THE OVERALL DEVELOPMENT WILL BE LIMITED TO 65`x.
OGUNTY LINE
\ o IO. PRIOR TO THE ISSUANCE OF A GERTIFIGATE OF OCCUPANCY THE DEVELOPER/OWNER TO PROVIDE A5-BUILT DRAWINGS IN BOTH HARD AND i° ,
SETBAGK/BUFFER LINE ~ . ELEGTRONIG FORMAT (ORDINANCE PART D, ART. Ii, SEGTIDN 13.4(B)) SHOWING ALL DEVIATIONS FROM THE APPROVED PLANS INGLUDING BUT
- - - - - EASEMENT LINE , y ~ NOT LIMITED TO SURFACE FEATURE LOCATIONS SUCH AS MANHOLES, CATCH BASINa, HYDRANTS, VALVES, METERS, HOT BOXES, GLEAN-DOTS,
- - - - - PR0.IEGT PROPERTY LINE ~ ~ A RETAINING WALLS, TRANSFORMERS, LANDSCAPING, ETC, AL50, ELEVATIONS AND PIPE SLOPES FOR THE SANITARY AND STORM SEWERS ¦ ¦ NEED TO BE PROVIDED. IF ANY ADDITIONAL INFRASTRUCTURE IS ADDED OR GRANGES ARE MADE AFTER THE A5-BUILTS ARE SUBMITTED THE
- - - - EXISTING LOT LINE DEVELOPER/OWNER WILL SUBMIT THE REVISIQNS TD THE TOWN. W
PMASE 2
PROPEKTY owNE~ A~Nn ~
PHASE 3 RPPLIGANT:
SHILOH MORRISVILLE, LLG g830 COLONNADE BLVD., SUITE 600
SAN ANTONIO TX ~f8230-2204
EXGLUDIf~IG -1,2~ ACRES ROW DEDICATION): ( PH.210.641.8~fl7 FAx.210.641.b463
LDT# PHASE ACREAGE PROPOSED USE Z
I I 3.00 ACRES RETAIL OUTPARGEL
2 2 1.60 ACRES RETAIL OUTPARGEL Town of Morrisville
3 2 1.81 ACRES RETAIL C)UTPARGEL APPROVEDFOR CONSTRUCTION ~U
4 2 1.16 ACRES RETAIL C)UTPARGEL
5 2 2.07 ACRES RETAIL OUTPARGEL Nom; Signature: Date: t ~3 2a t~ W
6 2 2.43 ACRES RETAIL OUTPARGEL ALL GONSTRUGTIDN AND MATERIALS TO BE IN Town of Morrisville, Engineer Date/Initials
7 2 2.32 ACRES RETAIL OUTPARGEL STRICT ACCORDANCE WITH THE ACCEPTED POLICIES Engineering: yy~
8 2 2.01 ACRES RETAIL C7UTPARGEL OF THE TOWN OF MDRRISVILLE, AND UNLESS
G 2 2,38 ACRES RETAIL OUTPARGEL SPECIFIED, DEFERS TO THE NORTR CAROLINA DEPT. Planning: i 1+
10 2 2.28 ACRES RETAIL OUTPARGEL DF TRANSPORTATION (NCDOT) STANDARDS, Qther (specify), SPEGIFIGATIONS, ~ DETAILS.
I I 2 AND 3 12.52 ACRES OPEN SPACE/WETLAND5 B, G, ~ D
12 3 22.4 ACRES FLEX RETAIL OUTPARGEL Signature: Date:
13 I 15.33 ACRES BIG BDX RETAIL (SAM'S CLUB) CONTRACTOR 5HALL BE RESPONSIBLE FOR Town of Cary Utilities, Water and Sewer
14 I 23.05 ACRES BIC7 BOX RETAIL (WAL-MART) ~o0 200 loo a zoo 600 THE LOCATION OF ALL EXISTING UTILITIES
15 I AND 3 12.18 ACRES OPEN SPACE/WETLANDS A AND E PRIOR TO BEGINNING OF ANY EXCAVATION. Engineering Inspection Services must be contacted (919} 463-6907 at a minimum 7Q hours prior to EXISTING UTILITIES SHOWN REREON ARE n
_ tharnmmonramantnfan„rnnctn,rtinnartivitiac _
TOTAL IO~.~ AGKt _ _ _ I I APPROXIMATE AND ALL AKt" NOT 5HOY4N. I I ° " ° • " " r " " I v OT c
GRAPHIC 5CALE 1 ' 200'
REV! 51 ONS,
00N5TRUCTION PLAN 5UBMITTAL SCALE: F I TE LAYv'u'T PLAN VIEW COMMENTS 07-21.1 0
DATE. MAY 4, 2010 REVIEW COMMENTS 15 10 PRIESTICRAVEN AS-160CIATES.INC. 10-15-1
N04F %W SH I LOH CRtllr%51 NG PHASE 2 1 OVERALL PHAS I NG REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS l LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2009-009.001 FOR REFERENCE ONLY 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781.0300. Fax 919 / 782-1288. Email [e-mail] / Firm 0.0488
ISPONSORED BY: SMILOH MQRRISVILLE, LLG PROJECT LOCATION: MORRISVILLE, N. C,
F \LAND PR01EGT5\XOTHER5120G9-009,091 5HILOH GR0551NC, M0RR15VILLE\DhC\COVSTR CTIIX 14TH SUBHITTA \ 0"-5ITE-LAYCUT-OVERALL-PHAS'NG-200.CV , Jan 06, 2011 - 3:36 PM , 042E6 RELEASED FOR CON5TRUCTION

i ~ J 1~n-r. , a yr~ ~ . ~
`t, . , s.i y,~• _ _ ~ ap ~ ~ ~`t ~ ~A~T I NG G/a _
.b ~ ~ / I . S _ .
y w O,~_~- 6 ~ r ~ t ~ ~ ~ x- k. ~E3 1222 ~ ~ - - ~ ~ , ,
_ ~ \ \ ~ l ~ 1 ryl 1 ~i~ .4 - - ~ ~ i ~ ,:w, I - y _i?
~ ~ I ~ ~ CJ_,.._... ~ ~1 I / w~;.k. ,KIM , ~ f' . ~ , - _ . ~ , . a~~ ~ON11~G CCU""~_ - ~ ' A ~ ~ ~ ~ - ~
Q , 4,k` ~ ? -'---/y' , l --w. K r ~ y<-,=~ ~ ~ 2 FAG - ~ ~ ~ _ _ s ~I Ili ~g ~ ~ _
- , ~r,~;_ ~ .v._ w ~ ~ > ~ ~ ~ ' ` PNP` BEGIN GONSTRUGTI ~ - x s - ~ ~ , ti=~, ~ r.. _ i ~ - ~w;_. • ; PHASE ~ i ~v ~ w... I~ ~ ! i ~ ~,-a,
~ ~ r - ~ ~ _ . ~ .,r ~ ~ ~ / - - ,y x t
~ ~ ~ °LOw~~ ~~~w~ Isar ~ ~ ~ , s rs - , ~ STREET NAME _ ""~'""s",~;-~. _ . ~t I N ` ~ REMOVE TEMPORARY . 5HILOW GLENN D~?!dF" ; 7~ .f
: , GONG. i ~ o I ~ j RI-I , , ; - S DEWALK (TYP.) I ~ S n OR, F06~M~~LY 0 ~ ~ o ~ - ,
x , ,~-1 I 1 ~ ~~~v _ . AL MART STaRE~ i~ ~ , _ ~ , 5roRMWATER , _ a. _
1 `0 ~ ~ SPED 1 ~ 1 V'IETLAND 8 "fir.,, T f~ N ~ ~ ' ~ U41T ~ - L. L D T f~ ~ i ' ,o, 1, 5EE E~MP NOTE
a~ETY TAx ~ ~ ~l ~ 25 ~ \ , .,5 ONLY TH?55HEET ~ ~ r_---
~ ~ a PHASE 2 ~ ~ _ . v. DE ~ RE~42~a--a~J lj ",d'~ ~ LIMITS OF 2 4.
~ WIDE YELLOW S \ .-------RET. WAL W/4~ ~dETL°ANr~ TO ~ ~ ~ DISTURl3ANGE ~ ' 1 D~3 i AGE 06~~ ~ , ~ ~ DOUBLE G~Nrr~2LINE t A ~ 1~NGE (~Ht,~E u ~ ,'>'~E R~or;=GT~i~ 'L`ANG ~ TO RET. WALL HV h' HG ~ ` ~ _ FENGE (PHASE U \ ~
PIN. SG~~~47 ! ~ \ ; \ lTHERMO~.A~rIG1 ~x~• ~ ,,x f~OYFGT~I~ ~ k~ ~ ~i ~ ~ ~ ~ ?via I
,.,:f. ~ ~ ~ ~ \ ~ ~ r'IiASE 2 ,~G' ~ ~ C>~3 GU 0 ~ ~ ` .a ~ ~ ~ ` i;a~. a QRivATE SHARED ~ ' ~ :END GON5712UGTi0~ , r, ~ REMOVE ~ t~T. WALL W/4' . ~ PHASE 2 TEMPORARY _ FENCE (PHASE I)
t~ `.A ~ Q, AGGE55 EA5Eh1ENT TO ` ~ ~ -6" WIDE Yi=LLOW L, ITS 4F ~ t, , ~ ;a , ~ ~ DL TURE9ANGE M~ 24~' SBTi3AGK, ~ ` ~ _ ` 13ARRIGADE w ,
4 lk ~...1 ~ u ~ ~ S BE MAINTAINED BY ~ ~ ~ ~ ~ ~ DIACtiONAL LINE ~ ~ ~~k' ~ ~ , ' , ~ , ~ ` A SNILOH GR0551 NG / o
~ ~ ~ i a ,u ~ , ~,fi 5~E ~HE~T 34 ~a° STr~. ~aG a? ~ ~ A~ ~ ~ DEVELOPMENT . \ .GUARD ~Il~,( ! o +r"~-""'?" ..,,+`"'"r . ;~~,~._..t--- , ,
~ ~ ~ ` ~ ~ P A A550GIATION (TYP.) ~ ~ ~ k:., . 1.. ~~.~~~,..E ~ ~ / \ ~ , A ~ \ Ia MEDIAN GdG ~.u, u
~ , , , ,~O 0~ TH15 SEGTI~I „ , ~
~ ~ ~ A ~ ~ ~ ~ MSE RET. WALL ~ 2~~ ~ ~ ~ROT~GT~ _ ~z . .L \ Y ~ ~ "rt
o ~.s ~ a `e ~ ~ \ Frlai Tex.- I ~ ~~'~r- YJt~ L.l,fi. Y~^i \ 1 V/~ 1~~\ ~ ~ ~ ~ F.\
~ U ~4 FENGi~ AT .TOP ~a~> I~ \ ~ ~ ~
~ . ~ , ,ti ~ i = c~iv~WAr APRav ~ ~ m: ~ 33 CDR ~4-r ` 2 MP ~ ~ ~
~ ~ ` ~ i ~ ` ~ ~ ~FIL~ 01= THIS ~ FENCE AT roP t~GE AT TOP ~ i :?r ~ r~\~\'
~ ` ` ~ ~o ~ a'sTA?~PED of WALL ITYPJ \ ~ ~ t • 't' R?`? ~ . o CONCRETE . A}
~ ` GRO55WALK END GUARD RA ~ A, ~ ~ A ~ ~ END Q,UARD RAIL (TYPJ ~ ' ~ ~ \ ~ ~ ~ ~ - , r , `4) ~\1J~~ ~
. ~ ~ ~t~ ~ sTa ~ x~~- ` ~
~ \ ~ ~ ~ ~ e,°; wIDE ~aLID SIDE SgLID ,u ~ G+kC~ ~ ~vri~ Q ~ ~ ~ °~~'~,x`.
~ a, ~ ~ ; io x -to ~ ~ v ~ ~ ~~q 51GHT DISTANCE a ~ WHITE LINE
~ ~h ~ \a~"'~ EASEMENT (lYP. ~ ~ 4" WHITE ~ THERMOPLA9TIG ~x ~ \ r: ~ R6-t R ~ i S OPBAR iRMOP~.ASTIGj ~ ~ G~bNTINUE WIDE YELLCIW ~'~`G~ ~ ~ ~ ~ ~ ~ ~ ~ 5 G OUBLE CENTERLINE ~ ~
h~, , PRIVATE SHARED / , ~ A ? ~ ~ A AGGE55 EASEMENT (rYPJ / ~ ~x CTY 510EWALK, ~ ~ ~ PHASE 2 ~ ~ ~ ~ Tt~RMDPLASTIG) FROM ~ ~ ~ ~ , ~
, ~ ~ ~ r ~ - ? ~ ~ RI I I~'21VATE SHARED GENTERL luE LINE TABLE a; ~ ' ~~v~?y WHITE AGGE~ ~ASEMENr (r fE SHARED (TYPJ r LIMITS C1F PHASE I LIMITS OF ~ ~ ~ ~ ~ 6 EASEMENT (TYPJ ~ 015TURBANGE ~ :r, ~
~ (I) "GHAi'EL HI<_L ROAD" ~ 9TOPSAR 'x
~ ~ (I) "EULLETS DI~4VE" 4" WIDE YELLOW ~ SIGHT 15rAN ~ ~ ~ ~ ~ , ~ ~"YPJ ~ sb S P EASEMENT (T1 IN A~ ~ ~~t A (~1 D3-I Dau>~..E GEN INE ~ ~o r"A~r~NT cT~P~ / ~ ~ , 9 NEU~E RIVER
L ~ B>=ARINO DISTANCE A , . , , \ ` STREET NAME (1~RMOPL TIC) ~ 24 WHITE - 24 .;WHITE ~ ~ BUFFER
0 hIG ~ ~ ~ ~ , ~ ~ ~ STt7PBAR (T LI Noa o5a3 ~ I3.36 ~ a WI YELLaw ~ y STPBAR (TYPa , ~ g ~ ~ ~ 1 5~~ S~~T >~oR I 03-I ~m 2 ~ f W~-h PLANIPROFIL~ C~ TNI5 ~ ,
' ~ DIA LINE x C ~ ~ STREET NAME s~E~r N~~ l`' ~~l ~ ~,~e 1~7A~Ol^IA~Y ~ I ~STORMwAT~
L2 N31°02"22"W 151.27 ;~'a~~~A ~ ~ ~ k ~ ~ RI-I PO ~ ( ~ ~ WETLAND G
L3 585 5~ 35 W 153.03 ~ , ~ ~ , ~ T4 l I ~ rt~ ~ WI6-12P CIRCLE RI-i T4 I ~ ~ 5~ SMP NG
a ONLY ~ Sx ~ ICs' x "t0' 300' 51GHT LINE I THI5 Sf~ET .
, ~ ~ ~ ~ ~ "WHITE DIREGTI NAL = ~ ~ ~ ~ L4 N71 16 I6 w 223.43 e , ~ , ~ , ~ ~ rl~ ,LOwE~ ILo 1 'LOVE ILO WAY" Sh6HT DISTAN~ PEDESTRIAN
~ , ~ xo ~ . ARRaWr Pa ~ ,f,. (l,~,eELSTAR~AY ~ ' ~ ~o ~2 a, fTHEw~PLASTIc) \ ~c-, o : ~ . ~ ~ ~ G "t3EL~TAR~~!?~" ~ SEMENT (TYPJ GR0551NG W ~ ~ 51GN ~ PRIVATE 5HARED N
L5 561 5213 W 534.84 ~ ~ ~ ~ ~ _ STND, ~ ~ ~ ,'F ~ ' Gd6 ~ . ~ ~ ` ~ (WII-2_d ~GGE55 EASEMENT TO
o i u V ~ \ ~ SIGHT TANGS L6 503 I D 40 W 12q.50 ~ ~ ~ ~ STREET NAME ~ EASEMEN (TYPJ ~ . ~ ~ ~ LINE (TYP.) WI6-2cJ 2~ ~ SHILOH GR0551NG ~ / R=50' DEVELOPMENT ' I
~ ~ / a Witte YEL~pW 3 ° ~ ~ V ~ . ~,,Y . GJ 4" WIDE lb A. ~ c V..,~ < ~ \ (Tl'PJ A550GIATION (TYPJ ~ ~ R4~1
L7 N5S 5'138 E 408.75 '3, ~ ~ ';ti _ - , ~ , 50L 17011BLE GEN"ff_RLINE C 2 /b~ ~ e ~ti~, ~ . /V ~ / WHITE LIN~ RI-I STO , ~ \ 00 ' ~ °°c~ ~ L (TFIERM0PLA5TIGt ~ ~f' SET$AG
~1, y° i u ~ ~ ti - ' ~ ~ ~ ~ ~ 5' GONG. (TH~RF~OPLASTIG) '9 LS NI I ~3 DD E IV4.ID ~ ~ ~ 1 ~ 71LLWi'U_K e u ~'1 r,
i ~ b LDkVER ~HILOH WAY ~ ~ ~ ~ ~ kQ~ j (TYP, PED)_STRIAN r <0+00
L9 NII°23'I "E ,1 t~` U BULLIES DRIVE 5 20b,76 - ~ GR0551NG 51GN . s,

~ ~ 25 200 FT G G ~
y ` ~ 24 K30 X '~C CENTERLINE GUR1~E TABLE ~ , ~ _ ~ ~ CT11-1 _
T \ . ~ ~ 1 ~ ~ . ~ a ~ ~F b STAMt ~ , ~ I t ~ B~EAGIN C~NaTRUGTION / ~GO~IGRETE ~ R-5, a' STAMf~D / ~ 30' SETBACK
CURVE DELTA RADIUS ARG TANGENT CHORD CHORD EtEARI ~ ' ~ / / ~O~IGRETE I ~ p~~,R ~ ~ ~
~ ~ ~ ~ ~ ~ cRO~sWAI ~ ~ i~ GROa5WAI~K ~ 3o SETBACK _ I ~ I Sly/ ~
GI 40°01'26" 300.OD 210.Oq IQq.56 245.8 NID°58'3q"W ~ 5 GOr~.- ~ ~ PHASE 2 ~ 5" GONG. , _ I ~ 30" STND, G! G U ~ r-1
~ ~ ~ \ ~ LIMITS OF SIDEWALK DISTLi2BANGE + _ - _ ~ } (7YP.) ~aIt7EWALK ~ PEDESTRIAN ` ~_I I i I N/ 3 ~ r` r~~~1~ t (TYP.) f ~ ~ GR05~ING o ARROW (1YPJIONAL ~ ~ ~ 0 SF~~~~ ~ 1J ~
G2 63°QD'D3" 370.00 41'7.4 232.87 3q~'.ID N62°32'24"W ~ ` `~01;'~~ ~ R. ~ ~ SIGHT DISTANCE S.. ~ ~~e,~ ~ V w~rLANG rc~ 1
~ ° ~ ~ ~ ~ , ~ EASEMENT ITYpJ G3 22 b Oq 650.00 258.31 130.88 256,61 582 3~ 20 E , ~ + ~ aE ~~c~~~,r~r ~ (WII-2 ~ Ivy I ~ (THERMOPLASTIC) ~ , ~
i e ~ '~i ~ ~ a', ~ : - - xI' l I~ WI6-7p) ~ I ~I I ~ ~ 'F~-. MEDIAN G~ J I
G4 46°5131° 250.00 204.46 108.34 IG8.81 5a5°11'Sq"W - ~ + x.~--" • ~ ~~a~,~ ~ ~ I WHITE DIREGTIO~IAL ~ / ' I Q I I C I ~ ARROW CtYP) ~
~ x G5 58 41'33 25D.OD 256.Oq 140,56 245.D 532 3126 W ~ ~ 1 I ~ ~ (Th~RMOPLAS~IG) N
~ ~ MSE RET. WALL l
Y OTHERG ~ Gb Oa°3'45" SDO.OD 4q,41 24.3 4~.3q 514°13'08"W g; ~ ~ , + ~ ~ ) ~ ~ ~ ~ ~
~ ~ L QT 8 I n i L D1~ ~ ~ ~ d°
T ~ ~ , i ~ , y~ ~i 1 A~ ~~b ~ r~ / ~ i I i ~ 8°
' ~ ~ y 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ~ ` + ~0 l~ ~ C~~ 7 ~ ~ ~
v . ~ ` + ~ fie,, ~ / ' i ~
CONTRACTOR SHALL TIE PROPOSED MARKINGS TD EXISTING ~~t r ~ ~~,A i ~ ' Pft~E AT TOp ~ ~ I l~ i ~ ! I SEE SHEET 34 Q
MARKING5 AT PROJECT LIMITS. ~ ' ` ~ ~ ~ of WALL (TYPJ ~ 1 ~ . ~ ~ ~ PLAN/Pi~D~IL~
0 / 2 THI5 SECTION I
~ ~ 3. GDNTRAGTOR SHALL MILL ANY EXISTING MARKINGS IN CONFLICT ~ ~ ,0 1'~ ~ I
WITH PR P ~ ~ `~,4i~ ~ + 0 OSED. ~ / f / ~ ~ ~ I ~ ~ COINER SHILt'~I D
4. RAISED REFLECTIVE PAVEMENT MARKER5 ARE TO E3E PLACED t r r ~ f f,-......~ 100' TYPE A ~FER I ~ ~ 'FENCE AT TOP ` I ` I / _ OF WALL (TYP.)
PRQPERIY OWNER: SHILOH MDRRISVILLE, LLG ~ ' ~~h 800' SIGHT LINE ~ PRG ACCORDING TO NGDOT ROADWAY STANDARD DRAWINGS.
1 t. ~ LOr DEVELOPER: SHILOH MDRRISVILLE, LLG ~ ~ r~ l LOT LINE (TYP,) ~ ~ .err;
~ ~ I 5. THE CONTRACTOR SHALL U5E MUTGD (200q EDITION OR LATE ' F° ~ " ~ ~ ~ ~ ACREAGE OF PARCEL: 1~ ~ ~ ~ 1 ~ PHASE 2 ~ I/ ~ DISTURBANCE I ~
COMPLIANT 51GNAGE AND PAVEMENT MARKINGS. ANY DEVIATION FROM ~ ~ TOTAL: 54.22 AG ~ ~ /
MUTGD 51GNAGE AND PAVEMENT MARKINGS 5H BE M 3 ~ - ~ ~ ALL SUB ITTED TO THE H ~ P ASE 2 • 31.8 AG , ~ ~ I I
TOWN IN WRITING FOR REVIEW AND APPR VA . ~ ~ ~ O L 5EE SHEET 51 FOR 51GN ~ ~ DETAILS. WAKE COUNTY PIN: 074bbq~8b5 I r . .
~ ~ ~ ~
SETBACKS: 5EE TABLE DN SHEET ~6 ~ ~ ' b. LOT DIMENSIONS AND BEARINGIDISTANGE: INFORMATION SHALL BE SHOWN ~ ~ '
BONING: GB GU ~ ~ ~~'~.j~ ~ ` 1 ~ ~ ON THE ROW DEDICATION AND SU6DIV1510N PLANS. ~ ~ 1 . ~ ~ ~ , W
~ CURRENT USE• VACANT ~ o l ~ r.,..
CONTRACTOR SHA U A P - N T T M e~, ~ LL SGHED LE RE GO S RUG ION EETING PRIOR TO ti ,,s ~-y ~ ~ ,
THE START OF GONSTRUGTION WITH THE TOWN ENGINEERING IN5C'EGTQRS PROP05ED U5E: GoMMERGIAL ~ ~ , , \C f TO ENSURE THAT THE SCOPE OF WORK AND CORRESPONDING METHOD OF IMPERVIOUS SURFAGI=S (PHASE 2).
~ ~ 1 A GQNSTRUGTION AND TESTING ARE ACCEPTABLE AND TO ARRANGE 51TE ROADS"`: 3.08 AG ` ~ 1 ~ ,r-~
IN5PEGTIONS A5 REQUIRED, I ~ ~ r-'" S DEWALKS• 0.45 AG ~ ~ ~ ~ ;0 a r. ~
FUTURE DEVELOPMENT"": .10.65 AG ',0~
8. THE MAXIMUM HEIGHT DF ANY MATERIAL WITHIN THE 51GHT D15TANGE TOT ~ \ ~ ~ ~ AL 14.18 AG ~~a \ / ~
EASEMENT SHALL BE 3-I/2 FEET. IMPERVIOUS ~ (14.18/31.Sq): 44.590 ~ ~ ,1 \ ~ Town of Morrisvtlie
T IN A R T ` ~l c~ q. THE: DEVELOPER SHALL INSTALL S REST BLADES GGO DANCE WI H OCCUPANCY: VACANT APPROVED FC}R CON5TRUCTIgN
THE SUBDIVI514N ORDINANCE PRIOR TO THE: 155UANGE OF ANY BUILDING ~ ~ "a
PERMIT. ~A55UME5 GONSTRUGTIDN OF FULL FINAL GROSS- ~ f ~ 100 50 25 0 50 150 Signature: ,fit Date: t ~,~Ip
SECTION DF ACCESS ROAD THROUGH LOTS I I ~ 12 ~ ~ ~ ~ ~ a -
ID. CONTRACTOR TO PROVIDE TEMPORARY STREET 51GN5 DURING ~~GALGULATED FOR FUTURE DEVELOPMENT OF u
4 a coNSTRUCTION. LDTS 2-II ~ ~ ~ ! i ~ Town of Morrisville, n Engineer Date/Initials Gi2At'HIG SGAL~ Engineering:
`a~~~NUlliej~~ Planning: ~ Oj
5 t ,`~~~~~N ~~Rd~'~i, Other ispeclfy): LL 0 ~
UPON COMPLETION OF A PRO..EGT AND BEFORE A GERTIFIGATE OF NOTE; ~
OCCUPANCY aHALL BE GRANTED, THE APPLICANT SHALL CERTIFY THAT THE CONTRACTOR aHALL BE RE5PDN51BLE FOR RLL CONSTRUCTION AND MAT)=RIALS TO BIB IN SIGHT 1~15TANGE ~~t~ PER IC7 MPH QF ~RT~1~IAl. ~ FESO ~ ?T~i~~AL DESIGN SPEED PtZUI~RTY pWNER AND o ~ Signature: Date:
COMPLETED PROJECT 15 IN ACCORDANCE WITH THE APPROVED THE LOCATION OF ALL EXISTING UTILITIES STRICT ACCORDANCE WITH THE ACCEPTED PQLIGIES >=0R APPRDPRI~TE ARTERI,4L WIDTH DE C A~PPLIGANT; = ~ EAL ~ - ~T~ Q~ GROSSING SHILON MORRISVILLE, LLG 2 ~ ~ ~ Town of Cary Utilities, Water and Sewer
STORMWATER MANAGEMENT PLANS AND DESIGNS, AND SHALL SUBMIT PRIQR TD BEGINNING OF ANY EXGAVATIQN. OF THE TOWN OF MDRRISVILLE, AND UNLE55
Ar.rllAl ~A~ F~IIII T" PI AN5 FnR AI I STORMWATFI2 MANAGEMENT FACILITIES FXI~,TINfy I)Tit ITI~~, "~I[7WN L~~121~nN AK?P SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT. LOWC-I~ SHILdN W/~4Y tA~.~SUMEi~ 3O MI~H bC~IGN ~pEED1 D1 g630 GOLONNAD~ BLVD., SUITE 600
OR PRACTICES AFTER FINAL CONSTRUCTION 15 COMPLETED, APPROXIMATE AND ALL ARE NOT 5HOWN, OF TRANSPORTATION (NGDDT) STANDARD5, DE516N VEHICLE GR0551NG THE ARTERIAL TWO LANE=S REQUIRE 5AN ANTONIO, TX 1823022041 9Q 1C Engineering inspection services must be contacted [phone] at a minimum 24 hours prior to U 4E5 f21=QUIRED 51614T d15TANGF PH. 210.641.3487 FAX. [phone] ,Zf,, -0~the commencement of any construction activities,
SPEGIFIGATIONS, 4 DETAIL5. PA'SSENGER VEHICLE IDD 300
300 rrrn~.t?~+~ 1
G 0 N 5 T R U G T 1 0 N PLAN 'S U B M I T T A L f SCALE: I =50
REV Ew COMMENTS 10 15 o RIPEST RAVEN AsSOCIATES INC.
DATE: MAY 4, 2010 51 TE LAYOUT PLAN~LOTS 2~10 5H 1 LOH CRO551 N(5 F PHA5E 2 (LO.WFR SHILOH WA*f) REVIEW COMMENTS 01 -04- I ~ ? 9
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS I SURVEYORS / ENGINEERS
PROJECT, 2009-009.001 SPONSORED BY: 5HILOH MORRI5VILLE, LLG PROJECT LOCATION: MORRI5VILLE, N,G 10 f~EV 151 ONS: 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone]. Email [e-mail] / Firm C-0488
R \LPMP ~ROdEGT5\XOTHERS\26 N-GC4.001 5HILOH GRO551NG - M0RRI5VILLE\n-6\C0WTRUCTICN\4TH SUBHITTAL\ 08-51TE-LAY002-I0-50, DW5 , Jon 06, 2011 - 2.46 PM , CyRE6 RELEASED FOR CONSTRUCTION

~ { ~ ~ t , .Y' 1~; i 1 rl ~ ~ / / fY" 'bq' ,ecv. ~swe,,:.""`' w+.. ~ \ u i ~ \ . s ~ - ~ s f ` ~ ~ y , ' aT~~.
'1 \ \ A~ ~ ~ ~ e 1 11 ~}.-G ~:1 i ~ ";,Yr,f ?'.x'~`~~~ \ ~ Av.~`~. ~ v . ~ , ~ ~ i ~ ' I. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
~ v~, ~ 5 _ a y/
. _ U - A ~ ~A ~ ~ A` r~ ,.r ~ rt ? _ A 1. v ~V ~ ~ ~ \ , ,may 1 I ' . ~ ~ ~ / ~ Y'C, ~ ;'~,•m - ~ - ~ ~ ~ i` 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING ~ffi f, ~ ~ MARKINGS AT P~20JEGT LIMITS.
, , ` ~ ' ' ~ r ~r ,
@ ~ ~ U ~ ~ ~ 'C. `w`, , ~v ~ - A f 1 1 ~~a\:. ,,fey / ,i / , ~V A'v~~y A ~.~r,. _ ~ ~
~V r~)--P"' vim. .T, .~f' /:°Fa -f ~;~r ~ ,ti ? ~ A ~ ( \ a - ~ ~ ~ ~ ~ ~ 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS IN CONFLICT
U J - < r, \ .~.a _ I .l F_ , i•; - ...rrt r ~ ar' lj° ' 1~~ IIIr~l \ \ ~ \ \ ~ - ~ s A p p~ ~y^~ ~ / , ~ WITH PROPOSED.
Q v ~ \ 'V A ~ v ~ / ; ~ ! t~ ~ ~ o~; V f ~ 4. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO BE I'LAGED
+--.M. ~cp , ` I ACCORDING TO NGDOT ROADWAY STANDARD DRAWINGS.
;:tea ..x-...`'_ ~„r..«;*" ~-'-I~~ ,,...s7a"', „f. ~ ~ ~ \ ~C~ ~ \ \ ~ ~ , \ ,
s ~ ~ v ~ ~ ~ ~ E ~y~, oNG' . i ~ , 5. THE CONTRACTOR SHALL U5E MUTGD (200q EDITION OR LATER)
~ ~ COMPLIANT SIGNAGE AND PAVEMENT MARKINGS. ANY DEVIATION FROM
~ ~ ~ ~1` C' `~o, IPHA'~ IJ~ , / MUTGD SIGNAGE AND PAVEMENT MARKINGS SHALL BE SUBMITTED TO THE \ 1 x ,
w ~,,;.,r°' ~ ~ ~ a ~..~--r ,~wF. ~ V A \ ~ ~ ~ A V A\ v A A Y r ~ ' r.-~ _4~ ~ F,~`„rM y ~ \ ~ \ \ ~ ~ t ~ r~.~l~iM, .~n~ir` `-RAT. WALL N s ~ ' ~ TOWN IN WRITING FOR REVIEW AND APPROVAL. SEE SHEET 51 FOR 51GN ~REr. wAi.t. w1~' u~ ~ s'~,~y t ~ DETAILS. -
.p sF'`".. ,Y.-,„. s,,, ^a' ~ .~:.~„tr - icy" ~ \ V A ~ \ ` ~ A S V ' ~ `V ',l'.~'V A A6 ~ ~ u FENGE (PH w r- ~.i -.rte PENCE (PHA I) ~ ~ ~ , m ~ _ : , \ ~
q . J, P ~ 6. LOT DIMEN510N5 AND BEARINGIDISTANCE INFORMATION SHALL ~ SHOWN
- - ~ y::~ ~ .r--. w ~ , V~ '"A ~ ~ , v ~ ,v `y~~ w NEU5E RIVER ~ ON THE ROW DEDICATION AND SUBDIVI510N PLANS.
l
_ _ ~J / ~ ~ ~ 7. CONTRACTOR SHALL SCHEDULE APRE-CONSTRUCTION MEETING PRIOR TO
RET, WALL w/~I / ,~A ,;,vv~,,v v`~ , ~ , ` v~~ ; y 5~~ 5H~~T 35 FOR ENn GoN~rrzuGrioN , ~~a „1 i ~ ~ THE START OF GONSTRUGTION WITH THE TOWN ENGINEERING INSPECTORS Z t5HA5E 2 ~ TO ENSURE THAT THE 5COPE OF WORK AND CORRESPONDING METHOD OF
, FENGE (PHASE U v ~ ~ ~ v ~ , ~ y~ PLAN/PROFILE OF
- 12 i I ~ CONSTRUCTION AND TESTING ARE ACCEPTABLE AND TO ARRANGE 51TE ?2 ~ Z INSPECTIONS A5 REQUIRED.
" , ~ 5 5EG ON OF ~ \
~ ~ y ~ v ~ ~.OI~R SH LOH WAY A y.,.~~v yv ~ / G rY o wln` S°~lo 6. THE MAXIMUM HEIGHT OF ANY MATERIAL WITHIN THE SIGHT DISTANCE
~ y~ ,~y `y P~ \ ~ ~ ~ l~ (TREK oP~~ rIG) EASEMENT SHALL BE 3-102 FEET, m
~1M ~ A~\~ A ~ . ~ ~ A,~ A i ~ ~ ~ . A AAA A, ` \A Q
v`, ,\y A y~ ~ y ~"~~\.A r~rv~ ~ q. THE DEVELOPER SHALT- INSTALL STREET BLADES IN ACCORDANCE WITH
, A ~ y~ .V A ~ VA,A;~\~~~ \ , ' .v ~ THE SUBDIVI5IQN ORDINANCE PRIOR TQ THE 155UANGE OF ANY BUILDING 'f PERMIT.
NEUSE RIVER ~ ~ v v y V~~ v \ `v ` ~ `\V~ v.w v ~ `V ~ ~ ~ BUFFER v ,A \ ~ . ~ v y y ~ , v,"vv vy, • •v'V v `v ~ PHASE 2 m ' ~ 10, CONTRACTOR TO PROVIDE TEMPORARY STREI=T 51GN5 DURING
a.r„ ~ \ `;A ~ , v ~ Y . ~ ~ ~~v ~ LIMITS OF ~ ~ ~V` ~ \'v ~ y ~ \ A ~`.A ~ ; ~r~~v`~ \ VA` ~ DI5TUR8ANGE N~ ~ry~ CONSTRUCTION.
~ . ~ v v y ~v v v v~ '
Q
~ , . ~ ~ w ~0 ~
Q~ %
~ / /
s ~v~, ~ \ " ~V ~ ~ 4~~~ Vey ~ C'-^ , A ~,~V~'~\ :A v ~ ! J ~ ~
v'V ~ ~ ~ a V ~ A ' / /
'e ~ i y'~ ~ \ ~ V ~ fir. ~ vv A
V ~ v A .ail, ~ ~ , v r RELOCATED PHASE 2 ~ \ g ,y~~,~` v ~v ~ LIMITS , ~ E PROGR€SS ENER6Y ~ 4 n~~ ~ oo f
q ~ ~ ~ ~ ~ v z~ ~ . V~ ~ ~ DISTURBANCE . ' ~ ` ~ \ , \ ~ EA5EN~NT (PHASE I ~ \ ~ a \j v y,, ~ A ~ , ~ y, v A. ~ I BY OTHERS) ~ ~ ~ ~~x G~NT~RL I NE L I N~ TABU GENTERL I N~ GURV~ TA~L~
, , \ ~ ~ ~ ~ ~ ~ v ` ,v ` PRIVATE SHARED
~ . ~ ~ ~ A ~ ~ ACCESS EASEMENT TO LINE BEARING DISTANCE CURVE DELTA RADIUS ARG TANGENT CHORD CHORD BEARING
~ , v v " BE MAINTAINED BY / `'\y. ~ ~ SHILOH GR05SI NG l`
_ ~ , PHASE 2 ~ \ ` ~ \ DEVELOPMENT 0 LI NOq°05'03"E 13.36 GI 40°01'26" 300.00 210.Oq IOq.Sb 205,8 NIO°58'3q"W
NEUSE RIVC-i2 LIMITS OF \ ASSOCIATION (TYP.; ,i ~ ~~k~ BUFFER DISTURBANCE / i ~ ~ L2 N31°02'22"W 151.27 G2 b3°OO'03" 380,00 417.84 232.81 381.10 Nb2°32'24"W
ry a 1
f ~ ~ ~ ~ a ~ / L3 S65°51'35"W 153.03 G3 22°46'Oq" 650.00 256.31 130.68 256.61 562°3q 20"E
Q P~~~~ ~ STORMWATER , S ~
WETLAND G f ~ ~ s ~ ~ 0 ~ ~ ~ ya ~ L4 Nll°16'16"W 223,43 G4 4b°51'31" 250.00 204,4b 108.34 Ig8.61 565°I~'Sq"W
~ ' SSE BMP NOTE , ` ~ ~ 0 v THIS SH~r , _ ~ ~ L5 561°52'13"W 534,84 G5 56°41'33" 250.00 256.Oq 140.5b 245.0 532°31'26"W
~ ~
W~- , ~ 'RIVATE SHARED N / 2 , ~ Lb 503°10'40"W 12q.50 G6 D5°3q'45" 500.00 4q.41 24.3 4q.3q 514°13'08"W
tGGESS EASEMENT TO / ~ L7 N56°51'36"E 406.15
~ MAiNTAtfi~ ~ _ ~ ~ ~ ~ ~ / r o ~ ~IILOH GR0551NG . ~k0
~EVF.~.oPM~NT I i \ 1 ~ i L. UT 12 L6 NI1°x3'00"~ 164.10 i
ti550GIATl N , ,4'1~TLAN>~' TO r,k ` a / 0 (TYP.) .30' SE R4-~f ~E i~4"P~GT~b , / ~ ; Lq NII°23'15"~ 206.6 BMA' ~®T~:
/ ~ ' a1 adid'a - - Ili' 1174: \ ~ / " \ ~ / EDGE OF PAVEMENT ~ 16,5 AT
,`~--16.5' ATdT EA5EMENT UPON COMPLETION OF A PROJECT AND BEFORE A
24",,. „ ° ~s7~~. ^rl~~> ~ 'V ~ - ~ \ i f~ / FOR aFfpU..t7ER aEGTION l D8 426 v8 ~26T p~ 833 ; ' GERTIFIGATE OF OCCUPANCY SHALL BE GRANTED, THE APPLICANT SHALL CERTIFY THAT THE
~ f F r~ 5E RET. WALL COMPLETED PROJECT 15 IN ACCORDANCE WITH THE
,r,. ~ 1 _ ~ ' {$Y OTHERS) ~ f / / APPROVED STORMWATER MANAGEMENT PLANS AND
T~ r 4" WIDE SOLID YELLOW f DE51GN5, AND SHALL SUBMIT ACTUAL 'A5 EXULT"
\ l / I , . GONG. APItJ / ~ ~ ~ y a, DOUBLE CENTERLINE / PLANS FOR ALL STORMWATER MANAGEMENT
R=5 _ r;'i r ~ n0 i ~ (TWERMOPLA571W r FACILITIES OR PRACTICES AFTI=R FINAL ' CONSTRUCTION 15 COMPLETED,
~ ~ R y4 2
I ~ ~ / 1~ ~ ` 4 FENCE AT TOP ~ ,i
~ OF WALL (TYPE ~
~ ,a I ~ ~'1~UI~a'~1~T~' IN~Oi~MAYION;
~ ~ ~ ~ a 2~ ~ ~ / ~ ' PROPERTY QWNER: SHILOH MORRISVILLE, LLG
Q I' ~ MEDIAN Gd ~L~ ~ ~ 25+00 ~ / / PHI
4 k~¢ ~ DEVELOPER: SHILOH MDRRISVILLE, LLG PHASE 2 ~
~ WHITE DIRECTIONAL ~ ~ ~ ""------I-- G~ / \ LI ~ ~ ~ ARROW (TYP,J ~ T ~ App ~ ~r ~ D 51TURB~ANGE ACREAGE OF PARCEL= TOTAL: 54.22 AG
~ (TMERMOPLA~TIG) N ~ R ~ ~ i p~G PHASE 2: 31.Sq AG r /
~p~ / WAKE COUNTY PIN: 0146ba16b5
0 ~ ~ DRIVEWAY APRON
~ ' (AMP ACCESS) ~ WIDE YELLOW ~ ~ ` SETBACKS: SEE TABLE ON SHEET #6
\0, / ~ DIAGONAL LINE N , ~ EIJD SIDEWALK AND / ZONING: GB GU I
CURB 3 GUTTER ~ / / ~ ~ / / CURRENT USE; VACANT
t 30 STND. GtG ~ (PHASE 27 \y , / ~ / 5EE SHEET 5 FOR r~ PROP05ED USE: COMMERCIAL Q
I ~ E SHEET 34 {=0R / ~ P1.AWPROF E OF ~
PLAN/PROFILE OF ~ TH15 SEGTI N OF ~ IMPERVIOUS SURFACES (PHASE 2J: / ROADS*: 3.08 AG
~ THIS SECTION OF LOY~R SH~~.OH WAY / 51DEWALKS: 0.45 AG LL
~ LDWER SHILOH WAY ~ ~ P~oPa~ED \ FUTURE DEVELOPMENT'r~': 10.65 AG W
~ , \ UPFfR ~ ~ ~ FENCE AT TOP - ' R ' LOT LINE fTYP~ _ ~ OF WALL (TYPJ MSP RET, WALL ! f TOTAL: 14,16 AG
, / IMPERVIOUS 9b (14.18/31.6gJ: 44.5,
_ %^-~-~k (BY OTHERS).. `~j~[ ~p ~ , / CONTRACTOR SHALL BE RE5PON51BLE FDR
k a : THE LOCATION OF ALL EXISTING UTILITIES OCCUPANCY: VACANT
I ` PRIOR TO BEGINNING OF ANY EXCAVATION. eA55UME5 GONSTRUGTION OF FULL FINAL GR~SS- EXISTING UTILITIES SHOWN HEREON ARE SECTION OF AGCE55 ROAD THROUGH LOTS II ~ 12
i 0 i ~ APPROXIMATE AND ALL ARE NOT SHOWN. 7'
~ i - _ ~ ~ 'r"~GALGULATED FOR FUTURE DEVELOPMENT OF L
. 00' TY ~ s 1 . A ~ ,~p~ P~ i LOTS 2-II
~R 100' NOTE: ALL GONSTRUGTION AND MATERIALS TO BE IN Tawn of Morrisville
r ~ _ ~ . / STF2IGT ACCORDANCE WITH THE AGGEi'TEU pOLIGIES APPROVED FOR CONSTRUCTION
w_ _ PHASE 2 -'r---- LIMITS OF ~ ~ DISTURBANCE ~ OF THE TOWN OF MORRISVILLE, AND UNLE~a~a W
r w. ~ - / / SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
"`"~`w,,.. ~ , r \ J OF TRANSPORTATION ~NGDOTJ STANDARDS, Signature: ~ Date: 1 i3 ~.c~i't SPECIFICATIONS, ~ DETAILS. Tawn of Morrisville,' n Engineer Date/Initials
Engineering;
~ i r / ~ ~s~~~innrrnrop~ Planning: ! ~ LL
,``~~0~~~ ~p~0 Other (specify):
s' e
F:S~'ifp PROP~IZTY OWNED A1~ID !JJ
51GHT D15TANGE (ft~ PAR 10 MPH 0~ A?RTERIAL 1~E~IGN 5PEE1~ d A~PPLIGANT, SEAT. ~ Signature: Data. Z
0 OP IATE A~RTER AL Wld H OF GR0551 NAG loo 50 25 a 50 SHILOH MORRISVILLE LLG = 2fi~ ~ Town of Cary Utilities, Water and Sewer 15o g83O COLONNADE BLVD., SUITE b00 ~ ~
LOWER SHILOH WAY (A~UMED 30 MpH 1:~IGN ,.D) SAN ANTONIO, TX 10230-220q '%~,d,, `~~C~~F.ti~~~~,`
DE51ON VEHICLE GRO551NO THE ARTERIAL TWO LANES REGUIRED 516HT D15TANGE I PH, 210.641.D4D1 FAX. 210,641.8463 e1,Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to U
GRAPHIC SCALE PA55ENGER VEHICLE 1100 300 I„ _ 510, D'„~~~~~? the commencement of any construction activities. C^ 6,~
GON5TRUGTIDN FLAN SUBMITTAL ` ~ ~ REV I S I ONS;
SCALE: I =50 51 TE LAYOUT PLAN~LOT5 ~ 12
2 REVI EW GOMhENTS o7-z I - ~ ~ PRIEST CRAVEN A REVIEW GaMMENTS i a 1 -10 sSOCIATES
5H I LOH CROSS I NO F PHASE 2 DATE: MAY 4, 2010 LoWFR SH I LOH' WAY) REVIEW COMMENTS 01-04-II ' ,INC. LAND USE CONSULTANTS PLANNERS l LANDSCAPE DESIGNERS 1 SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300 . Fax 919 / 782.1288. Email [e-mail] / Firm C-0488
SPONSORED BY: SHI LOH MORRI SVI LLE, LLG PROJECT LOCATION. MORRI SVI LLE N, G, PROJECT: 2009"009, 001 F;\LRO PROJEGT5 XOTHER5\2009-009. CC I 5HILOH GR055IN6 - MORP.15VILLE\DX5\CGfJ5TRULTION\4TH SU6MITTAL\ M-51TE-'-KrOJT9-12-50.DW6 , Jon 06, 2011 - 2;46 PM, GREG
RELEASED FOR CONSTRUCTION
- - -

' I L I ~"Y G~N~~.~L NOT ~5:
W~?T~R FLOW ~STIMATF -TOWN OF GARY SANITA~i~Y FLOW E~TIMA~TE - T WN O OF G~?i~Y
I. THI5 PLAN I~ THI5 PLAN 15 TO BE USED ONLY A5 A REFERENCE FOR PROPOSED UTILITIES, ND 7, THE TOWN HAS THE RIGHT TO INSPECT THE WATER AND SEWER SYSTEMS.
STORE SQUARE PROP05ED ADL FOR PEAK PEAK DURHAM MORRISVILLE STORE SQUARE PROPOSED STORE FOOD TDTAL P TOTAL MA55 GLEAF WATER DEMAND FI E FLOW FIRE FLOW FLOW EAT FLOW ADF EAK PHF MA55 CLEARING, GRADING OR ON-51TE UTILITY CONSTRUCTION 15 PROP05ED OR ALLOWED BY THIS PLAN. REFER TO SITE CONSTRUCTION PLANS FOR DETAILED, P. POTABLE WATER LINE TO RESTAURANT AND LAWN IRRIGATION WILL REQUIRE AN
FOOTAGE DEVELOPMENT USAGE (Gpp) FACTOR (GPM GPM GPM FOOTAGE DEVELOPMENT USAGE FACTOR ALLOWED B' ( ) (GPDIIOODSF) GPD/SEAT) (GPO) (GPM) UTILITY, GRA UTILITY, GRADING, DRAINAGE, AND ER051DN CONTROL DESIGN, A.S.S.E. #1013 REDUCED PRESSURE ,ZONE A55EMBLY (BAGKFLOW PREVENTER), FIRE
DUTPARGEL LDT 2 6000 FULL SERVICE RESTAURANT g6D0 2 13.3 - 4000 OUTPARGEL LOT 2 6000 FULL SERVICE RESTAURANT - 40 g60D 3,3 22,0 SPRINKLER SYSTEMS WILL REQUIRE AN A.5,5.E #1048 DOUBLE GHEGK DETECTOR
OUTPARGEL LOT 3 10000 GENERAL RETAIL I OD 2 I."1 - 4000 DUTPARGEL LOT 3 10 OD GENERAL RETAIL 120 - 1200 3.3 2.8 2. ALL UTILITY ALL UTILITY CONSTRUCTION SHALL BE PER TOWN OF GARY STANDARDS AND (BAGKFLOW PREVENTER) IF NO CHEMICALS OR BOOSTER PUMPS ARE USED AND IF
OUTPARGEL LOT 4 10000 51NGLE SERVICE RESTAURANT 8000 2 II.I - 4000 DUTPARG}=L LDT 4 10 00 51NCaLE SERVICE RESTAURANT - 20 8 OD 3.3 18.3 SPEGIFIGATI DUTPARGEL LOT 5 1 00 FULL SERVICE RESTAURANT 11200 2 15.6 - 4000 DUTPARGEL LDT 5 ~ 00 FULL SERVICE RESTAURANT - 40 II DD 3.3 25,7 SPEGIFIGATIONS, BUILDING 15 NOT OVER S STORIES. IF CHEMICALS, 8005TER PUMPS ARE USED AND
DUTPARGEL LOT 6 7 00 FULL SERVICE RESTAURANT 11240 2 15.6 - 4000 DUTPARGEL LOT 6 X000 FULL SERVICE RESTAURANT - 40 II 00 3.3 25.T BUILDINGS ARE OVER 5 STORIES IT WILL REQUIRE AN A,S.S.E. #1047 REDUCED
3. SERVICE LD DUTPARGEL LDT ~ ~ 00 FULL SERVICE RESTAURANT II200 2 15.6 - 4000 DUTPARGEL LOT l TODD FULL SERVICE RESTAURANT - 40 II 00 3.3 25.? SERVICE LOCATIONS FOR ELECTRIC, NATURAL GAS, TELEGOMMUNIGATIONS, GABLE, pRE55URE DETECTOR A55EMBLY (BAGKFLOW PREVENTER) AND ON BY-PA5'S
ETC. WILL BE DUTPARGEL LDT 8 ~poa FULL SERVICE RESTAURANT 11,200 2 15.6 - 4,000 DUTPARGEL LOT 8 7,000 FULL SERVICE RESTAURANT - 40 II 00 3.3 25.T ~ ETC. WILL BE COORDINATED BY CONTRACTOR AND/OR DEVELOPER WITH METER MUST BE IN GUBIG FEET, SWIMMING POOL FILL LINE MUST BE AIR GAPPED
~ FRANCHISE . DUTPARGEL LOT ~ 7 DD FULL SERVICE RESTAURANT I 1200 2 15.6 - 4 00o DUTPARGEL LoT ~ 7 000 FULL SERVICE RESTAURANT - 40 I I Do 3.3 25.rt FRANCHISE SERVICES. OR AN A.S.S.E, #IDI 3 REDUCED PRESSURE ZONE (BAGKFLOW PREVENTER)
DUTPARGEL LOT 10 14 00 FULL SERVICE RESTAURANT 22400 2 31.1 - 4000 DUTPARGEL LDT 10 14000 FULL SERVICE RESTAURANT - 40 22400 3.3 51.3 DUKE POWER WILL PROVIDE ELEGTRIGAL SERVICE T4 LOTS FROM AN INSTALLED.
'FLEX RETAIL i T I ~ 4. DUKE POWEF LLD 2) (00000 GENERAL RETAIL 12400 2 16.7 - 4000 FLEX RETAIL I LDT 12) IOD 00 GENERAL RETAIL 120 - I 7 2 oQ 3.3 2 .5 uNDERGROUr UNDERGROUND LOOP COMING INTO THE SITE AT THE MAIN ENTRANCE ON NG HWY q, FIRE ALARM ANNUNCIATORS, WHERE REQUIRED, WILL BE LOCATED AT THE FRONT
FLEX RETAIL 2 (LOT 12) 40000 GENERAL RETAIL 4 00 2 6."1 - 4000 FLEX RETAIL 2 LOT 12) 40000 GENERAL RETAIL 120 - 4 II 0 3.3 .0 54, ENTRY DOORS OF ALL BUILDINGS,
'FLEX RETAIL 3 (LOT 12) 20000 GENERAL RETAIL 2400 2 3.3 - 4000 FLEX RETAIL 3 (LOT 12) 20000 GENERAL RETAIL I D - ~ 2 2 400 3,3 5,5 FLEX RETAIL 4 LOT 12 20000 GENERAL RETAIL 2400 2 3.3 - 4000 'FLEX RETAIL 4 LOT 12 20000 GENERAL RETAIL I20 - 2400 3.3 5.5
'AFL X T I 20000 S GL SERY G T URANT I600D 2 22.2 - ~ 5. LOCATION 0 000 F X TAI T 12 20000 51NGLE RVIGE RES AU T - 20 1000 .3 b.l LOCATION OF WATER AND SANITARY SEWER LATERALS FOR OUT PARCELS (LOTS 10. FIRE HYDRANTS MUST BE FUNCTIONAL PRIOR TO COMBUSTIBLE MATERIALS BEING
I~HA9E 2 TOTAL '1'S q7 OO 13,2 2 TD I0) ANl 36 p+~AS~ 2 TOTAL ~5 120' app 4'1 222.Q 2 TO IO) AND THE FLEX SPACE RETAIL (LOT 12) ARE APPROXIMATE. ADJUSTMENT PERMITTED ON THE 51TE.
2 2 O T 2 MAY BE REG ~ ~ MAY BE REQUIRED Al THE TIME OF INDIVIDUAL SITE PLAN APPROVAL.
FUTURE D N NOTE: WATER FLOWS BASED ON THE TDTAL SEWER FLOW ~ NOTE: SEWER FLOWS BASED ON TI5A:02T RULES WITH EVELOPME T (PHASE 3) FUTURE DEVELOPMENT (PHASE 3) 6. PRIOR TO TF il. FIRE ACCESS ROADS AND TEMPORARY ROADS SHALL BE MAINTAINED
CRITERIA 5ET FORTH IN TI5A:02T RULES I SEAT PER 25 SQUARE FEET OF RESTAURANT SPADE VIDEO INSPE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE DEVELOPER WILL SUBMIT A THROUGHOUT CONSrFZUGTION, VIDEO INSPECTION OF THE SANITARY AND STORM SEWER SYSTEMS (BOTH PUBLIC
AND PRIYAT AND PRIVATE) AND THE DEVELOPER WILL PROVIDE THE SEWER AND WATER 12. FOR UTILITY GR0551NG CONFLICTS, 51rE PROFILE SHEETa (SHEETS 34-3q).
i~ ~ it PHASE 2 SANITARY SEWER CONNECTION TO PHASE i MAINTENAN ~ MAINTENANCE AGREEMENT. ALL THESE SUBMITTALS WILL NEED TO BE REVIEWED
~ i , - ~ ~ WER MAIN NOT ALLOWED UNTIL THE TOWN OF ~ ` 1 GARY ACCEPTS THE ADJACENT CONCOURSE AND AGGEP" AND ACCEPTED BY THE TOWN PRIOR TO THE 155UANGE OF A BUILDING PERMIT. 13. BASED ON TOWN OF GARY STANDARDS, EACH 8" STUB WILL BE REQUIRED TO
I , ,tea INTERCEPTOR EXTENSION (PREVIOUSLY APPROVED HAVE AN 8" GATE VALVE ENCASED IN CONCRETE LOCATED ON EACH LOT. THE
TOWN OF MORRISVILLE 04g000O005 AND _ CONCRETE ENCASEMENTS ON THE 8" GATE VALVES ON EACH LOT WILL BE
- .mss. y ~ ~ c ~ - • _ ~ ~ ~ ~ y ~ ; . y ! r ~ ~ _ - -~r~"`,, I t, ~ NGDENR PERMIT #WQ-024643 ~ ~ - PAINTED BRIGHT ORANGE AND ALL WATER 5TU85 WILL BE CLEARLY MARKED
I ~ ~ ~ ~ ~ ~ Apr -~i'., _ ~~~,rrF ~ l ' I ~f DURING PHASE 2 CONSTRUCTION WITH A 2" X WOODEN POST 4' HIGH BURIED 4'
I ~P ~ - _ ¢ - _ - r. ~ r . r _ n~ .w,^,^" t I 5 'HON OIS P01%~LY 1 1 ~ ~ IN THE GROUND AND PAINTED BRIGHT ORANGE TO MATCH THE CONCRETE
~ - , ENCASEMENT AROUND THE 8" GATE VALVE BOX.
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e ~ , ~ . ~ I UTILITY d PIPELINE ~ I V ~ r ,o~;'. ` , . ~,,:A~~ ; - - ,
- EASEMENT (PHASE U ~ ,a° t ~ A ~ . ~ ~ - i.r i ~ _ ~ ~ / I Irk/ j~,r/~l~~i~
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;y - i ~ , ~ a e ,r-~ ---STUB FROM PyASE I , -w~ _4 _ 'I . / - - -=~....~s.r~ ~ . ~q t ~ ~ ~ a a . ` ~.a,..~.^,, a ;r- ~ "r;'".. ~ / ~r i s a~ ~~dr CONNECT TO EXST. M.H, i ~fi ~ ~ ~ ~l ~ ~ ' ti 7`~ ~ 8" SANITARY SEWER ~ ' / ' ,
y_ _ ~ ~ MAIN FROM PHASE I / ~ ' ~ #
w ` - _ ~ t CONNECT TO 9"
- ~ h ~ " 1 _ ~ ~ it R~...,_. . ~ f o i GG 5>? 2 ~ s 30 TOWN OF G~ ~
:.l ~ e o e t 12" TOWN O~~A`F~~ ~ y - w ee e a ~ ~ NEU3E RIVER LOT I ~ ~ I ~ / UTILITY R PIPELI 10' TpWN pF GARY ~ P A5E I r ~ ~ , , i~ a TILITY R PIPELINE r ~ ~ % / ~
UTILITY Cs~"UANT I T I ~5 ~ LOT 3 WATER MAIN "`ItiANfa', ~ ~ • ~ , ~ r' EASEMENT (PHA° 1~ RASE 2 t~111~R 1/ / iASEMENT (PHASE 2} ~ r ~ ~ r, ,
_ PIPE WA71=R PIPE SEWER PIPE e ~ , . r / I r~ i 1
' .z, ~ LOT i I ~ u ; ~ ~~~.T - ~ - - M DIA, e e ~ U , ~ - a ~ ~ ~ LOT 12 o ~ L~a~' ~ 2 ~ ~ ,l ~ ,
GARY DURHAM GARY DURHAM e , ~ ~ ~ ° _ r ~ r ~ (PHASE
6 0 D 0' 0' e 'L T 4 ~ ~ ~ ~ - ~ _ n i i i r ~ e ~ 1 i ~,x .J ~ z ' C~.~~~ Irk ~ 'UI n ~ 8 -f 4D 0 2358 0 ~ ~ / - ~ o~ , I ~ e TowN a>= GARY )F GARY
10 0 0 0 0 ~ ~ ~ SANITARY SEWER ~ ' SEWER e fr LOWER SHIL4FI WAY ~ ~ f' ~r ~ I MBOL ~~tJ1..N~
e LOT ~ _ zo ~ - - - i 2 ° 2323' D' ~ e ~ CONNECT TO 8" .~j` ` ~ I ~ MAIN (PHASE 2) , ~ D D rY ~ . r ~ .i ~ .r ~ ~ ~ ~ w3E 27 ~ 5MC)ULl~R ~GTION ~ i ~ ~ ~
, ;,.~t WATER STUB ~ ~ ~ ~ e i i . / r ~ e 4 FROM PHASE I . / + ~ (PHASE 2? / ~ ~i~1~~~ ~ i
e ~ ~ ~o LC~T I C> ~ ~ , . / ~ ` f~ / WATER a SEVER ' ~ / ~ r EIRE NYCJRAHT
x ~ e 'r / t 12 TOWN OF GARY i T { , w`, ~ j~ ~ ~1 i r 12° TOWN ©F GARY ~ ~ /,i~ ' ~ G rt: vaw~
~ V ~ . ! , . ~i (f RO~ID~D BY OTHERS , ~ w ~ r~' WATER MAIN r i~.,.':~. r ~ ~ ~ ~ ~ ~ ~~9 ~ WATER MAIN / , ~ / N (PHASE 2) ~ ~ ' ' ~ ~ . ~ 0 6LOW OFD A1~7 G.v.
(P ,2) _ i 8 TOWN OF GARY r" r PHASE 2 (SHILOH MORRI5VIL E. G ' ~ WA MAI ~ ~ - - ~ ~ ~ ~ L LL) ~ L TAR N ~ . , ~ ~ ON- AIR RELEASE W/MANHOLE
(PHASE - - = r ! ` , _ . i, FUTURE !2" T4V~l f ~ / ~ , / / ~ PIRE DC'PT. CONNECTION (EDG) r ~ OF GARY WATER (n~/ ~/~~~e r~, ~ ~ l a WATER METER f~VM)
e h ~ ~ ~ ~ r ! ~ ~ .a, , o r i. GDN57RUGTION OF THE PRIVATE SHARED AGGE55 (LOWER e t ' ~ 20 TOWN OF GARY ~ r r ~ MAIN (IF REQUIRED ? / j
r'>t; UTILITY d PIPELINE ~ 1 r SHILOH WAY) FROM DRIVEWAY 2 TO LIMITS F L T g A A . C x , D 0 S ; EASEMENT (PHA~~Y''. _ f ~ FOR PHA5E 3~ , ~ j;~ ~ RR a / ~ / ; ~j/ f 0 5EV#ER MANNOLI:
3-LANE CURB ~ GUTTER SECTION IN I P ~ ~ + «rw~'m~~ f r , ~ GLUD NG AVEMENT ~ , o.. , ; LOT 5 ~r ~ ~ / ~ ~ / ~ i F / '
DRAINAGE, STREET LIGHTING (COORDINATION WITH DUKE , ~ e ~ ~ ~ f-~ --ri;r-TM vARIA~LE wIDrH ~ , , _ ~ TOWN OF GARY 20 TOWN OF / SANITARY SEWER Y~"~~ / , ~ G.O. • GLEAfy4UT mm 20 TOWN OF GARY ~ ~ ~ / ~ ~ ~ D.I. DUCTAL IRON 4~
El`IERGY), 51DEWALKS, AND LANDSCAPING. ~ / r 8 OWN OF GARY _ _ ~ f ~ UTILITY d Pif ~ ~ \ + VARIABLE WIDTH SA ITARY SEWER r UTILITY PIPELINE r ~ UTILITY d PIPELINE ~ ~ ~ ~ ' ' 1 ~ / ~ PDE PRIVATE DRAINAGE ESMT.
~ / ~ ! TOWN OF GARY EASEMENT (PHASE 2)~ EASEMENT (F EASEMENT (PHASE 7J / / ~ / ; 7.0~. UTILITY E PIPELINE ESMT.
2. GONSTRUGTION OF THE PRIVATE SHARED AGGE55 (LOWER °e ; , ` ~o'' ' UTILITY ~ PIPELINE MIN (PHASE 2) ~ SHILOH WAY) FROM LIMIT5 OF LDT q AS A 2-LANE SHOULDER A. , o° EASEMENr ~F'HASE ~
LOT ~ , SECTION TO DRI ° " o _ LOT ~ ~ r VEWAY 5 (2ND ROUND ABOUT) INCLUDING , ~ ~ L(~'r LOT 7 ~ ;;~y ;
r ~ ~ PAVEMENT AND ` e e ~ r _ ..-x---.. r r DRAINAGE ONLY. , e , , \ , i M ~ r / /Y;'` r
~ , ~ ~ LOT 8 r - - ~ . ~ ~
"3. EXTENSION of AN ~ ~ ~ ° E: ~ ~ a ~ , 8 WATER MAIN (TOWN OF GARY) FROM , ~ 1;,~ , ~ti s - _ _ ~l ~lllliltlllllll~~
EXISTING ROW r , ~ ~ ,S( _ GONNEGTION TO THE PHASE I WATER LINE A7 PRIVATE AGGE55 r. , . , . <S ~ , ~ e ~ ' ~ ~ 'r~~ S
ROAD 8 AND 12 WATER MAIN (TOWN OF GARY) ALONG LOWER ~ • ~ , , SH I LOH WAY. ` '~~V ~ r , r ~ , . s ~ , ~ I'1~ RTY RAN ' E lp m
a ~ P . ~,,,r~` APRLIGANT, ~ Q SEAT ~
r, _ _ EXTENSION OF AN 8 SANITARY SEWER MAIN (TOWN OF GARY) ~ r,% ~ ~ SHILOH MORRI~aVILLE, LLG - 26 ~ _ G
ALONG LOWER SHILQW WAY \ ' UP TO THE CONNECTION WITH THE e ~ _ . ,_M>~_ ~ ~ ~ 4 , ~r,~ e g830 COLONNADE BLVD„ SUITE 600 ; ~p~ ~ ~ a°`l 5AN ANTONIO TX `I~i230-220q ti`t`'
PHASE (SEWER MAIN AT DRIVEWAY 5 C2ND ROUND-ABOUT). ` e ~ e"~ ~ ~ ~ _ , _ - = , ~ ~ PH. 210.b~}1,8~8~ FAx. 210.641.a463 ,,~~9~ ~i
e w ~ ~ - . - - „ ~ ~ a
PHASE HI 1 h - \ r ~ _ ~ ~ 3 (S LOH MDRRISVILLE. LLD) ~ A _ - ,f : ` , -~,~';r rnrl~mu~~
V ~ 9 , , , . y mss, ~ ~ _ ~ ~ 1 A `e. ~ , ~ .w,, r r ,i per' A,,~;/~~~^~/ ,r~ y ~r%!~ Town of Morrlsvilie r,
I. CONSTRUGTIDN OF 7H e e ~ ~ ° ~ ~ ~ ~ ~ ` E ULTIMATE SECTION FOR THE PRIVATE ~ , ~ a> n,_-~.,,:~-~'~,-~_~ i ~ SNARED ACCESS (LOWER SHILO.H WAY) AGR055 LOTS II AND 12 ~ a~\ e ~ -~,/f ' ' APPRQVED FOR Ct?NSTRUCTION U f r ~ f
FROM LIMIT5 OF LOT ~ TO DRIVEWAY 5 (2ND ROUNDA6DUT) e , a~Ct, 1 A e '
INCLUDING STREET LIGHTING (GOORDINAION WITH DUKE e ~ e"~~~ V ~ ~ / r l'~ % r Al f W ~ r~,r / Signature; Date; 1 I ~ ~,cgl6
ENERGY), SIDEWALKS, ANQ LANDSCAPING. ~ ~ ~ ~ ~ ~ ` ~ / N©TE: Town of Morrisville, T n Er~ineer Date/Initials
~ ALL TOWN OF GARY UTILITY CONSTRUCTION O J'~,~ , Engineering: yyq„
u 1 1 ~ IV 'i is i ~ 2. FUTURE EXTENSION OF A 12 WATER MAIN CIF NEGE55ARY) ~ a ~t k ~A e, ~ . o" , , SHALL BE PERFORMED IN ACCORDANCE WITH
a ~ ~ ~ FROM THE EXISTING 12 WATER MAIN (TOWN OF GARY) ON THE e a~~, : O~ ~ ~ ; r ~c 4 'fit ~ / d ~'d ~ ~ ,'r~'~ TOWN OF GARY STANDARD SPEGIFIGATIONS Planning: ~ AND DETAILS IN EFFECT AT THE TIME OF Other (specify):
SOUTH 510E DF NG-540 VIA AN EXISTING PIPE SLEEVE P T ~ U D e e CONSTRUCTION
THE PHASE I WATER MAIN AT DRIVEWAY 5 (2ND NOTE: NOTE:.
ROUND-ABOUT). ALL GONSTRUGTION AND M, :TION AND MATERIALS TO BE IN ~ Signature: ~ _ Dace: ~ !1 1a' Z
~ ~O I5o 75 150 57RIGT ACCORDANCE WITH THI BASED ON FIRE FLOW GALGULATIONS BY THIS OFFICE, THE 8 PROPOSED ~NGE WITH THE ACCEPTED POLICIES CONTRACTOR 51-IALL BE RE5PON51BLE FOR T n of Cary Utilities, Water and Sewer
OF THE TOWN OF MORRISti WATER MAIN ALONG LOWER SHILOH WAY HAS BEEN INCREASED TD A 12° IFIFCI. DFI~IrRS ro TrIF Nr. OF MORRISVILLE, AND UNLE55 THE LOCATION OF ALL EXISTING UTILITIES
'~5 TD THE 1J(1Iw?T~1 ~ Al~nl INA T?FPT PRIOR 74 BEGINNING OF ANY EXCAVATION. .r, _ ~
GRAPHIG 5GALE OF TRAN5PORTATION (NGC EXI5TIN6 UTILITIE5 5HOWN HEREON ARE olru1=1111r, II1:1JimwV1Izor$VICC~ muse uC WIlLdaeu +yl7j 405O7V/ aCd minimum [4 nOUr5 prIQr LO ?TATION (NGDOT) 5TANDAR05, APPROXIMATE AND ALL ARE NOT SHOWN, the commencement of any construction activities. 1-12. p' o L
ROM? "B" REMAIN5 AN 8" WATER MAIN, 1" = 150' 5PE6IFIGATION5, I FIGATION5, & DETAIL5.
I I II III¦I I / ~~e -~sllll ll 1111 l~~~
G N 5 T R U G T 1 0 N P AN O L SUBMITTAL REV I S I ONS:
SCALE.- I =150 REVIEW COMMENTS 10 PRIEST CRAVEN AS CJ SCIATES
DATE: MAY 4 2010 1 15 - - 1-I 0 REVIEW COMMENTS I
SH I LOH CROSSI NG f2HASE o2 OVERALL UTILITY PLAN 1,NC . REV I EW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
SPONSORED BY, SHI LOH MORRI SVI LLE, LL(, PROJECT LOCATION. MORRI SVI LLE, N, C, PROJECT 2009-009.001 3803 - B Computer Drive, Suite 104 Raleigh, N,C. 27609. Phone [phone] . Fax 919 / 782-1288, Email PCA@PriestCraven,com l Firm C-0488
7\LANDPP0JEGT57(?THER5\2069-009.001 5111MA CROSSING- MORP,15VILLEN0k6\C0NSTRUCTIGN\4TH 5UBI9ITTAL\ I0-OVERALL-UTILITY-150.DW6, Jai 061 2011 - 2:45?M, GREG RELEASED FOR CONSTRUCTION

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r' l: t ~ k - - ~ ~ r - - . 4 - ~ r ~ SAN ANTONIO, TX 8230 220q ~ ~i,~ r. / ~ ,f~,/ ~f~ I'H.210.b41,848'i FAX. [phone] '''~,~FyDp, Z
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~r ~ ~ , _ , ~rf fir' ~ ,r°~ Town of Morrisville
. , ''tt i ` r i' I l + r I r v , ' - r, ? ' ~ %'r,r f APPROVED FOR CONSTRUCTION
, r i I , ~ : I ~ / 9 - - ~ r _
, V S : ~ ~ • Signature: Date: t 03 ~ I1
S A ~ Jr r ~ + ~ ! J~ . , , ( i 7 f ~ ~ , r ,i~
' , \ r 1 ~ a^' ~ ~ e f Town of Morrisville, n Engineer Date/Initials ' ALL TOY~i OF GARY UTILITY GONSTRUGTIDN
! V,, ~ S ~ ~ w v~ ~ z t r ~ ~ , ~ r SHALL 13E i~RFORMED IN AGG4RDANGE WITH Engineering:
rA,', ' w~r~~ r'` ~ ~ ~ ' ! + ~ ~ar+~`~ k ~ r I .m i 1 / I I ~ ~m~ov i / ' TOWN OF GARY STANDARD SPEGIFIGATI4N5 Planning: ~ q ~
~ , ~ ' „ "S ~ ~ ~ ' ~ i ' V A. ~ , tt ' . ~ ~ ti ` , r,' ~ ~ I s'` /r ~ !r it i z , ~ , kt: r ~ ' AND DETAILS IN EFFECT AT THE TIME OF Other Ispecifyy: GONSTRUGTION
~ ~ , ~ • i ? j o : 1 i i . r / ~ 1 ~ t ~~7 ,'d J , r ~ NOTE NOTE:
\ t , ~ ~ } I' ( r ALL GONSTRUGTION AND , :UGTION AND MATERIALS TD BE IN Signature: N~ Date:
~ ~ ~ I aTRIGT AGGORDANGE WITH ' 1 , ~ vt v b„~; W , ~ ~ , ! ~ 20o Oo so i0o ~0O ~ TH T WN ~ M RI MANGE WITH THE ACCEPTED POLICIES CONTRACTOR SHALL BE RESPON518LE FOR Town of Cary Utilities, Water and Sewer
' , ~~xow~~a~rr~.r, v t ~ ~ t ® ~,;t'?i., I 0 ~ O 0 OR - ~ , rr ~ I SP~GI~IED DE~~RS TO THE ~iN OF MORRI5VILLE, AND UNLESS THE LOCATION OF ALL EXISTING UTILITIE5 7
-,x~ Irma mekc'ael~,' ~ \ ~ `ER5 TO THE NORTH CAROLINA DEPT', PIZIC~R Tn ?31^r~INNINr~ nF ANY FX~ AVATInN -
PONO7~a~~~ ~ e t OF TRANSPORTATION (N 'ORTATION (NCDOT) STANDARD5, EXI5TINO L)TILITIE5 5HONN HEREON ARE Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to
zorair: eu 1 ` ( GRAPHIC 5GALE SPECIFICATIONS r i = 100 :GIPIGATIONS, 4 DETAIL5. APPROXIMATE AND ALL ARE NOT 5HONN. the commencement of any construction activities. 9 J
REV I S I ONS,
G 0 N 5 T R U 0 T 1 0 N PLAN SUBMITTAL SCALE. I =100 it P,E I W COMMENTS 7-CO1)54 ]101 PRIE
OVERALL 5 1 TE REV I EW COMIfNT5 I S T, RAVEN S S O C IAT E S, NC .
SH I LOH CK*o%0,SS I NG PHASE 2 DATE., MAY 4, 2010 Oft %EV E L Oo " OT-MENT PLAN REVIEW COMMENTS 0LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT 2009-009,001 SPONSORED BY: SHILOH MORRISVILLE, LLG PROJECT LOCATION MORRISVILLE, N, G, E 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 276109. Phone [phone]. Fax 919 / 782-1288, Email PCA@PriestCraven,com 1 Firm t#; C-0488
F:ALMD PROJECT5\XOTHER5\2009-009.001 5HILOH CRO551N5 - h1)RR15VILLE\1)WG\(0N5TRUCTIW4TH SU13MITTAL\ I I-OVERALL-SITE-CEV-100.0146 , Jon 96, 2011 - 2:45 PM 6RE6 RELEASED FOR CONSTRUCTION
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ALL TOWN OE GARY UTILITY CONSTRUCTION , , ~dJ ~ t SWALL BE PERFORMED IN ACCORDANCE WITH ~ ~ ` ' a~~ r , / _ ~e x _ _ _ .
, ~ A ~ ti x- ~ " r ~ TOWN OE GARY STANDARD SPEGIEIGATIONS ~ ; , , ~ ~ " e" . _ _
AND DETAILS IN EFFECT AT THE TIME 0 t \ . \ ,_.a ~ < .-=r;~.- _ _
CONSTRUCTION \ ; ~ ~ ~ . - Town of Morrisville U
_ - , ~ : ti ~ ~ . r,~, - ~ , ~ ~ ` r APPROVED FOR COPISTRUCTION .°s S0 25 O 5O 15U
~ ~ v ~ r - ~ ~
CONTRACTOR SHALL BE RESPONSIBLE FOR _ - - - ~ ~ ~ . , ~ ~ I r' a ~ ~ ~ ~ f , TWE LOCATION OE ALL EXISTING UTILITIES Signature: Date: d~ ~tl I _
T INNING OF ANY EXCAVATION. \ ` ~ ~ ~ ~ !-1 ~ ~ PRIOi2 O BEG 1 ,@ GRAPHIC SGAL~ Town of Marrisville, n Engineer Date/Initials ,a--'/', _ _ ~ I~~ . ` ~,~~urr~r,u~~ ~ Engineering: ~ _
, EXISTING UTILITIES SHOWN HEREON ARE ~ :,rv ~ ~ ~ ~ ~ y~ ~ x CA
T OWN. ~ ~ ~ A ~ ~ " ~ ~ ~ ~ APPROXIMATE AND ALL ARE ND SH ~ ` ~ 0 ~ ~ , . ~ po~a~~~,,i Planning: f - e' ~ SS Other (specify}: W
r,~~ ~ 6 ,,,r-~ . ~ x , r _
_ , : ~ ~ ~ ~ - . ~ . , , ~ ~ , ~ , NOTE ~ PROPERTY O'WNER ,AND , - _ - ~ APF~LIGA~HT: ~ a SEAL o W
~ T GTION AND MATERIAL5 TO BE IN ` ~ - ~ ~ . ALL GON5 RU ~ ~ ~ , ~ ~
S ~ ~ ~ I TRIGT ACCORDANCE WITH THE ACCEPTED POLICIES ' y - SHIL.OH MOf~R15VI~LE, LLG ~ 1 ~ Signature: ~ Date: l ~ ' 8830 COLONNADE BLVD., SUITir b00 ~ ~~f ~ee Town of Cary Utilities, Waterand Sewer
~ _ OE THE TOWN OF MORRISVILLE AND UNLE~a 1 ~ ~ + ~ \ ~ ` ~ ~ , ' - = SAN ANTONIO, TX ~b230-220q '.9~
IPI FERS TO TWE NDRTH CAROLINA DEPT. \ r SPEC ED, DE 4 1 ~ v ~ ~ ' f`" PH. 2i0.64L&481 FAX. 210.641.$463 ~~~y~~'Y~°°°°°° ,,~-.-'~~,,r-~'f ~ ~~~i~ir„ d„t<<,~~`` Engineering Inspection Services must be cnntaGked (919} 463.6907 at a minimum 24 hours prior to
nP TF2AN5P(yK2TATInN (AiGt~DT? ~TANDARi~. ~ ~ ~ ~ ~ ` 1 ~ A,' ~ ~ - w-.~"`" •
5PFGIFIGATION5, $ I~ItTAIL5. s 1 the commencement of an construction activities. L
CONSTRUCTION FLAK SUBMITTAL SCALE: =50' 51 TE VELOPMENT PLAN REV 151 OBIS;
REVIEW O MMENT 10-15-1 PRIEST,CRAVEN AsSOCIATES,INC
F2EVIEW COMMENTS 01-04-II
SH I LOH VK0*40551 ING F PHASE 2 PATE. MAY 4, 2010 LOTS 2ow 10 LOWER SH I LOH WAY)
PROJECT: 2009-009.001 WAY) LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax 919 / 782-1.288. Email [e-mail] / Firm C-0488
ISPON50RF-D BY: SHI LON MORRI SVI LLB, LLG PROJECT LOCATION: MORR15V1 LLE, N, C, RELEASED FOR CONSTRUCTION
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/ r r ~ ~ ~ ~ ~ „ ~ _ , s ~ r~',~~ 1' , ' ! v ~ / ~ r' ; P , ' ; ~ ~ / r ~ ~ r ~ SHALL BE PERFORMED IN AGGORDANGE WITH ~ ~ ; I ~ ~ TOWN OF GARY STANDARD SPEGIFIGATIONS
~ ~ PRIVATE ~ ~ ~ , ' ~ - - ~ too ; ~ „ ~ ~ d. ~ , ~ ~ ' ~ I I AND DETAILS IN EPFEGT AT THE TIME OF Town of Morrisville p~ ~
' ~ / ~ i i ~ bRAINAGE ,r - . . l ~ , t ~ ~ r EASEMENT / 1 , ~ ~ ~ v. r/ . ' / i _ - r ~ ~ ' ~ GONSTRUGTION APPROV~Lf FOR CONSTRUCTION U
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< , "^..^'^*^.L;~ ` r = fir' a~ r i ~ - ,.9 ~ ~ ' ~ ` GONTRAGTOR SHALL BE RESPONSIBLE FOR Signature: Date: q 3 s ! a ~ ' THE LOCATION OF ALL EXISTING UTILITIES Town of Morrisville, To ngineer Date/Initials
. _ , ,r ; z ~ , ' , ~ PRIOR TO BEGINNING OF ANY EXCAVATION. Engineering:
~ ~ r I ~ , 1 ,r EXISTING UTILITIES SHOWN HERI~DN ARE Planning: I ~ 1(( T
, ...,,,.V,,,,,, _ X ~ ` ' ~ ~ , APPROXIMATE AND ALL ARl_ NOT SHOWN. Other {specrfy~: a
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, "`...,,,,~x -P _ -....,w.. ~ a , _ _ ~
_ _ r , , k ~ rR,. ! r - . _ k _ , _ _ , . " ~ ALL G0N5TRUGTION AND MATERIALS TO BE IN Signature: ~ Date: Z
_ _ V...,~ -w-,. , _ _ _ ~
_ _ , ~ - z:_ ji 100 50 25 0 50 . _ ~ r - _ _ _ - ~ M.:.,.::: . _ - _ _ 150 STRICT ACCORDANCE WITH THE ACCEPTED POLIGlES Town of Cary Utilities, Water and Sewer OF THE TDWN DF MORRISVILLE, AND UNLE55
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GRAPHIG SGALE M . OE TRANSPORTATION (NGDOT} STANDARDS the commencement of any construction activities. , LL 5PE0IEIGATION5! d DETAILS. r
1 - 50
I REV 151 ONS
GONSTRU6T10N PLAN 5U5MITTAL SCALE. I°=50 I REV IEW G MMENTS 07- -1
51 TE DEVELOPMENT PLAN REV 1 EW GOMNIENT 0 AsSOCIATES,INC.C l~ V E N
PHASE 2 LOT45 DATE: MAY 4, 2010 SH I LOH VK`055 I NG I REVIEW WMMENTS 01-04-1 1 LAND USE P RIEST~ CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
r 12 LOWER SH I LOH WAY) A:Y]) I 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782.1288. Email [e-mail] 1 Firm C-0488
F 1 NPROJECT 2009-009, 001 ISPONSORED BY. SHILOH MORRISVILLE, LLG PROJECT LOGATI(~!- M4RR15VI!wLE,
P.ALNO PROJEGTS\Xp7HER5\2009-009. 901 SHILOH (,R0551NC, - T'4RR15VILLEIPl-6ISONSTRUC.TI0N\4TH SUBMIITAL\ 13-51TE-DEVELDPNENT-9-12-50,Mr, , Jdn 06, 2011 - 2 44 PM GREG RELEASED FOR GON5TRUGTION
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8 ' ~ ~ , ~ ~ .r , ~ . 0 36.0 \ BOTTOM I 'U
~ ~ ~ , ~ r , F'~/1'fG ~ s ' 6 { l1 r~ ~J ~ ~ '.^.I~%~ ~y~ ~ ~ / " I^V,NWi/I D ~1 ~ 3~ ~1~ ~ r i'~?RTIC?I~,C7~ .LOT I~. ~
\ ~ ~ ~-n. ~ X67
~ ~ , ~ , A 368.13 I ~ ; 36;1..2 ' ~ . Y 1 ~ G ( i t 'r ~ f ~iw ~ ~ ~ ~ ~ ie ' ~ ~ / ~ rr ire •~,1` ~ _ : _ DURHAM GbUN~Y " ' 4. +~r' f A ~ ,~w rr ~ rr ~w ~ ~ fr` rr ~ r® ®r~i r~ ~o ~:~a ~ r~i ~ ~~ir ~ ~Y ~ v ~pr~ ae eE"yam
I ~ ~ ~ ~ ~„ZO- ' NO SGALE 3 311, ~ ~ ~ ~ ,
1 2 ~ ~ I ~ ~ ' ~ VARIES ' A ~ , . . o 0.6 MIN, DEPTH r ; ~a~ ~ r, _
1 ~ ~ ( ~ v~ ~ ~ ; +PVMT. 36.8 ~ - 10'-12' ~ ~ ~ ! 36,34 'fir, PvMr. ~ 2~ MIN. LON611UDINAL )NC~I~'UDINAL ~LO~E ~
~ ~ ~ - 367.23 366x6 366,53 ~ ~ P
3 r. ; , i X1.4 ~ 3125, 3 i ' Q ~ 36211 'T.Dq f~~~~,, ~
' "*a- ~ nw~~' ~ i .~j~i,~~u% ! \ F_ _ r t~ / is
~ -ro.o3 ~ Y ,"fvv~,~~~'i~ v, ~,v`~~ 3:1 MAX ~ i"
; ~ WALL (B ~ v,, , ~ ~ r / T/G - OTHERS) ~ ; SIDE SLOPES X C a f 'LOPES ~ ! ~ ' ~ ~
6 7 r ~ ~ 70.45; / . . > ~~v / ~A~~. d ~ ~ _ - - , INO ~ Rte" - i~ / d / ~
~ ~ 1 ~ ~ ~ 12 MIN. i ~rv,.~ , , . 1 p ' 5T0 7 p r -i
' i' ~ ~ ~ ~l' ~ i ~ . - ~ WIDE i ~ o . v~ " ~ ~ t ~ / ; I / ~ _ ~
BoTTOM w..__ F/ ~ d i ~ . ,
A ~ ~ ~ , ~ ~ ~ is ~ ~ ,r,, a _ .~1 ' ~ ~
~ ~ ~ ~ Y
PRIVATE AGGE55 ROAD B ~ LOWER SHILOH WAY PRIVATE AGGE55 ROAD A ~ LOWER SHILOH WAY NO SGALE
SGALE: I =30 SGALE: I -30
1. s~, r _ _ M° , r f
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. - ~ I _ _ , _ , ~ ~ ~ ~ r,.~ ~ : ~ ~ ~ , ~ ~ r~,~'- ~ PRI ATE yy ~ 7 l ~ ~ I i ~ ~ , ~ h~GGES~ I" IC A t Jy`~~ Aft 5' ! ~ I ~ I ,~al ~ y l ~ , . f ~ iii ~ Jf ' { i/y/ i ",+s//y//'? / ~.1 ~ i
~ 1, , ~ . ~ , ~ ~ - AGGES~ EA' NT ~ ~ ~ ~ I ~ ~ ~ ~ i~ ! , ~ ?
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- , . ~ , ~ - GUL !!1 t 4 ; ~ - , y ~ L - . . , . _ ~ ~ 1,,, _ , ~ ~ % ~ f ~ / i ~ ~ ~ '
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xt,~ , ~ - , , ~ Tr NST ~ I N SM ; , ~ \ v - ~ ? r'` is , ~ r ` ~ 1 , h - q , _ y' ~NST ~ I N ply P~IA~ 2~'. ~NG~ ~ ' i ~
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fir, ~ 1,, ~ , , ; y ~ _ . _ / - :a ~ ~ 7h+E 4 Y~CI ~ , i 1 ' r - - , ~ ~ WCLL F~E,GON~(/f~I~TEP ~ ~`0 , ~ ~ ' ~ f f ~ ~ ~ r ' ~ ~ ~ / ~ r ~ ' ~ ~l~Y ~WETt I'4NC~. ,~Mt' W~k , ` ~ _ ~ ~~f ~ t M
~1 ~ ~ ~ ' - / , e , _ _ ~ ~ ~ _ t , D ~ ~ r' /J ~ IN A" `1'Ef~OR~tRY, Ppl~ ~ ~ ~ , ~ ~
,f s 1 , . ,1 / i~~ / t i ~ raL .I~~~E ~ ~Or~~~r~u TI a ~ i, - J, N
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. _ - r~ 1 1 r~, _ ~ ,
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` ~ ~ ` . _ _ , ~ _ ~ , _ , ~'~D~i~TY ~OWN~R AND ~ SEAL
>r , . - - , , f. i l t ~ ~ ~ ~ ~ ~ ~ 8 26 7 "'".y . .n / r ~ ~ ~ ~A~~.icANr: 7° , y
~ _ ~ _ _ JJ11 ~ ~7 , SHILOH MORRISVILLE, LLG
\ ~ . k 'N' , a ~ ~ : ti gy~pp''`.,,..."' :e^"" - ~~v' ~ ~ v . ' _ ~ - r - ' r'~t, r < gS30 GDLONNADE BLVD., SUITE 600 ''.9~ I E ~ ~ r
I X` rV } _ ~ ~ ~ , TX X8230-220 ~~rio no r' , SAN ANTONIO ~~'y ~ i''~'~ ' _ ~ ~ PH. 210.641.848 EAX. 210f~41.8A~b3
_ ~ , ~ y.(~ ~ 4' ~ ~ r / \ ~ ~ ~j~ - _ ~~armn~ti r -;r ~ . r,
. ; 1 ~ - - . ' ~ ~ ° ~ 1 " . ~ ' - Town of Morrisville r~
~ s t ~ ~ A ~ _ ~ i ~ _ ~ _ ~ a r: ~ ~ r _ ~ ~ ' 1, - ~ i ~v. , ~ y;'r' `'r ,r~~ _ _ APPROVED FOR CONSTRUCTION U
_ ~ _.m + ~ ' ~ _ _ ~ ~ ~ ~ v j /
~ ~ i 1 rA" - y;_y I \ k ~ ~ p ' - , ~ Signature: ~ Date: t t3 ~ a g t
1 F ,~-i ~ ~c ~ ~ ' ~ ~ ~ _ \ r-' , ~ ' r' - GONTRAGTOR SHALL BE RESPONSIBLE I.OR
_ r , r ~ ~ ~ a ~ i ~ tea' r /~f ~ THE LOCATION Ol~ ALL EXISTING UTILITIES Town of Morrisville, n Engineer Date/Initials ' f~ ~ PRIOR TO E3EGINNING O>" ANY EXCAVATION. Engineering: N
\ , _ z ~ ~ . ~ ~ 1" , ! ~ ~ ~ ~ EXISTING UTILITIES SHOWN HEREON ARE Planning:
~ ~ ~ ~ ~ 1'' - _ / , 1 ,l~J i r APPROXIMATE AND ALL ARE NDT SHOWN, n ~ ~ ~ ~ Other (specify): LI.
r 1 mMr , ~~-1 ~ ,i
~ \ i f _ ~ I ~ .~~NN y~~ I ~ ~ ,,9~,,; f/
ate', ~ ~ ~ t I i 1 ! ~ t . . ~ tcn " ~ ' ~ ALL CONSTRUCTION AND MATERIALS TO BE IN Signature: ~ i~ Date:
\ ~ w+^• ~,`i ~ 1.Ai SI A ~i ~ 1 ~ ~ ,l` 20~ ~OQ ~lJ 0 x ' ~ V i ~ Ipo STRICT ACCORDANCE WITH THE ACCEPTED POLICIES Town of Cary Utilities, Water and Sewer
~ v C'", OF THE TOWN OF MORRISVILLE, AND UNLE55 Y s'
~fJKr' IFi~i'y 1"')KKKC2~ Tn TI.1~ AInC?T4-~ ~'.AI?/71 If~IA T~~I~T r__:_.._.:_.. i_.._..a:.._ r.._.:_,.. ~.....,.«,..a..J ifl1A1 ACS CCI(17......., ~e n
J r~ r-N, - , v u.. yr , .vv w ++i... ra glImmf If 1r, IIIavcL.LIVII =1VIGCa IIIUaL WC'-UHLdt.LCU %7iaj -toA-v7u/ CIL Q 111111 Illulll 4-t Iluul a tl L/I LV 5GALF OF TRAN5PORTATI ON (NGDOT) STANDARD5, the commencement of any construction activities. LL
;C3-,OR RLV GRAPHIC SCALE iz rd~ p~~~ai~, I - IOQ 100, 5PE6II=I6ATION5$ DETAIL5. 8 co r
P;145440T7,0
{ REVISIONS;
G0N5TRUGTI0N PLAN. 5U6MITTAL SCALE. I°=100 OVERALL DRAI NAGE AND REYIEH COMMENTS 07_ 1_10 REVIEW COMMENT l o I ~ 10
PRIEST.C-R-AVEN AsSOCIATES,INC.
FHA5E 2 DATE! MAY 4, 2010 { REVIEW COMMENT5 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 14
SH I LOH CR0551 N Jul' f 3803 -B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1-288, Email PCA@PriestCraven,com / Firm C-0488
PROJECT: 2009-009.001 6RAD I NG PLAN ISPONSORED BY: 5H1L0H M0RR15V1LLE, LLG PROJECT LOCATION: MORRISVILLE, N. G.
F \LAND PR0JECT5\X9THEP5\20N-009.001 SHILOH GRO551N5 MGRRISVILLE\0145\CCNSTRUCTIL14\47H SUBMITTAL\ 14-0VERALL-W,DING-I00.OWG , Jon 2011 - 2: AA PM (~RE6 RELEASED FOR CON5TRUCTION
-

. r - ~
: - r ~ , .X ~ r;, - ~ , _ } '~a \ , ~ (,/''°f ~',VI {A~ ~',VI ~ JL~1~ }I,v, fix} [/'"'''J'}~'°''' j',VI (/'J~
s ~ _ _ -T r s ~ AA 11 - : l\ \ ~4 'V ~O~Y+ I 1 ?V / `B •L' ~ (I `W i.m.. 1 AO./ TL+~./
_ - _ I , r . , r X., _ _ . ( '
~ ~ ~)=61N CANSTRUG ON .~a~ ~ ~ ~ . M_ - ~ _ - ~ A I. REFER TO 5}~T 44 FOR DRAINAGE AREAS AND '~H;~ET 45 AND THE STORMWATER
_ I - g.~ i ~ ~ ~ REPORT FOR STORM CALCULATIONS.
- .-~°fl , ~h ~ r MAXIMUM 51DE SLOPES OF 2H. I V USED AT STREAM GR0551NG5 TD MINIMIZE
y _ t r ~ _ y- ~ .z. -gyp , i • , j ~ ~ IMP - _ ~ ACTS ~ ~ ~ "
_ _ ..,,r - ti, i ~V j ~ ~ . ~ ~ , ~
T ~ ~ ' , M~ ' , 3. WHERE "STANDING WATER" 15 DISCOVERED BY THE TOWN. INSPECTOR, THE AREA
- ~ _ _ _ . ~ - ry.-_ . . 9~ i _ - . w , r'~ r. i , ~ ~ WILL BE RE-GRADED AND/OR GATGH BA51N5 INSTALLED TO CORRECT THE
? ~~+.r~ - I ~I i / - mow. ''-^Ary ,.V If i ^ i ~ ( f V .,.v ~ a^' ~ i _ , ' / a-. r i 7 _ i.µ ~ _ - DRAINAGE PROBLEM. il,u
\ ' , y ~ Pi , i y . _ _ , r ~ I i _ t ~ I ; ` RISER 1000 ~ , s`- - . r - - . T a i
_ „ - , . , ~ ~ VAT HA ED ~ ~ ~ _ _ ~ f._ INV. OUT: 355.6 , ~ ~,,~r . ,.;a., ~ . ~ ~ _ ~ ~ i ~ ~ 4 ~ #I m;:w ~ , ~ECyIK ~~1~h5TRU~~TI(~;r' ~ ~ ~ ~ . - " 'V ~ 4. MAINTAIN 2`~ SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK ~ , _ ~ ` PRIOR TO TRAN5ITIONING TD STEEPER GRADES.
~ ~ r GES ~,41~ MEN ~ I ~k. ~ ~ : OOH" . • ~ ~x~ ~ ~ , ; 1 I _ . _ _ ~ - ~ ,
_ . ~.1 ~ ~ w _ , f , ~ ~ ~ ~ • vm~- _Y ~ ~ - 5. SIDE SLOPES OF 2.5H; IV USED ADJACENT TO WETLANDa AND STREAM BUFFERS
- - . _ ~ _ ,G.ir 2 ~ f-l , SPILLWAY I~ A k~~ `m~~ , M s...
~ / I, ~ ~ ' , , n 1 ° f'-` ' ~ ~ ' \ ' _',IR ~ , T _ TN ~ 1 ~ i P, ~ i0ri 1, ' ~ ~ ~~w'I~ R ~ ~ ~1 ~ : ~ - ~ ~ ~ _ 6. REFER TO EROSION CONTROL PLANS FDR STABILIZATION MEA5URE5
i ; i . ~ ~ ..a. ~ , . ~ r i ~ r ~ ALL SLOPES , - • ~ ' ° G ION 0~ 0 ~ - ~ < k ' ~ ~ReATER r~AN ,.i~ ~ _
M _ ~ ~ ` TD ~ STABILIZED ~ ~ m~ I L I H Y ~ . 1 _ t~E~TLAN);7~TO B~ _ ~ IF PIPE OR STRUGTURI=S LOCATED IN GROUND WATER CONTRACTOR TO VERIFY ~m
, J ~ ~ v, ~ ~ . i WINA6 SGI50 (TYPE ~ ~ N i C~'JAR r~p~ . (~R 1 ~ ~ ~ ~ ~ ~ - _ ' F7G'- - - , ~ - ~ . - ~ .r. j ~a , YI. I ~ 5EE 5HEE1' 321~OR ,v ~ ~ " ~ ~ ~ ADEQUATE BALLAST TO PREVENT FLOTATION. ~ NEUT. ~ - _
CUARC~RAIL ~I~ ~ ~ \ ~ 1. ta % FENS ~ . _ _ T P. , ~ TAI ,.EAT?: . L - . ~ O . , , , r .0 ~ : ~ _ fix. ~c , ~ , _ _ 4 ~ . r ; ~ 25=1 MAX 5LOPE i ~E AT T . _ ..:::RIVER _
, . . ~ - - I V. : 36 .4 ABOVE TOP OF ~ ~ 3365.61 , " TAIL SHEE'~.,,46 , \ ' t , _ , • ~ A ~ DAM ELEV., 3:1 MAX 'v ~ ~ 8~~" ~ ti ~E ~ ~ ~ 8. THE PLAGEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE >ti~E~46 A OFFER ~ OBSERVATION OF A QUALIFIED LICENSED GEDTEGHNIGAL ENGINEER AND UPON
~ ~ . \ ' : s, ~ FROM TOP OP DAM ~ EX. BG x.52 , ~ ~ ' , ~ ~ ~ _ ~ri COMPLETION OF THE EARTHWORK ACTIVITIES THE TOWN DF MORRISVILLE MUST BE
- \ V` ELEV. TO BOTTOM ° ~ ~rK+ ~ ~ _ ~ ~ / OF POND ~ S' ~ ~ _ y,.~. . / F" F t 7 ~ rr, ~ I PROVIDED WITHA FINAL GRADING REPORT THAT INCLUDES CORRESPONDING
~ _ - V. R. WI TH T. ~ .G. ' ' B/W ~ ~ ~ 0 . ~ > ~ j , _ , ; F.E.S. #fp # X560 ~ ~ ~ W,, COMPACTION TEST RESULTS AND CERTIFIES THE TYPE OF FILL MATERIAL AND IT5
UTI ITY d PIPE Iii 1 , ~ ~:~,f ; , ~ ` i ~ i EA h~ ( 5E . 5 E ~ , • . ~ ~ ~ - . . - ~ ` . , ~..y>;~~ l~;F; ~ ~I ~ , . ~ PROPER PLAGEMENT.
> IW • ~ WETLA . , ~ , _ . _ , ~ r~ , ~ z \ ~ - r ; 36 RGPi 1 i ND TQ - ~ 0 , BED ` ` ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER BMPS SHALL BE GLA55 III
- . tib ~ ~ , _ PLO , ~.a~~ a. ~ " ~ w ur~+ 'fA ..ON t ~fp ~ ~ f - ~ RGP WITH O-RING JOINTS. PIPES SHALL BE WATER TIGHT AND COMPLY WITH ASTM
~ ~ w ET 14 _ ~ tNV:: ~ ~ ~ ~ STANDARDS.
' ~ ~ ~ ~ t1 , , 41 I ;OUT 6~ ~ ~ ~ - i A / ~ . _ 1. , - ~ ~a ~Ya I .7 M•N. #100 AJy 57. 4
~ _ ~ G.I. ~ • \ ~ , " , , • . p ~ 6 ~ ~ OP :364,5 , OP NINb _ . ~ • _ ' r V ~ ~ ~ OP. "[I 7 ; ~ ~ BJ~J' T '~N" 350,1 i\ , G2b~ V. IN h: ~ F , . 4~i,, ($Y 0 g) 1~1: ~ ID. GROUNDWATER MAY BE PRESENT ON THIS 51TE, CONTRACTOR RESPONSIBLE FOR
' ~ ' ~ ~ ~ ~ - ; 4~ . ~ ~ , ~ ~ , fl ~ 50.0 , QIlT 35G~n0 ~ A, YI SIN- -I.,~~CJU 361. ~ ~ IL ~ ~ ~ INSTALLING MEA5URE5 TO ADDRE55 GROUNDWATER SHOULD IT BE ENCOUNTERED.
• EN 1 D0 , a Y : 7A ~ l ~ ~ ~ ~ ~ `
~ _ 1 - ~ _ x' -'T~ P: 72.E °;1, ~ I OUT: ~ ~ WAN. ( ;~s_ ~ ~ ~ _ ~ ~ , L4W P NTS ' P L ~ ~ , . ~ . , Dr . ~ 5 ~ ~ , ~ ~ ~ . ~ THR. "71.5 ~ ~ ; ~ ~ , ~ . r. l~~ ~ ~ - ~ GUT/~ILL D~51 CaN G1~IT~fi~I~: _
- _ ~ ~ ~ ; . ~ , ~ ;>rR N0, T ~ ETAIL SFIEET..46 - - _ ~ i NV. ~ 364."1 ~ _ , ~ " I 4. ~ i~ ~ ~ D~FIr. 840, y. ~ Hp - - ~ ~ , ~ r• L ~ I. SLOPES BETWEEN 3H.IV AND 4H;IV TO BE STABILIZED PER WAKE COUNTY SEEDING
, - 1 ° ~ ~ , _ - _ ~ t ~ , ~ ~ ~ ~ ~ SPECIFIGATlONS. 5EE SHEET 23.
` ~ ~ ~ ~ ~ ~ o 26.,~i L. ; . ~ i k qq. ~ LND AR 1~. ~ l - - , . ~ : ~ 69 ~ F' \ ~ ~ _ - 7 ' _ . t _ . - ,
w ~ ~ ~ ; ` ~ ~ ~ / ,T P: 3 ,0 '.2 L F; i ~ 1. ~ ~ ~ ~ Y I ~ 3 I ~ °fi ~ ~ ~ ~ ~ , c~.- T :872 % . I ~ ~ ~ ~ t RG i O G - ~ Y ~ ~ ' ~ 2. SLOPES THAT ARE STEEPER THAN 3H; IV SHALL BE STABILIZED PER WAKE COUNTY
, G - , ; ~ ~ , i ~ ~ ~ NV. OU ~ ~ .~m , r ~ ~ , ~ ~ ~ ~ ' ~ ~ I.12~ ° mow.. ..E~?aE aF zoNE I, N ~ ~ I, Pay ~ SEEDING SPEGIFIGATIONS AND STABILIZED WITH NAG SG15O (OR APPROVED
- ~ ~ ~r a Imo, r i . ~ 1~AR. Wf D T..G. ~ ~ ~ , 65.98 L.1= - MAX 3~ I'~tN TBNE I ` GR / ~ - ~ F. , f ~ ~ ~ ~~~f~ 18R ) ° ~ ~ ~ ,'f , r ` ~ ~UTILIT'~ AND ~ TO I y:I EQUAL), OTHER PERMANENT SLOPE RETENTION DEVICES, OR A SUITABLE
` ' ~ $ PRl ATE 4~~~R © G.I ' ~ rah 'w~,' IPELI ESMT ~ ~ ~ ~ ~ IS T 3"J3~. ~ I T ~ 4.0 ~Np REQb ~ TO yT > vv~NNA yGlSC) Ian ~ ` " COMBINATION OF PLANTINGS AND RETENTION DEVICES. PRIOR TO INSTALLATION ~TxF'J ~ ~ _ _ _ OF MATTING, SEEDBED TO BE PREPARi=D AND SEEDED A5 INDICATED, 5EE SHEET
~ p - / ~ ~ ~ ~ ~ ~ ~ AGG ~ EiA M11 NT ~ ~ C?N Y.L'S 1 ' i AG E55 E SE T ~ ° / I IN 58.0 W POINTS PER 5E ~ .INV. I, _ ; ~ La
NV,: t ° ~r ~ II NGDOT DTL. 840.p5 i' ~ ~ ~ . '5H~~T a ~ I ~ 1/ ~ 1 ~ ~r iL~~er32FOR . ~ I 23. ~ LOS 10" . ~ ~ ~ ~LU~~ 1~'~~IC-~N G~IT~RI~:
~ r $ICaHT ~ .r ~ ~ ~ ~ ~ ~ N m m
P ILA T 5 , ~ , ~•'•r;: , DISTANCE m . ~ ~ EA EMENT ~ I ~ ~ 2'~i ~ m~-~ ' ~ ~ ~ I, THE MINIMUM SLOPE ON DRAINAGE SWALES 15 LOS.
t f ~ ~ ~ ~ ~ d / ~ ~ ~ 'U I ~ I '~r ~ ~ ' - . ~ ~ 1`- ~ e _ , . , , ~ .I. ~ RT. ~ ~ ~ ~ ~ a ,4 i'~~ DRAI E
ti ~ ~ G 4 , , r 'x ~ ET ~3 ~ ; - ~ r ~ _ E ~ r 373,k \ ~ 1 s s _ , ~ ~ << ET 33 ~G~ 2. THE MINIMUM 5LOF'E ON ROADS 15 O.~O~i.
\ , ~ m \ . ~ ` .k . I . IN: 8:~1 ~ ~ INV. OUT:- 7.6 ` G:k' #17' T ~ FRON `O1^ {~.~~~Q~ I QF E~ • , ~ , ~ I • 36 . , . , , ~ P: ~ , ~ , l ~ ` ° :Dt`I C~ TH15,, ~ ~ 3. THE MINIMUM GR©55-SLOPE ON ROADS 15 2.O~i.
' ~ ~ ~ i :/,f,~% qa8 L. z V., Iii: 3; ~ f I LoTS. SEE RO~~ . ' ° ~ , a~ s~ ( T ~ , 'iii' TAI ~ - ~ ~ ~ RG ~ INV. ; ~ .6, ~ DE L ~ 20 Pl~~ 20' P'Ca~ I. #24;
A f V~i : ~ 1ST ~E ~ ~r ; i r~ i I T ~ SHEET 14 , , ~ , ' T~~'-`~ ~ ~ ~ ~ - r- ~ 4. THE MINIMUM SLOPE ON PERVIOUS AREAS 15 2.0~ UNLE55 OTHERWISE
'a ~ ' ~ ~ ~ E T ~ ~ ~ ~ ~ i' ST NG \ ~ ~ ~ ~ 1 ~ l l 4 ~ ME ' I G.I. 2 353.4 #23 .'22.64 L.F. G'I INDICATED BY THE PROPOSED GRADES FOR THE PROJECT.
' ~ ~ ~z; ~ ; ~ ~ ~ ~ TOT'' q I _ i :353.4 23 ~ ~ ~ 55~~, ; ! ~ ~ ,~s ~t v ~ i iy ~ 1 ~ I INY. IN: 3~'7. ~ I.. 24 i' ~ ~ ~ . , ; 5 24 : 36 .45. ~ _ _ #26 ~ ~ ,,,y ~P,~~,~' . y~'~.~2y JII~#{2~ i~~TA~ININC~ V~~LL ~N~ H~~I~I~~LL l~c~T~S:
~;a ~ ~~'rr~ i ~ INV. IN: 3 ) b t ~ / ~ ~a ~ i ~ ~ ,O(~221 t 1NV. Ol1T: 353.2 . s , ~ ~ ~ ' ~ ~ ~ ° ~ ~ ` y . ; ~ / ~ ~ 7 6~ INV. OUT: 54.q ~,i Ill t/VT .
_w , 44.0a LF.
r'' 1 r,w 1 V, , / - i SYVAL ALONG I : 2. 15 I~ r-- r ~ ~ n. ~ ~~Ga- ~ ~"6"'.' ~ ~ I. HEADWALLS TD BE PER NGDOT AND TOWN OF MORRISVILLE STANDARDS
' ~ ~ e 3375'; - ~ ~ 40.84 L. r , •ti ~ ' n ~ FRO T F INV. IN• X14 ~ ~ ~ ~ < ~ .X. ~ 'J, - - - - x - INV. 58.q ~ ~ ' a' ` '1 _ i ~ ~ - ~ ~a : ~ 0."13 ~ ~ LOT . 5EE ~ ! r - - L` {bq' AND SPECIFICATIONS. 5EE NGDDT 838.SD. `L ~ ~rll ;J ~.S k -4 ~ 141 .F rr
t i 1 nr ~ r ~ f~/l~/, ~ ~ ~ . z _ ~ ~ ~ 20 TowN~a GAMY ° . , ~fi ~ r~~" o~~ 2. ALL RETAINING WALLS SHOWN DN THESE PLANS SHALL REQUIRE THE
I ~ ~ ~ t31~ ' ~'D UTILITY d' PEt1NE , DE ON ~20' :I t` - ~ i - ~ ~ , ° ti ~ ~ ~ ;.P `t~HA .I ~ SH 14 (TYP.~ i Y.I. 14 ~ "~+'~P~ r,, h ~ } ` ~ ~ ~ SUBMITTAL OF A STANDALONE 5ET OF CONSTRUCTION DRAWINGS WITH
I v. ~ ~ EASEP'~ ~ SE ~ TOP > ; s. ~ • ~ ~ G.I. ~3 ~ ~ w ,0. 8i~' i~ r~'. ` - a. ~ a ~ ~ . _ ~ ~ ~ ~ ~ ~ T 3 4. ~ n~ ~ ~ IN .OUT b . ~ 9' ~ - , ! ' _ - ~ GORRE~'ONDING DE51GN GAL.GULATIONS AND SPEGIFIGATIDNS 3=OR THE
v A- - f i~ ~ o ~ I ~1 L - ~ ~ 0 ~ ~ ~ Vii' . ~b'' f ~ ~ _..l-`~";,; RETAINING WALL 5Y5TEM, PREPARED AND STAMPED BY A PROFE551ONAL
2 - - - ~ ~ /y~ ~ o~ ~ ~ , r # ~ T : 64.83 ~ i 1370. G.I. 19 - t ~ i ° 96,83 22'0 ~ ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. THIS SUBMITTAL
, \ _ ~ ;e~ ~ ~ ~ _ _ ~ ~ a0'..PDE I I 3585 ~ i T ® ~ ~ TOP: 366,AI ~ ~ ~ A ~ ~ ~ ~ - ~ ~ ~ ~"fy , , . , , , " Y;1, i~ , ~ ~ ` w~ INV. f~JT, 35b 31 _ _ . IN: 360 3 ~ y ~~sr . . , . ~ , - - ~ 4 a . Tofu: 20 1. 3585 Y,I.'#~5 15 R 21.7b L:F ~ ,1'oF,s 36yy ®,,.2;21 I~" FtG'~ - / ~ MUST NOTE THE MINIMUM REQUIRED SOIL TESTING AND QUALITY ASSURANCE
~ L t IN OUT:3 2 . , ; ~ ~ , ' _ Y:f. 10 , 48.... ~ ' .az~ ~ ~ INSPECTIONS THAT WOULD BE PROVIDED DURING EARTHWORK AND WALL 20' PD~E ! I UT 35G1.q , '-gyp' ~ ~ -
~ ~ d \ ~ s-1 - " / f " ' INV.: 3521, INV, (~T= 2 '"TGP: r`' ~ CONSTRUCTION OPERATIONS. THE OWNER SHALL BE REQUIRED TO ENGAGE 'mss ' ~•I~~28~ ~`~W INSPECTION AND TESTING SERVICES INCLUDING INDEPENDENT LABORATORIES,
• a 't ~ \ a 1 \ 2 ~ T - ' ':#4 INV: bUf: 3b0;5 - ~ ~ f ,,r' ~ -~,,~3:0 ~ TO PROVIDE QUALITY A55URANGE AND TESTING SERVIGIrS THROUGHOUT THE
~ ~ ~ ~ + ~ BMI- 4,. ~EhIGE R~ T ~ t ~ 2.0• • ~ A" . • , ~ ~ . . WAL ' CONSTRUCTION OF ALL RETAINING WALLS. TE5TING AND INSPECTION 35G~,/ ` ~ " # 3~3: 5 SERVICES ~aHALL ONLY BE PERFORMED BY QUALIFIED AND EXPERIENCED
k~ ~ 4 ~ ~ ~ ~,2, 13700 OF L,.SEE ~ ~ - ~ ~ ~ liTILITYA D' P~'Q~G1`ED , B/W - o ~ . ~ ~ ~ -a~ . ~ ~ ~ ~ DETAIL SHEET 46
64'0 V r ~ , , , • . ~ ~ ' ~ ~ o` 3 T~~ TECHNICIANS AND ENGINEERS. AT A MINIMUM, QUALITY A55URANGE TE5TING
, ~ 71.0 I MUST INCLUDE FOUNDATION 501E INSPi=GTION, 501E AND BAGKFILL TE5TING,
\ ~ ~ . , ~ ~ ~ ; ~ , , ~ ~ T ~ ; y. ,c - _ _ . I?.RIV~TE ~HA~,ED ~ r ~ K ~ ! ~ ~ ~ ~ \s~ f ~ ccE55 EASEMENT ~,e ~r ,VAR. ~idT,~"T.o. I VERIFICATION OF DESIGN PARAMETERS, AND OBSERVATION DF p° ~r ~ UTILI.- ' ND CONSTRUCTION FOR GENERAL COMPLIANCE WITH DESIGN DRAWINGS AND
. . ~k , /W . ~ ~ ~ , ' E SPEGIFIGATIONS.
S; • ~ ~ ~ - , ~ + - (L R 5HILC~1 WAY) "o ~ ~r,0 ~ , - ~ ~ O
_ r / ~ 3. A HANDRAIL, AND/OR FENCE SHALL BE INSTALLED ALONG THE TOP OF ALL
' ~ p":' . ,r 72.0 Na~E ~ l - ~ ~ ~ ~ RETAINING WALLS, HEADWALLS, AND DOWN THE TOPS OF ALL WINGWALLS
~ \ { , \ p~~~ ~ S~I+~,,E ALONG ~~~t~~~~~.~ f ~ ~ WHERE THE DROP FROM THE TOP OF THE RETAINING WALL OR HEADWALL TO
~ 3 ~ ~ + X36 0 TOP Ole T ~ I it \ ~.m...- ~ _ d, . - " I ~~f•TIG~~ Q~ .~0 ~ THE BASE OF THE WALL OR INVERT OF THE PIPE 15 GREATER THAN OR - ~ ~ EQUAL TO 36".
. MSE R1=T WAL , .y..,~ ~ , ~ ~ ; (BY OTHEI29~- I"~El'AIL ON I - y s
r e ~ ~ ? r FENCE AT TOP-- . " _ , 4. GUARDRAIL. TO BE INSTALLED IN AREAS INDICATED ON PLANS.
~ ~ _ -"1-5:6 - w~. ~ _ i - - ,f'"' ~ ~ ` ~
~ ~ ~ ~3'fC7~ ~"6ETAIL SW~~T~- 1 ~7~ ~ .m
r, ~ (,TYP" , _ ~ ~ \ ~ ° ~ i p
~ ~ , - t r / ` _ ,
//may \1 ~ ~ ~ ~ v ~ i ~'V . ~ ` ¦a s l_. ,
t i ~ 'c, 'S ~ ~ ~ _ ~ - ~ - . . _ _ _ Y ~ - . - r„ w +~1++111111111]/j
\ ! ~ ~ .y1 _ ~ ~ ~ _ . ~ _ i ' ~~.t f~ROPE;•?TY OWNER, AND ~,®+,~N ~q~~ -
. ~ ~ ~ ~ ~ ~ 3 . • ~ ~ li y ~ ~ l i~ SHILOH MORRISVILLE,1rLG w ~ ~~i W
, ~ . g83O GOLONNAD1r BLVD., SUITE b0O
~a t k'~ , ~ ~ r ~ - , r ~ ~ -I I _ ~ 5AN ANTONIO, TX 78230-220 SEAL ,I PH. 210.641.8481 FAX. [phone] z"
_ . a ~ .
_ a _ _ , a- _ _ ~ L ~ ~ ~ _ ~ LIMITS,D~ : ~ ~ ~ ~
~ ~ ~ r" ~ ~ 3 J ~iqQ ooo~~ ~ ~ >?~iSTURB NGE,~(TYP.); ~ '%,,~Fp p gO+,,~~`
~ ~ i,~ y~ t ~ ~ a..~°' ~ i _ . ~ ~ 'r~,, ~ ~ .
.ti - U.,~ ~
~ ~ ~ ° r, . ~ e~ ~ _ ~ , , ; , ~ , ~ ~ Town of Morrisville
• ~ o~ ~ ~ ~ ~ - ~ ~ ~ ~ APPROVED FOR CONSTRUC'T`ION ~ ~ ~
~ ~ ~ { > ~ . " ,
a- ,,.r' r~ ~ ~ s~ ~ ~ , T - X . . ~ - ~ ~</l z ~ ~ u' ~ ~ ~ _ _ . Signature. ~ Date: s f3 ~o! '7
~ ~ ~ f _ _ _ _ y Tawn of Morrisvill wn Engineer Datef Initials
. , s ~ ~ ~ ~.A 6 , ' ~ ~ r • ~ i ~ ~ ~ ~ A ~ ~ ~ . ~ . , - - - _
_ . 1 F, ~ ~ ~ t . ~ " - Planning: I ( LL
~ ~ i r ~ ~ - . ~ti, ~ ~,~.,r = - . M_ s
~ , s\ - . . , ~ ~ ~ - ~ SAM r ~ e , _ Other (specify): LL
~ ~ ~ ~ ~ ~ ~ ~ f .w . _ _ ff _ ~ _ ~ i ~ - NOTE:
ALL GONSTRUGTI JN , ~ y - , ' ~ ~ ~ ~ r ~ / ~ CONTRACTOR SHALL BE RESP©NSIBLE 1=0R NSTRUGTION AND MATERIALS TO BE IN Signature; I\EA Date: Z :ARDANGE WITH THE AGGEt'TED POLICIES Town of Cary Utilities, Water and sewer
, ~ 1 ~ a 4~:: ~ ~ STRICT ACCORDANCE 1^ ~ i ' ~ a THE LOCATION OP ALIT EXISTING UTILITIE5 TOWN OF MDRRISVILI.i=, AND UNLESS
~I. ' 25 5d 150 Of' THE TOWAI OF M( ~ ~ ~ ~ 100 ~ ~ _ _ PRIOR TO BEGINNING OP ANY EXCAVATION. SPECIFIED, DEFERS TO ~ f . EXISTING UTILITIES SHOWN HEREON ARE DEFERS TO THE NORTH CAROLINA DEPT.
~ ~ s ~ nF 71?b.N~pnl?TA~"Ir a,ti~pn~7arin>v n~~.r~nri ~,rANna~2n5 Engineering Inspection Services must be contacted R919j 463-6907 at a minimum 24 hours prior to n
APPROX I MATE AND ALL ARE NOT SHOWN, SPEGIPIGAT I 5FFCIFICATION5, & DETAILS the commencement of any construction activities, 1.7 60 I V
` GRAPHIC, SCALE
II = 5OI
f REVISIONS:
GONSrRUGrION PLAN 5UI3MIrrAL SCALE: I°=50 f REVIEW COMMENTS 07-21-10
DRAINAGE AND GRADING REVIEW COMMENTS I 15-10 PRIEST,,CRAvEN ASSOCIATESINCS
m.,, PHASE d2 PLAN LOT5 DATE: MAY 4, 2010 SH I LOH CROSS I NO f REV I EW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS /'ENGINEERS 15
2mm 10 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fare 919 ! 782.1288. Email [e-mail] / Firm C-0488
F f PROJECT: 2009-009,001 SPONSORED BY: SHI LOH MORRI SVI LLE, LLG PROJECT LOCATION. MORRI SVI LLE, N, G,
\LAND PROJECTSWTHER5\2009-009.001 SHILOH GR0551NG - MOM5VILLE\[W\GONST TTICN\4TH SUBMIT AI_A 15-GRADING-50, DWG . Jan 06, 2011 - 2:44 PM , GREG RELEASED FOR CONSTRUCTION

1 ~
ll,r r ~ i ~ _ ~ ~ ~ ' r ~ , ~ v r ~~-.,t ° ;~,r G~~~I NCB AND D~~IN~Ca~ N~GT~~:
r ~ ~ ~ ~ , ~ ems- \ , 1 ' v v~ \ ~ :7="' ~ 1~ l ¢ .fin ; < ~ ~ ".r ~ ~ "~.`t \ ~ r ~ _ r . ` ~ ~f ,x~ .ray ~ , xj~ ~ ~ ~~f' ' I, RFFER TO SHEET 43 FOR DRAINAGE AREAS AND SHEET 44 AND THE STORMWATER
, t _ ' 1} ~ r ~ ~ ~ _ REPORT FOR STORM CALCULATIONS.
D ~ , ~ v.,,.~, t, 1 ~ ~ s iuc~ fir. i i '.R" i~. ~h` ~ -'k~.~ \ ,!e .I~/ ' , . , , ~ ~ , ~ _ G , I ~ - ~l ~ ~ , ~
! , . < e. ~ 2. MAXIMUM SIDE SLOPES OF 2H: I V USED AT 5TREAM CROSSINGS TO MINIMIZE
~ ~ - ' \ ~ ' ~ ~ ~ ~ r r ,t ~ ~ ' ° ~ ~ IMPACTS.
. ` _ ':y ~ 1 ~ ~ ~ _..c~T'~ ~ s> ~ j" _ Nl-' _ 'fir,,, 0 r• ~ _ 1 ` ~ , . ~ = . _ J a. a ~ , \ , ' n~ ~ - ; << ~ r ~ ~ 3. WHERE STANDING WATER 15 D15GOVERED BY THE TOWN INSPEGTDR, THE AREA
" . > r. ~ u i~ . kr ~ WILL BE RE-GRADED AND/OR GATGH BASINS INSTALLED TO CORRECT THE
~ ~ d". M a• • ,..e ~ . / ~ ~~r.. r' ii, ..I ~w ~d. w".~.,~-...-r. L ` "w.~.. f` ''+apa,~r;~' r~ ti i ~ r ~ r ~ti ~ ~ ~ ~ . , ~ DRAINAGE PROBLEM.
" ~~i A 'i4, ~ ~ '1 c? r,. ~ L/ lei ~ j ..l i ~ ~;h 1. i ~ ,i t , \ ~ ` . , ~E ~ r = , ~ ~ p,}
1L a_ ~ ~ , . ~ 1 ~ ~ ~ _ - ~ s " /y~ i ~ ~ - - ,•'I /'r ~ ~ ~ 4. MAINTAIN 29'0 SLOPE UP FROM TOi~ OF CURB TO MINIMUM 3' BEYOND SIDEWALK
, ~ , ~ . - , ! Y _ - ~ ~ r ~ r ~ PRIOR TO TRANSITIONING TO STEEPER GRADES,
, ~ ~ , i , t''\\ s^° ~ ~ ~ ~ - t
r ~ n I t~ I r " ,V 1 _ ~ ~ f`,< ~ / tee. , ~ ~ , SIDE SLOPES OF 2.5H~ IV USED ADJACENT TO WETLANDS AND STREAM BUFFERS ~ ~ ~ ~ 5t ~
~ ~ _ , ~ r' ` { , ' .v z T • A , ,o ~~j - , ~,,A~i,, ~ 6. REFER To EROSION CONTROL PLANS FOR STABILIZATION MEASURES
F. I I' _ ~ .
~ ~ f , , ~ _ ~ , ~ a"... F.. ~ 1. 71 ~ ~ ~ 0 \ r / ~ ~ /r ~ 7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TD VERIFY ~ , . ~ r ~
. ~ , ' ADEQUATE BALLAST TO PREVENT FLOTATION. , ~ ~ r ~ ; ~ ~ ~ ~
; ~ , ~ ~ I e. ~ a . y j
~.,.-r~^. ,,w^'"~'='`~ ~ j~., I, .r i i..'~"` ,rsC ~ ~ ~ \ °f° '~r \ ~.\.~a ~ i 'Jy ,~V~., ~ ~ `y ~ v ~ , ~,~II ~ ~ ~ ~ ~ S. PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION ti ~ @~~ ti<,~ ~1
, _ , ..Ni.-` ~ , ' \ , . _ . . , ~ ~ - / ~ ~ OF A QUALIFIED LIGEN5ED GEOTEGHNIGAL ENGINEER AND THAT THE TOWN 15
/ - t~~ ! 1 F y , . , }r~, , , ° i ~ PROVIDED WITH A FINAL GRADING REPORT INCLUDING THE GDRRESPONDING ° , ~ ;;1a~`~' ~~:r ~ ~ a° ~ ~ ~ COMPACTION TEST RESULTS, CERTIFYING THE TYPE OF ><ILL MATERIAL AND ITS
; i ----r -r , Ito ~ \ N ~ ~ ~ ~ ~ ~ ~1a / ~ A , ` , ..l-- ~ = ~y' / l / CORRESPONDING PROPER PLACEMENT, INGLUDE5 THE PUBLIC AND PRIVATE
, , Ji , ~ ; , ~ ~ ~ " ~ - ~ ~ ~i ~ ~ ~ RIGHTS-OF-WAY,
- ~ - - v y ~ ~w , V ~ , Af, ~ ~ ~ _,~v-- ,
,...-!:,~r~ _ „.ter ! , ' i~ ~ p v ~ . i i ~ ~ v ~ lA ej ~ ~ ~ ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER BMPS SHALL BE GLA55 III
~ , _ ~ , ..--m _ _ r. r ~ \ ~ I _ w , " . ~ y,X ~ A ~ ~ _ r ; r , _ , ~ ,e ~..,._r,...,- / i ~ , i RGP WITH 0-RING JOINTS. PIPES SMALL BE WATER TIGHT AND COMPLY WITH ASTM
j ~ .y E~dZ _ ~ t ~ ~ , ~ ' ~ , ~ ~ STANDARDS.
r ~ "v ~ - r ._-r-„~.--~ _ 1~ ~ ~ ~ _ ` i I ID. GROUNDWATER MAY BE PRESENT ON THIS SITE. CONTRACTOR RE5PON51BLE FOR
~ , r , ~ A w f'~. ~ . \ ~ i eX ~`--T--~ ~ ~ , ~ ' INaTALLING MEASUR)=5 TO ADDRESS GROUNDWATER SHOULD IT BE ENCOUNTERED.
g ,C. \ ~ ,r' , , , - < . v ~ ' ~ ~ s ~ i
r r~ kr ~ ~ ~ ~ ; ~ ? ; ~ II. THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE j ~N~, f COMPLETION OF THE EARTHWORK ACTIVITIES THE TOWN OF MORRISVILLE MUST BE
' - ~ ~I. ~ ~ i ~o Sri pup i ~ ~ ~ ~ _ " . ~ ' OBSERVATION OF A QUALIFIED LIGEN5ED GEOTEGHNICAL ENGINEER AND UPON
, . ~ ~ .END - . . ~ - ~ ~ r
- ; _ _ - ~ ~ ~ , , ~ . ~ r ~ ~ _ GTION. ~ ~ ~ - ~ ! f' PROVIDED WITHA FINAL GRADING REPORT THAT INCLUDES CORRESPONDING 1 , ~ ~ ~ ~ ! ~ ~ , ~ COMPACTION TEST RESULTS AND CERTIFIE5 THE TYPE OF FILL MATERIAL AND IT5
~ ~ . ~ 'n~ \ , , ~ I ; , , ~ e, ~ ' ~ - _ PEASE 2 ~ . ~ - ~ ~ ,lr ~ ~ ~ - ~ - , PROPER PLACEMENT. , ~
~ - ;;~i° ~ V ',r~ ~ A 5 a h. ~
~ l A ~ . ~ A V ~ ~ . ` ~ i t
. i ~ A \ ~ V ~ ~ ~ ~ ~ ~ t d ~ ~ Y,, ~ f'° ~ " . , ~ ~ GUT/SILL I~~~IC~N. Gf~IT~~I~: ~ ~
i ~ \ ~ ~ ` ~ \ " ti ~ ~ ~ , ~ ~ , - _ ~ ~ Y ING I. SLOPES BETWEEN 3H.IV AND 4H.IV TO BE STABILIZED PER WAKE COUNT SEED
' ~ 1 ~ ; i ~ ~ ' ~ SPECIFICATIONS. 5EE SHEET 23. ~ ,
~ w"~ ~ ~ _ ~I , ~ ~ v~ ~ ~ ,"r ~ \v\ ~ f r- , ~ , _ J._ , ; " ~ ~ / r i ~ s. ~ I ~ . ~ ~ f ~ 2. SLOPES THAT ARE STEEPER THAN 3H:IV SHALL BE STABILIZED WITH NAG SGI50
\ ? ; , i ,x ; a ~ ~ ~ j ~ ' /~y f~ ~ ~ ~ y ~ ,o ~ OR APPROVED EQUAL) OTHER i~RMANENT SLOPE RETENTION DEVICES, 0R A
1°a. ~ ~ , \ , f i / s9 ~ r
y •v •n 'a O j , ~ l~ ; SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. PRIOR TO ~ INSTALLATION OF MATTING, 5EEDBED TO BE PREPARED AND SEEDED AS
~ ` ~ a a, ~ / ~ ~i r ' J ~~~6' r. . ' ~ / _ M~ INDICATED. SEE SHEET 23,
~ ~ r . u7 , . r , i ~ v/r~. y _ ` t , , ~ ~ ~ i . r! . ~ _ _ _ ~ ~
~ ~ ~ 1 1 ` J _ ~ ~ r~ ~ ~ ' ' ~ . ~9 ~ ~ o ~ " i , ~ ~ ~ ~ 5L0~~ D~51C~N Gf~IT~RI~. - ~
~ ~ . _ 1-'
_ ~ ~ ~ ~ ' s ~ ~ - ~ ~ ~ `f ~ . , ~ _ _ , i _ _ " .ti ~ ~ " l ~ ' - - " . , ~ ~ ~ ml , t~ ` ~ ~f a , ; i , m~~ / ; ~ . ~ I. THE MINIMUM SLOPE ON DRAINAGE SWALES 15 I.O. , r
~ - , r i ~
~ ~ . - ''j~ ~ i ~ / ~ ~ / / ,~--DIMIaTURB~IGE (TYP.); / 2. THI= MINIMUM SLOPE ON ROADS 15 0.~10~.
3, THE MINIMUM GR055-SLOPE ON ROADS 15 2.090. - l EXISTING AT~°T LINE TO i3E:LOWERED BY '
~ r ~ ~ y, ~ ~ ATBT. NO GRARING..DR`GON5TRUGTION
, - ~ p i , . ~ 'a ~ ~'I LINE ~ . ~ _ a.GriVirY Ta'~TAI~ PLACE IN ATdT . ~ - 4. THE MINIMUM SLOPE ON PERVIOUS AREAS 15 2,G~ UNLEaS OTHERWI5E
~ ~ A f m ~ f r 0 ~ r , ~ - , ~ ~ r ~ / ~ y y _ ~ . _ , _ ~ ~ , EASEMENT WITHOUT APPRC~P121ATE INDICATED BY THE PR0P05ED GRADES FOR THE PROJECT. I'ERMI5510A~ AN1~ S~I~RVI510N BY AN
~ ) ; ~ ~ _ n~ i ~ , CT ~I ~I ~ ~ ( I I A t~' ~y A t~ ~ n ~ 1~ I I 1~' ~^1 ATdT REPRESENTATIVE.- CONTRACTOR ~L I ~ I V I I V.~ Y Yf"'tL.L. l"'"ti ~lU T~f~f""~VY Y1"'~LJ... I ~tl./T~~
.w ~ ~ ~ I f ~ I? , r/ , l~l OP A55~2 RIP f / f f ; ` ~ TO CANTACT A'r~ T PRIOR TD ANY WORK ~
P' ~t3 .5 AND ~ : " ~ f i _ , IN THEIR EASEMENT. I, HEADWALLS TD BE PER NCDDT AND TOWN OF MORRISVILLE STANDARDS
' i ~ ; ALL' S1.Of'~~ PLUNC~ ~ ~ y, i ~ ~ ` ~ ~ ~ f f ~ 001. = 5. L~~' l~`- ~ may//f / / f '~w ~ ~.w....r AND SPECIFICATIONS. 5EE NGDOT 838.80.
t ~ / f rya? ~~x i ~ / ' . ~ ~ ~ Nk~ WI P RAP r . / , ~ ,r y r, ,r' ff TO BF~,STABIL1Z~g1 ~ ~ ~ ~ _
TO ELF/. 5. -~W/NAG_5GI5~`~T1'~':1 ~ ~ ~ ~ ~ ly Y/ I ~ % ~ % N/ , i _ 2. ALL RETAINING WALLS SHOWN ON THESE PLANS SHALL REQUIRE THE
' 2tl- ~ ~ ~ ~ / ~f' r/ f~~ ~ ~ U~ 48,74 I.:~ 5E~`E~I~ET 32 Fes, ~a0 L.. ; l ~ , f , ' ,~...N. SUBMITTAL OF A STANDALONE SET OF GONSTRUGTION DRAWINGS WITH CORRESPONDING DESIGN CALCULATIONS AND SPECIFICATIONS FOR THE
t2Gp C~ETAIl. ~ ~GP ` ~ ~ i y, _ , ' 'Lb~A'i ~ ~ ~ . I !1'~" ~ ~ RETAINING WALL SYSTEM, PREPARED AND STAMPED BY A PRDI~~aIONAL
~ ~ ~ ~ ~ ~ _ ~ ~ w i ~ 2~,i MAX ! ~ ! ~ ~ ~ ~.r, ~ ~ ~ , r ~ , ~ f r e _ i, ,j ' - F.E.9, 32 ; ~ _ _ ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA, THIS SUBMITTAL
V.: 349. - AE?bVE TOP j ~ II~ W1~N 1~'AG f. , ..r;--. ~ ,r,, , h ~ , ~ , AM LEA' ' J u ~k.. ~ 1, ~ . ' ~ MUST NOTE THE MINIMUM REQUIRED 501 L TESTING AND QUALITY ASSURANCE
Q TO M SEt~ MIDI ~ ~ ~ ~ , ~ ~ ~ - ~ ? ~ . ~ `T ~eor~ror~~ (INY~,bU7i; ,81 ? ~ G~ a ~ fr,`'r r , % i r ~ r`~ ,v e, w , ~ - a ~o>~ r ' INSPECTIONS THAT WOULD BE PROVIDED DURING EARTHWORK AND WALL
i ~ ~ /E ~ E~t1Al~ ~ Ta ~E 5T BI ZED / ~ rK - ; ~ ~ ~~/roppD. _ ~ ~ ~ ~ ~ ~ ; , _ , ~ F,aR ~EGTIGN+t I' ' GONSTRUGTION OPERATIONS. THE OWNER SHALL 13E REQUIRED TO ENGAGE ~ INSPECTION AND TE=STING SERVICES, INCLUDING INpEPENDENT LABORATORIES,
I f ~ ~i ~ ~ TO PROVIDE QUALITY ASSURANCE AND TESTING SERVICES THROUGHOUT THE
y f ~ / ~ ~ , ~ GONSTRUGTION OF ALL RETAINING WALLS. TESTING AND INSPECTION ~
- r . f f. ~ • , / ~ / " / I ; ' I I SERVICES SHALL ONLY BE PERFORMED BY QUALIFIED AND EXPERIENCED
^ / ~ , p '4.'1$55 ; F.E.S. ~ q• j t ~/"I'H~5) ' i' - 1 l'` , ~ , ~ ~ a # ~ / ~ ~ / , ff ~ ~ ~ 1~ ~ TECHNICIANS AND ENGINEf~RS. AT A MINIMUM, QUALITY ASSURANCE TESTING
_ ~ ~ r 1~ ~ f i ? ( ' ~A MUST INCLUDE FOUNDATION 501 L INSPECTION, 501E AND BAGKFILL TESTING,
~ # # ~ rri ,.r~i r '~y ~ 1 f ~ ~ ~ VERIFIGATIDN DF DESIGN PARAMETERS, AND OB5ER1(ATION DF
G:t ~ ~ Hl.W.,#IbOq r fH.t~. #IOfS k~ ~ / ~ y f ~ ' ! ' GONSTRUGTION FOR GENERAL GOMPLIANGE WITH DESIGN DRAWINGS AND
~--r-'~ Irv ~ ~ ~ . ~ ! / l IMV. ou~:~~5~:~ r,, Bn^~ , ~ ~ . r r- f i ~ ~ ~ ~ SPECIFICATIONS. ~ ~ ~ i
~ ~A, - ~ f ~ ~'RI~AT~ SHARE~7 ~ / 17. `v, ~ lip - _ , ~ - ~ - - ' r~ - , ~ i~ / ~ , ~ ~ ~ ~ ~ 3. A HANDRAIL OR FENCE SHALL BE INSTALLED ALONG THE TOP of ALL o
rti _ ~ ~li r t ~ 4 ~ _ .i - _ ; _ ~ . ~ - / AGGE55 5~M "f . i i ~ i ~ f ~ ~ ~ I RETAINING WALLS, HEADWALLS, AND DOWN THE TOPS OF ALL WINGWALLS
~ ~ ~ ' I ~ r . ~ ~ l d r ~L ~ ~ ~ ~ ~•'I ~ /YEAR, WIDTM'T.a J ( - l i ~ ~ ~ ~ ' ~ ~ ! WHERE THE DROP FROM THE TOP OF THE RETAINING WALL OR HEADWALL TO
~ ~ < T i ~i.~. 34 I uTILI t I A f , ~ 361'7"11 = ~ ~t.,~ ~ ~ , ~ I r; ' - '-r ~ - ~ ~ ~ THE BASE OF THE WALL OR INVERT OF THE PIPE 15 GREATER THAN DR I ~ ~ . ~ EQUAL TO 36".
I ~ ' / ~ ~PIPE4INE E3MT. - _ , _ ~ .f ~ 7 ~
f r , 25 ~ r ' i~', ,i, ir~~ ~ a, ` i r / ~ 1 ~ ~
- , l~ r f , ~ ~ ~ ~ r =
, R / y "
~ gyp' ~ '~~Er4 ~ , / ~ 1 _ ,r ~ d ~ ~ f'~ { r ~~~?i1111i11~~~ I' I
, ~ 4 F ~ T TOP ~ l
SWAL~E AI~bN6 , f , .r 55.5 ,'T- / , ~ ~ ~ ~ ~ ~ , i r NT~OF F' , ~~c /Aj ~ ,r ';,t ~ ~Q~F~ / ,yr m
' ~ ~ ~ ~ 32. 1 ~ 3 d~ ~ i ~ - ~ CST IJ~' ~ ~ , " . . , . ~ ~ ~ , . , LA _ ~ ~r l . , 3 ~ ~ .f5 P. 1 ~ l'- ~ A t ' ~ TH15 TAE IGF Td E3E UTILIT.E 5 A ~ ~
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~I ~ y ~ 4 F~L'E~ A't,rc~, ~ ~ IN ; % , ~ ~ l I i - - ~ ~ ~ LL f~E fANNERTED 7 A ' ~ ~ , ~ ga30 COLONNADE BLVD., SUITE 600 ~1~ ~ ~ ~
/ ~ _ l ' I ' ~ TEMPORARY'WET POND. BMP Il.~`~,, 0 ,taw r' ' ~ 6TH ~.H I 8 ~ ~ T~ ~ ~ , ~ ' F1ENT ~i ~ ~ ' . 3~4 ,wr- , ! ~ ~ s M..~ f2Eh1AIN A `f~MF~dRARh' Y~T_ ONC? UN , ~,f ~ " ~ , ~ SAN ANTONIO TX 78230-220q ~ii~~ o~ E ~ ~M~. ` ;r ~ PH.210,b41.$~8T FAX. 214b41.8463 9r~~`y 8~~~`` Z
36 ~ M5~ ~ P R N~DOTi~ , f ~ ~ 'y 350 - ~ ~ ~ ' I?~551~1~ FU Y / ~ ~ ~ ~ ~ z. ~ " ~ ~ PHASE` 3 GONS'fRtJGTI f i / al'MERS) , _ TI;: ~O.QS,. ~ q:q ~ r` i~ ~ ~ ~ ~ ' ' ii yet Q ~ / ~ >>rr~?mt+~~N
® r I _ WE`C' AND ~ A ~,e~
~ ~ . ~ , ` , b, i - , CONTRACTOR SHALL BE RE5PON51BLE FoR Town of Morrisville r THE LOCATION OF ALL EXISTING UTILITIES
, , , ~ yv _ ~ , ~ / 'I' /j ' ~ ~ , ~ ~ ; " t~' PRIOR TO BEGINNING OF ANY EXCAVATION. APPROVE©FOR CONSTRUCTION
Z ' i ~ q px T r ~ ~ r' ~ _ ~ ~ k ~ ,r ! ! ,e EXISTING UTILITIE~a SHOWN ~IEREON ARE W
~ % ~/~y , ~~y , _ to B/W ' 8'Q't368 P ~ , /INr 1 d .n t ~ APPROXIMATE AND ALL ARE NOT 5HOWN. Signature: ~ Date: ! t~ 2bt! ~
" ~6.`L0~ x - ~ ~ ~ . r " ' ~ _ - Town of Morrisville, n Engineer Date/Initials 0
-,54.0 ~ / ~ ~ ~i.W; l . i i ~a 1 ~ ' _ ~ . ~ , f NOTE: Engineering:
~ , ~ r'" / i ~ ~ ~ _ ~ ~ _ ~ . X61,0'" ~ I _ ~ ALL GONSTRUGTION AND MATERIALS TO BE IN Planning: (~~q~~( (,Q,"~
; - ~ `°s J" STRICT ACCORDANCE WITH THE ACCEPTED POLICIES --~C~'-~' OF THE TOWN OF MORRISVILLE, AND UNLESS Other (specify): n
' - ; ~ = ~ ~ i ~ ~ rrJ 1 ~ I . Il ~ ~ SPECIFIED, Di<FERS TO THE NORTH CAROLINA DEPT.
' ! - ~ , ~ ~ , ~ ~ OF TRANSPORTATION (NGDOT) STANDARDS,
J ~ / ~ ' ~ ~ ~ , ~ , " , , ,~L6~U~IL rTH~rJ _ , ` , , II SPECIFICATIONS, 8 DETAILS. Signature: Date: Z
e ~ ' ~ GT ~ L. ~ ~ r / ~ ~ Ipp 50 25 0 50 Igp Town of Cary Utilities, Water and Sewer
, , .L f ~ ~ ~ „ ~ / % e ~ ..O ~ ? / it ! ~ ; ' i ` I
i Ensineerine Inspection Services must be contacted 19191463-69D7 at a minimum 24 hours prior to e-i
QRAPHIG SG„ ALE the commencement of any construction activities.
? ,.t I" = 50' t~3
REV I S I ONS:
NStRUGtION PLAN SUBMITTAL =5 ' G a SCALE: I O DRA I NAG= AND GRAD I NG REVIEW COMMENTS 07-2 I -1 o PRIEST RA E AsSOCIATES,INC.
REVIEW COMMENT 10-1 5- 10 V N I~C
PHA5E 2 DATE: MAY 4, 2010 SH I LOH CRO551 NO REVIEW COMMENTS 01-04- I I LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS I ENGINE3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781.0300. Fair 919 / 782.1288. Email [e-mail] / Finn RELEASED FOR CONSTRUCTION
DR
E I SPONSORED BY: SHILOH MORRISVILLE, LLC PROJECT LOGATI ON- MORRI 5vl > LE N. G. PROJECT; 2009-009. 001 PLAN LOT5 9w~ 12 F:ALAND PR0JECT5\X0THEP5\2009-009.001 SHILOH CP0551NG - MORFI5VILLE\1)66\(GcNsTRUGTlCN\4TH SOMITTAL\ I6-6RADIW-50,UV6 , Jon 2011 - 2:d3 PM , REG

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~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ RIVE I 5T RRUP IRON GREEK % ~ ~ r ~ ~ • , ~^I~TLANb . f ~ ~ ~ l BUFF j BUFFER (PHASE U ~ ° ~ ~ /
~ t ~ ~1 / V ? / ~ ~ Eu1~~0~F~G D I » . ¦ ¦ CPERENNIAL 5TREAM) ~ ~ ~I ~ ~ ~ ~ ~
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',,r,\ ~ \,'~ASEMENT CTYP.) ~ '1 ~ ~ , 5~ ; ~ , . ~ ~ ~ , « TO SHEET 42 FOR 1 - \ / r ~ ~ ~ P ANTI Y. - rr. f ~ ' 'j"~~ , l ~
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~ ' , , ~ PRIVATE SHARED ~ • , . ~ I • ' r • F,,, NEUSE v ~ ° i / / ~ ,t ACCESS EASEMEP~If • , r ~ . ~ RIVATE SHARED . 1 Ua~' RIVER - _ ~ . ~ ~ : ; / r r ~ , a / ~ ~ ~
~ ,ttt,' • ~ A GESS EASEME ~ / J~J BUFFER I .r• ~ . / ` r off' i % , ~ r
"0~ ~ / • ~ , it ?r ~
• • • ~ • ' ~ ~ ~ ~ t i C~ / l-- LOT I2 ~ ~
~ ~ ; ~ ,r,, ~ ~ • . r~ - ~ ~ ~ STORMWATER . ~ ~ . / ~ e~, r • ~ ~ ~ ~ 1' ~ SITE DISTANCE I WETLAND G, ~ ~A ~ / ~ ~
y,, ~ • ~ _ - - - i ~ REFER 0 ~ ~ r, ~ , ' ~ . ' \ \ ~ ~~ti , ~ • ; ~ ~ • ~ ..~ASE~lEA4T fTYP~) ~ ~ SHEET 42 FOR ~ ' r ~ - ~ / -
a, / e h, ~ - • o • ? • • • • w • • • _ e PLANTINGS ~ 1 ~ • ~ BE ~'ROT~G x~ _ D . • k ~ ~ ~ ~ 'a4 ~ VAR. WIDTH T.O.Q. • ~ ~ I , , ~ n ~ , _ _ ' ~ 200 loo loo 300 C~~ ~
k ~ , ~ r / ~ ~ • 1 ~ ~ - - - . , ~ \ / UTILITY AND \ ~ - _ _ , _ - - --s ~ / ~ ~C`? r ~
~ INELINE ESMT. , - ~ - ~ ~ ~ ~ ~ r ~ ~ ~ ~ GRAPHIC SCALE
• ~ ~ ~fi ~ ` ~ • • ~ ~ ~ , ~ PRIVATE { , `-PRIVATE 5H1~`R D ~ r,,~'~ - ~ I ° = 100'
t ~ ~ ~ ~ ~ ~ ACCESS E ACCESS E ENT ~ ~
y'~ , , t;l, ~ r - - - - , PRi~VATE SHAR~13 ~ ~ (DOWER S ,1~ u~ • I ~c ~ ® y , (LOYVER L H WAY)
~~~,'Cy ~ ~ ~ ; ~ ~ ~ . ; ACCESS EASEMENT I ~ i ~ ~ ~ ~ t ~ ~ ; n. Y C L ) ~ ~ CONTRACTOR SHALL BE RE5PON51BLE FDR ~ t f~~', ~ THE LOCATION OF ALL EXISTING UTILITIES
~ . ; . ~ ` LOWER SHI OH WAY I - t \ ~ ~ ~ ,,v\~ ~ , f~ . 1 / VAR. WIDTH T.O.G. `II I ~ ~ ~ ` ~ ~ ~ ' r k~ 1 I of ~ C~o'~! ' ~ ~f PRIOR TO BEGINNING OF ANY EXCAVATION.
, ~ ~ \ ';v`°'„~ ~ ~ / uTILITY AND ~ I I i _ . , ~ e y ~ , , ~ I I ~ LIMITS OF ' ' ' EXISTING UTILITIES SHOWN HEF~EON ARE
~ ` ~ ~ ~ ~ / PI~'ELINE ESMT. I I ~ ~;~1, / I ~ - ~ LANDSCAPE THIS DEV G 7 APPROXIMATE AND ALL ARE NOT SHOWN. tl5 DEV G TD BE UTILIZED A5 A ~ ~ ,b i;/
e ~~~;a, ~ ~ WETLAND TD ~~l I 1 w ~ c T ~ ~ I I / r \Ci'HASE 2) SEDIME ~A, =DIME BA51N DURING OCR
~ y ,;9~~ ~ i ~ BE PROTECTED ~ J { ' I I ~ ~ ' ~ ~ GONST ~TIOI ~ ~ ~ / ~ / i o ~NST ~TIDN OF PHA NG ~ ~ ~ f" 6~U 5E 2 D E / NgTE. a ,
t tik k ~ ~ k ~ ~ I i ~.~i i ~ ~ PHAS GONE t ~ ~ ~A, ~ ~l ~ ~ l 9 -IA5 GONSTRUGTIDN IS GDMPLETE, ~ °/f f' ~ ~ J?',,r' ALL CONSTRUCTION AND MATERIALS TO i3E IN
v i 4 ~ , ~ ~ ~ I I i I ~ r ~ THE ICE N' iE ICE WILL BE GDNVERTED T0~ ~~°°p~' ' r ,r p ~ / STRICT ACCORDANCE WITM THE ACCEPTED POLICIES
IN A TEN ORARY WET POND. BMi~ WILL 0`~ % pF THE TOWN OF MORRISVILLE, AND UNLESS o IN A TEMPORARY W~~~k~OND . SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
~ ~ / ~ t ~ , ~ , ~ f l ~ _ ~ t r U IL PHASE w IL PHASE 3 G(?NSI~GTION, ~ ~ k" r'' ~
~ b. ~ EXST. l / 1 SEDIMENT_B._ASIi~ 3 C ' . ,r ; " ,,r f OF TRANaPDRTATION (NGDOT) STANDARDS, ~ ~ ~ ~ ~ i`~ f,'~ SPEGIFIGATIONS, ~ DETAILS,
. ~ ~ ~ . ~ STREETYARD / ~ ~ ti - PdSStBCE FUTUt~E - ~ >s AV l ~ I i / I ~ - - 0 ~
t, ' ~ PHAS I ~ ~ ~ ~ ~ ~STORMWATER TLAND D . ~ ~q , r~;r' NOTE: . . ~~~Y r,? ALL LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY. N
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: _ ~ _ % SHIL4H M4RRISYILLE LLG - s ~ = L _ / g83O GaLONNADE BL1/D., SUITE boo = •
_ d „G . ~ ~ i';' SAN ANTONIO, TX 7820-22Oq t'~G'(
r - ~ t l \ . ~a t~A , ~ fi / ; ' ~ PH. 210.641.8487 FAX. [phone] q ~ r ,f ~ ri ~ / C/ `boooo
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f,.~~/' f~ ~ ; % APPROVED FOR CONSTRUCTION U
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~t ~ ° ~ ~ G ,r, may/ rG ? ~ / f 'F/ ~ , Signature: ` Date; e t 3 ~ ~ ~ ~
k. 1t. . ~ ~ r apt r` ,i/ r'' . ~ ~ J, . ; f ~ ~ ~ Town of Morrisville, T Engineer oate/Initials Q
r M- ~ ~ ,i f ~ Engineering: l
i m ,:'f Planning: q
E ~ ~ ~ ~ t t %~r' ~ - r' ,~'r ~ Other (specify):
V 0 ~ A V i ~ ~ - ~ ~ ~ / ,y"
F ~ .t~ ~ ~ ~ / r i ~ 3 1
~ ~ ~ I ^ - , 1 . ~ /r` , ~i ~ Signature; ~ Date: Z ' ~ ~
r , ~ ~ - fi . , ' ~ Town of Cary Utilities, Water and Sewer
~ ~ ~ n 3 J ; ~ , ;e+° ' -

OR FORMRLY LAD05 LLG rngineenng mspec~ion 3eY ices must oe cnnraczeo ty1~14ns-oyuo !t a mi ~m~u ® Le4 no~~prior to
V 12165 PAS 1415 \ VT ~ \ e / MIN 07-064817fF 1 the commencement of an construction activities,
G0 N 5 T R U G T 1 0 N PLAN SUBMITTAL REV I S I QNS:
SGAL~: I =100 VIEW COMMENTS OT-2 I - I 0 BRIE
DATE: "RALL REVIEW COMMENTS 10-15- 10 ST , RAVEN ASSOCIATES, N
i~ SH I LOH CROSS I NG PHASE :2 OVE: LANDSCAPE FLAN EEV IEW COMMENTS 01-04-II
LAND USE CONSULTANTS PLANNERS I LANDSCAPE DESIGNERS /SURVEYORS /ENGINE3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone]. Email [e-mail] l Firm 4]E
F MAY 4, 2010 SPONSORED BY: 5H1 LOH MORRI SVI LLE LLG PROJECT LOCATI ON.- MORRI SVI LLE, N. C. PROJECT: 2001-009.001
F \LAKF) PROJECTS\XOTHER5\2009-009.001 SHID.ON GR0551NO - MCRRISVILLE\D,6,CCAASTRUCTICN\4TH SUBMITTAL\ IT-OVERALL-LANDSCAPING-100.DWG , Jdo 06, 201 1 - 2:43 PM , &RE& RELEASED FOR CONSTRUCTION

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Boa o~>a d~%~ 4 ~~i" f ~n~~:. ~ f i~l r~ .,m ~ n a `~-1 . , r~ <>; lV i UO OO~UO i/r o
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~ QP ~ ~ vyw ~ '~1 T J j, ~f _
,~l , 2 ~ ~ ~ ~ ~r $ ~ 1 a,,,„ t ; ~ ~ t+,y; ~ t
ia, y,~ EXISTING I r,,, ~ i.., ~ ~ _ it ~ ~ .q V +6
~ ~ ~ A'~~d 1 2a STREETYARD ~ ~ 7 , 1 ~
~ ~ t , c1 "e., ~ ~ l
i ~ ~ ° (PHASE U ,;r , , ~t ? , ~ ~ b ~ ? e~,~, a.l. w„ _ ~ „ar_ ,v1L< ~
4• I ~ ~ SOD STRIP (TYP,) ;a 16 ? ~ M' ~ , ~ v ,;,,k ; ? ~4 4 ~ ~ ~ ~ ~ "v~~~~
, ~ ~ ',ri_; ~ 2~ t%~T~, ,yy
e 1\a\ \v ~ ~ , ~/df~1, ~ , ~ ~,v•t. v~~ ~ G ~E P~ f~E PROTEGTED~ ~
~ , `p; , 1 . ONGE FINAL GRA I , ; ' _ ~ ~ ~ ~-1~i ~
, ~ DES ~ ~ STORMWATER ? , ~ PRIVATE SHARED ~ ~ , , , p ~ ~ , ~ E5TA$L15HED AND ~ OF TOPSOIL , ; , WETLAND B,
y v AGGESS EASEMENT ~ ~ '1 t~~ ~ ti ' REFER TO ( ~ ~ ~ ESPREAD, SEED BACK DISTURBED , ~ !~i, ' ~ ~ ~
' , (LOWER SHILOH WAY) / , SHEET 42 FOR ~ 1 ~ _ IN AGGORDANGE WITH SEEDED a ~ ~ \ ~ ~ ~ ~ ~ ~ ~ PLANTINGS U _
' ~ PREPARATION AND SEEDING / ~ r ,r VAR. W TH ~ _ - v
v ~„v ~ SCHEDULE ON SHEET 23, ~ , v ~ ~ ~ ~ TOWN'OF A , ~
` ,PXJBL UT I TY '
~ / 3 RADIUS MULCH ` ~ MSE R
, / RING TYP. v \~~v ~a ~ / / ( ~ ~ o~~ ~n:~0 WALL (B .u, L L 5 wAL~iE ar or Il~~s~ ~ M~ST~k, I~ ANT I T
\ ~y v ~G ~ Av k: s ~ ~ ~ ~ ~ ~ ~ e~., ~ LI ' ~ a , ~ v,,, ~
~~s; ~ ~ ,v ONE FINAL GRADE I a ~ ~ ~ ~ , J !CET QUAN, Tt`PE GOI'1MON NAME SGIENTfFIG NAME P4.ANTINCs SIZE NEIC~NT 120pT LOCATION 5{3ACINCx LaT ~
, ~ ~,y ~ TEE ESTA LISHED AND 4 OF T4P501L ~ , ~ ONCE FINS \ , ~ ~ , ~ J~J \ 1~ ~ bra i ~ ONCE FINAL GRADE 15 ~ h o.G.
,1 P TEGTION RESPREAD, SEED BACK DISTURBED , ~ * ~ ;y E5TABLI5HE v,\, ~ ~ ~ EE ING ~ E5TABL15HED AND 4" 0J= ~ tR~Es
IN ACCORDANCE WITH SEEDED , ; TOPSOIL ~ ~ (TYP. 10 x "f0 51GHT r , , , 14 , ~ . PREPARATION AND SEEDING . ~ SEED BACK TOPSAIL RESPREAD, ~ G ~ AID 41 TREE t~ MAPLE OCTOe~ C,I.OR'f ACkR ~IJ<8R11M ocTo~ r~LoRY 3,5 CALI}~ 14 i3p3 5TfiEET SEE PLAN
~ ~ DISTANGE ~ ~ ao LI e ~ ~ ~ ~ SCHEDULE ON SHEET 23. ' \ ~ AGCOR~ SEED BACK DISTURBED IN L) ~ ~ WILLOl1l OAK QUPRCUS PI-ELLG~IU 3,5" CA~It'1=R 14' 1~3 S`f12EEi' 5~~ PLAN ACCORDANCE WITH ® T0T'~ ;n
~ ~ EASEMENT v ~ ~ ~ ~ ~ ~ A - ~ ~ ~ SEEDED P SEEDED PREPARATION 3 ' ~ ~ UNDERSYOR7 TRESS
~ v ~ - ~ SEED BAC,f~ p / ~ ~ , ~r, ~ ~ 4 AND SEEDI I AND SEEDING SCHEDULE LI for Tf~E PE MYRTLI: NATCI~Z UIWITE LACaERSTROh11A INafcA 'NATCNE 2 CALJPE(2 12MIN. 5TC7L1^1' S~ PLAN
~ F i 'ti ~ ~u ` ' DISTURBED ' ~ ~ ~ t ~ r t ~ ON SHEET 23. ! ~ !
B ~ ~ 'Q ,r ~ ~ PRIVATE SHARED sNRUl3s
~ ~ y~' ~ ~ vK~ LI ~ - ~ `~a, ~ - P IVATE SHARED 5 ~ v ~ ~ v~',y ~ ~ ~t,,_ ICx 99 51~~IRUSs INK~t~RI' I-t"JLLY ILq( Cd.A1~4 24" MIN. CGNT, i'ONq 6' ACCESS EASEMENT 1 j , Mc ~i sly sout~paN iuAx MYrztL~ M~rRica G~aII~aA 4s MN, ~ ~ a
e ,v ~ AG E55 EASEMENT G2P ~ ~ ~ I ® 'yV ,i3 gg 5W~3 SARGENTv ~,IFll?'~R JUNII'ER~i CF41NEN515 5At2Cz):NTII S MIN. CON7, MEC7IAN 3
, , \ TOTAL 148
~ L 1~ ~ /,`y i ht r ® SC v ~ ~ SOD / r ~ 57
~ ~ ~ STRIP, STRIP ~
ti -,m ~ ~ ~ ~ ~ ~ ~ o , ~P'~ SIGHT DIST NGE ~ ` EASEMENT ~ ~ GOLL~GTOI~ ~T~~~T TR~~
~ ~ ~ , -r ~ % ~ ! fi~L~NT KAY I2~C'~UII~~M~NT G~LGUL,~TIDNS;
~ x1051GT
~ a ~ ~ ~ ~ DISTANGE ~ ,r ; ~ , ~ o ~ ; Q~ SHADE tREES; \ ~ ~ ~ ~ ~ ; !t ~ t4TAL LENGTH OF 5TREETYARD (LE) LP
~ I ~~u. - ~ EASEMENT ~ ~ ~ ~ ~ ~ ! ; a J5 - SARGENTS .JUNIPER *TaTAL SHADE TREES REQUIRED (~sso~.o2) 11 EA TOTAL SHAM TREES PROVIDED 11 EA
, , > ~ ~ ~ ~ o ~ 3 RADIUS MULCH ,i ~t 2 ~J 1 I~JDERSTORY TR~S:
~ ~ ~ \ > ~ ; / RING (TYP.) ~ ~ v ~ ~ ~ aP r ~ s ~ ~ ~ , ~ IG - INKBERRY HOLLY TOTAL LENGTH OF STREEtYARD (LE) ~n LF "'"TOTAL UNDERSTORY TREES REQUIRED 03550".03)101 EA
, d ~ / ~ ` ~ ~ ~ ,io q 4' ~ t MG WAX MYRTLE TOTAL UNDERSTORY TREES PROVIDED 101 EA
~ ` ~ vv ` ~ ~ LI , _ ~ ~ ` ~ ~ *ASSUMES 2 TRfE3, PER IDO LP (2!100=.0~ PER LF)) ~ _ ~ ~ ¦rA5~9 3 7REE5, PC-E2 100 LE (3/100=.03 PER LPl
\ ~ ~v ~ v ~ / LI - ,;r~ ~ ~ LI -GRAPE MYRTLE "NATGHEZ WHITE°
~ A ~V ~ ~ ~ ~ ' ,i D VAR. WIDTH /JC/ f r •`.W
~,1 ~ ~ i r o / TOWN OF GARY a
+ ;r;~ ~ ; ' PUBLIC UTILITY _ ONCE FINAL GRADE 15 ~ ~ ~ ® o AR -RED MAPLE "QGTOBER GLORY°
k A ~ ESMT• (TYP.) 20 PDT ~ ~ ; ~ ~ a< ESTABLISHED AND 4 OF TOPSOIL ; / ~ l`,
~ '"u 1~; r~~ ' ~ ; RESPREAD, SEED BACK DISTURBED
~ ~ , ~ ~ I,: ,3~ J; . \ IN ACCORDANCE WITH SEEDED LNG , , ` 4 / ; n , QP- WILLOW OAK Q, ~
\ , ~ PREPARATION AND SEEDING ~ ~ ,,gyp, Q G
~ , ~~r' SCHEDULE ON SHEET 23. ~ R ~ 2 ~ 2O' PDE loo so 25 50 150
4~ ~ ~ ```a ~
~d 0 ~ ~ ~ . ~ MSE RETAINING / ~ . / ~50D NOTES: GRAPHIC.SCALE
~ v ~ / W~TL T B . k ~ ~a\., ~ ~ WALL (BY OTHERS} , ~ F ~ , ~ s ,PROT, G D I"=~Q'
v ~~t V A'J~ , ~ ~ ij y ~ ~ v \gA~~` ~ i. INaTALL 4" TOPa01L AND
\ ~ \ J 'V ~ / ' PREPARE SEEDBED PRIOR
' ~ ~ y ~ TO INSTALLING 50D. r
~ 7. A 1~..~e 1 1„q°~'I. J 2, INSTALL 50D SUCH THAT CONTRACTOR SHALL BE RESPONSIBLE POR
V ~h ~ '\e l Vvy ~;y,~ Q,, } ~ n T DRAINAGE OPP SIDEWALK 15 THE LOCATION OP ALL EXISTING UTILITIES
1 0, ~ ~Av / l / NOT BLOCKED OR IMPEDED. PRIOR TO BEGINNING OP ANY EXCAVATION. EXISTING UTILITIES SHOWN HEREON ARE
V A ? y._ ' 'fir ~ ~ ~~a V ~ ~ r / ~4 ~,i i ~ r ~ ~ ~ ~ i / i APPROXIMATE AND ALL ARE NOT SHOWN. r{
a, 1 „A s ~ ~ ~ ~ , Qi , 7 ~ _ 6.J
\ ~ ~ ~ ~0 y ~
i ~ r ~ ~ a ONCE FINAL GRADE 15 ADE 15 / PDE =PRIVATE DRAINAGE EASEMENT NOTE:
~ ESTABLISHED AND 4 OF TOP5011 'e k ~ ~ ~ a ..J~-~ ~ ~ A ~ ~ ~ RESPREAD, SEED BACK D15TURBE DE TQPSQIL ALL GONSTRUGTION AND MATERIALS TO BE IN
~ vv ~ ~ ~ IN ACCORDANCE WITH 5EE ,K DISTURBED ~ STRICT ACCORDANCE WITH THE ACCEPTED POLICIES t71 TH SEEDED ! OF THE TOWN OP MQRRISVILLE, AND UNLESS i
~ ~r ~ ~ DED l ~ ~ l;.G~ r ~ x PREPARATION AND SEEDING SEEDING SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
0 ~ A ~ SCHEDULE ON SHEET 23. iEET 23. / OP TRANSPORTATION (NCDOTI STANDARDS,
~ ~ r~, ~ ~ ~ " I SPEGIFIGATIONS, ~ DETAILS.
, ~ 1 r> TREE PROTECTION ~ ~ 0 ~ v~ FENCING (TYPa
, \
~ .r ~A ~ , !
` ~ .t EXISTING ` ~ I ~CAR~``''%,,
~ 'v. ~v ` ~ ~ 20 STREETYARD ~ °v V ~v a ~ PHASE I I EXISTING TREE LEGEND PR,nt~~f2TY WN~i2 AND BSc D~~~ ~
~ e ~~,~0 ~ s~~ \ 1 G CEDAR AtPPLIGANT.~ F~~ I ~
~ ~ \ 1 1 ~A ;i ~ ~1M SHILOH MORRISVILLE, LLG _ SEAL $ = M MAPLE x830 COLONNADE BLVD., SUITE 600 ~ 69
~ ~ V , ~ ~ 1 ~ ~ I ~ ~ ~,J \ 1 ' ` ~:t,, ' ~ >R 55 SETBACK o OAK `
! ! OG OAK CLUSTER SAN ANTONIO, TX '18230-224Q ,c9~
~ ~ ~ r~r' ~ ~ Do C70UBLE oAiC PH. 210.641,8487 PAX. 210.b41.i3463 E ~ f ~ otoao ~ ti
'v ~ V ~ V ~`n~ ` ~ ' V , 1 To TRIPLE OAK '%°,~Fy D.
~ r ~ ~ ~ ~ 1 DP PDOUBLE PINE '~rrrli?ir?l~,r`~
~ \ ~ t 0`~.~ ~ \ a~, 1 ~ .J PO POPLAR Town of Morrisville F
'~A v i ~ ~ . ~ ~ ~ ~ r . APPROVED FOR CONSTRUCTION U
~ ~ l~ ~~1, A- ~ i r a,.~ 2 r(; ~ \ ~
,~,-,~~z~,. I-540 BUFFER TREE PLANTING Signature: Date: { t~ 2.~lt W REQUIREMENTS TD BE MET Town oFMorrisville,~ n En sneer Date/Initials
s ~ - ~ k' ~ , ~ WITH EXISTING TREES AS ~
~ v vv ° ~ ~ s SHOWN ON SHEET 2Q. SHRUB Engineering: REQUIREMENTS TO BE
t ~ " ~ ~ t SUBMITTED POR REVIEW AND Planning:
APPROVAL WITH INDIVIDUAL Other (specify): SITE PLAN SUBMITTALS.
y\ ~v ~ , k-~~, =>-o -gyp SHRUBS WILL BE INSTALLED BY
~ , INDIVIDUAL LOT DEVELOPERS. Signature: i0p Date:
~ ~ ~ ~ ~f ` ~ Town of Cary Utilities, Water and Sewer
e ~ ~ , -E ~ v. NaTE
~ ALL LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY. Engineering Inspection Services must be contacted X919) 463-694? at a minimum 74 hours priorto
~i the commencement of any construction activities. .f 6 L~
r
00N5TRUGTION PLAN 51,113MITTAL REV 15 1 ONS:
SCALE I " =5a k REVIEW COMMENTS 07-21-10
DATE: MAY 4, 2010 REVIEW COMMENTS IQ-15-10 PRIESTICRAVEN AsSOCIATES,INC.
SHILOH CROSSING PHASE 2 -1 F ~ LAND5CAPE PLAN REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT.aa9 009, aoi 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300. Fax 919 / 782.1288. Email [e-mail] / Firm 9: C-0488
LOTS 2*wnb ISPONSORED BY. 5HILOH MORRI5VILLE, LLC PROJECT LOCATION: MORRISVILLE, N. G,
R \LAND PROJELT5\X9THER5\200°,-009.001 3HILOH GROSSING - MXPI5VILLE\DI6\C,0N5TRUCTION\4TH 5UBMITTAL\ 18-LANDSCAPING-LOTS-2-b-100.DW5 , J d n C6, 2011 - 2;43 nM , 6P.EG RELEA5ED FOR CON5TRUOTION

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s' _ to tn7~- ~
_~y ic~ / 6
' ~ , _ T~ UNNAMED TRIE~JTARY J !A~ , ~ dry ~ q 4.~ ` ~
~ y~ ,p TO STIRRUP IRON ? ~~s~~, ~
/ ' ~ GREEK (PERENNIAL F- ~ ~ 'z.;`i'~,1` ~ 1 ~ STREAM)
~t ~ `T., NEUSE RIVER BUFFER ~ ` ' ,.--w. _ ~ ~ /
i ~ aua~. wig ~ ~ ~ A~ _ U1 - ~ ~ . ~ - ~ / ~
fl. - i/' ~ ~~e. .,i~_ J .n. ~ ~ ~ V V , ~ w~ ~ ~
.c :Jays .liL,. a~U1t a.~~J::. ~I~.~ au. ' .u.;!a. _v.tt. ~ ` \ aw. .oixv ~ x. ~ ~ A h~.
1 \ . ;u u „~u~ ~ .~uz mfta .T;~z. s+~a- aa4: ~ ~1 L~ iyYr ~ ~~T ~ ~ ~ ~ A A~ ~ ~ ~ ~
. _ !JET A ` TO ~ - L ND
~ _ r i,„ pit r ~~a / ~ ,.~f ~ \ ~ ~ ~ . BEaPRaTE~TE~ , ~ . 1 ~ ~ ~
u v w a_ ~ ~ v _ 1~~ ~ ~ ~ ~ ~
\ ~ ~ K1 ~ ~ ~ . ~ . ~ y ~ A, ` ~ ~ ~V
~ ~ is a.F. s~~ u.. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ ~ , . - 4 _ ~
~ 'cam".~--?=A ,~i A ~ y~`~~~,~ ~ ~ ~ ,V ~~r4 V ~ V ~ ~V~ A ~ ~ ` ~V ~ 1 ~ ~~f
~I ~ `
\ ~ I
~ ~ C JVD O ~ A~ ..y 4 V V ~,7~V . ~ ~ ~ V A ~ ~ ~ A ~ ~ ~~a
TRIP ~ ~ ~ ` I ' '
l ~ ` 1
1 ~\,y` ,A

r ~ ~ ~ ~ I ~ ONCE FINAL GRADE IS ~,r• ? ~ ~ ~ ` ~ l~ ` KEY ClUAN, TYPO COMMON NAME SCIENTIFIC NAME PLANTING BI2~ NEICs1dT f~pOT t-OCATION 9PACINCs
ESTABLISHED AND 4" OF TOP501L r • ? ~ - ~ k- ~ ~ ~ V ~ O.G,
RESPREAD, SEED BACK DISTURBED ® ? ~ ~ ~,.1 ~ TREEv
~ ~ IN ACCORDANCE WITH SEEDED ~ ? ~ 10 x '70 ? \ AR 41 TREE i~D h1APLE OCTOBER CaLOR7 AGER RUHRUM OGTOt3ER GLORY 3,5 CALIPER 14 ~ uTI~EE`I" SEE PLAN
~ l SIGHT PREPARATION AND SEEDING ~I1 DISTANCE B RADIUS ~ \(y QP 30 TREE tNLLGIU OAK cY~RGU5 P+~LLOUI 3,5 CALIPER 14 p~-3 9TI2EET 5EE PLAN \Y 7c7iAL 71
~ MULCH SCHEDULE ON SHEET 23. ' i I ESMT. 1 ~ _ . 1 ~
QP RING (TYP.) ~ ~ ~ I ~N ~ 5 ~5 SOD bb ? ~ ~ ~ < ~ ~ UNDERBTORY TREES CJ ~ LI 107 TREE RAPE hTPi~7l..E NATCNEX U11-IITE LACxEfi'~''iTf~OMIA INC7ICA NATCI-IE 2 CAU~'ER 12MfN, ~ STRE>=7 SEE PLAN
~~01 q TRIP N ~
I ~ _ STORMWATER ~~Y 20 PDE _ ~ WETLAND C, ~ ~ _ - ~ \ 3NRUB~i
k-`~ 0 REFER TD ' 1 ~ ` ICs 39 vHRUP INkE3ERRY FULLY ILEX GLAl31~A 24 MIN, CONT. POND G ~ ~ I-IC 61 5FR118 50UTFE#~N IUAX h1YRTLE MYRICA CEF'.IFEI~,4 48 MIN. _~.._PONp - - 8'
-7i ~ SHEET 42 FOR ~ WETL~AND,TQ .i, J9 SB SFRUk3 SARCs~lT9 JUNIPER ,AkJI}~ERUS GFINEN915 SAi~CaEN711 8 i-iIN. CUNT. MF~IAN _ ~T__._
~ ~ ~ ® 4 ® ~ '.~i~, , i ~ PLANTINGS - _ ` ' BE; PR~}~GT~~ TOTAL 248 u k
~ ~ - ~ f. ~:~7' V
_ _ _ A ~ ~ ~ ev'x. ~ ~ , h . P ~ . _
~ a;y. - .L E' ' ro4 ~ {I Q GOLL~GT(~R aTR.~~T TR~~ ~ ~ ` ~ ~'LA~NT KAY
~~~ff X71'1 h, 1~ f'/,T ~1. '7~.'~/ J.A ; ~/f lxf Ie l j.. 1 bY,:' t ~C ! _ r' / _ - 1 ~~~~/~,r l;~ I i /i of ,L' ~ y ~ ~
i ~ lLJ rJ~ Ff ~ 1 ~.1,1A ~ ;r ~ r r ~ i r - , ! ~ ~ ~ .
_ ~ - _L- ~ ~ r-_. ~ ~ r w / _ . o , SHADE TREES
~ O © % f 7 _,F° ~ rorPd. LENGTH of STREETrARD ~5o LF 'U }l TOTAL SHADE TREES REQWRED (3550'~,p2) 7{ EA
i d / r , ~I , L ~ / ~ ~ ti " 20 PDE SOD I • ~ ,~(.IL` lj/~+e,'!%S ~ ~ ~ , o J5 ~ SARGENTS JUNIPER TorAL TREES PI~/IDED 71 EA
,i ~ t P ~ > ~ L I MI T5 OF ' ~ ~ uNDER~TORY T~E~~ ~ LANDSCAPE 6~ IG - INKBERRY HOLLY TOTAL LENGTH pE STREETYAF2q lLP) ~5O LF
20 PDE PRIVATE ~IARED TYP.) , : ~ ~ • , -W- - ~ ACCESS EASEMENT ~ ~ _ ~ ~ r~ ~ . ~*TOTAL UNDERSTORY TREES REQUIRED l3550'".p3)~0"I EA ~ (PHASE 2~ ~ ~ TOTAL UNDERSTORY 7R~5 PROVIDED 101.EA
rl ~ - ~T.- 0 5 II 22 (LOWER SHILOH WAY) 0 - ~ ~ t.r i ~ ~ r , ~ i MG -WAX MYRTLE ~Aa~,MES ~ TREE, PBR loa LP (zloo=.02 PER LP)
QP LI , , ; ~ / 1 *~A9al1MEv 3 TREES, PER 100 LP (3/100=,03 PER LF) ~ ~ ~ ' ~ LI -GRAPE MYRTLE "NATGHEZ WHITE"
~ ~ . ~ / MULCH i , ri
~ RING (TYP.) ~ ~ a r - y o'~ ~
VAR. WIDTH . 20 PDE r'..~, ~ F_ ! ~ ~ 1 o AR -RED MAPLE "OCTOBER. GLORY" .
~ VAR. WIDTH °r~ ~ ~ ~ ~ ~ TOWN OF GARY I I / ~ _ ~ ~f r , \ ~ PDE =PRIVATE DRAINAGE EASEMENT
TOWN OF GARY ~ © ~ I I I Y x ~A~ PUBL G UT L T f PUBLIC UTILITY ~ 0' PDE • ' ' " ~ ~ a QP- WILLOW OAK
ESMT. (TYP.) 40 - ESMT. (TYP.) ~S ~ 'i ~
1
ONCE FINAL GRADE 15 ~ I I / 1 \ ~ ~~.N~ NoTE:
ESTABLISHED AND 4" OF TOPSOIL RESPREAD, SEED BAGK DISTURBED ~ U, \ ALL LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY.
~ IN ACCORDANCE WITH SEEDED ~ ~ ~ ~ I. INSTALL 4" TOPSOIL AND
I ONCE FINAL GRADE 15 I PREPARATION AND SEEDING ~ ~ ESTABLISHED AND 4" OF TOPSOIL r-~` ~ SEDIMENT BA51N #3 J \ PREPARE SEEDBED PRIDR
SCHEDULE ON SHEET 23. ~ RESPREAD SEED BAGK DISTURBED.. 'I POSSIBLE FUTURE ~ 70 INSTALLING SOD. 140 50 25 0 50 15p
' ,.`~;'4 IN ACCORDANCE WITH SEEDED ' ' STORMWATER WETLAND D \
ONCE FINAL GRADE 15 PREPARATION AND SEEDING ~ (PHASE 3) ~ 2. INSTALL SOD SUCH THAT
H D LE N H T 1 ESTABLISHED AND 4 OF TOP501L f SG E U 0 5 EE 23 ~ I (l DRAINAGE OFF SIDEWALK 15 NOT BLOCKED OR IMPEDED. GRAPHIC SCALE
I ~ RESPREAD, SEED BAGk DISTURBED ~ 1 TH15 DEVICE TO BE UT LIZS A ~ I" . 50'
IN ACCORDANCE WITH SEEDED I _ - ~ ~ ~ I + ~ SEDIMENT I~kI~JlR'I i ~ ~ TION OF ASE 2. ONCE ~
PREPARATION AND SEEDING 0 i 2 INAL GRADE 15 i ` CONTRACTOR SHALL BE RESPONSIBLE FOR PHASE 2 GONSTRUG ION 15 COMPLETE, THE LOCATION OF ALL EXISTING UTILITIES
SCHEDULE ON 5HE1=T 23. , ~ ONCE FINAL GRAD ' TREE PROTECTION STA ISHED AND 4" OF AND 4" OF TOP501L THE DEVICE WILL B GONVER TD PRIOR TO BEGINNING OF ANY EXCAVATION,
l s ~ I / FENCING CTYP.) / ~ S AD, SEED BAGK D :ED BACK DISTURBED A TEMPORARY WET Py0 P WILL \ EXISTING UTILITIES SHOWN HEREON ARE O
i ~~F,___ ~ ~ / _ IN A ORDANGE WITH ~ w I ANGE WITH SEEDED REMAIN ~OR~RY WET POND APPROXIMATE AND ALL ARE NOT SHOWN,
/ T AN I , _~I _ PRE ARA ION D ~ "ION AND ~~y~NTIL PHASE 3 GQNSTRUGTIDN.
~c`~ / HE~IL-E-OiT`5HEET I i TP TP TP I ~ " ~ ~ ~01~`5HEET 23. ~ .Tp TP ~ / r
~ , , q ~ y d I ~ ~ 7P w_ TP NDTE;
FAR 1 ° ~ r:' ~ a • ~ ALL CONSTRUCTION AND MATERIALS TO BE IN Q ~ ~ STRICT ACCORDANCE WITH THE AGGEPTTI=D POLIGI~ _ _
~ ~ ~ OF THE TOWN OF MORRI5VILLE, AND UNLE5S SPECIFIED, DEFER~a TO THE NORTH CAROLINA DEPT.
-I ~ ~ QF TRANSPORTATION MGDOT) STANDARDS,
ap rp Q Q SPEGIFIGATIONS, 4 DETAILS.
~:1 540 BUFFER TREE PLANTING / .gyp REQUIREMI=NTS TO BE MET 0 ~ l
WITH EXISTING TREES AS
~ , . SHOWN ON SHEET 20. SHRUB REQUIREMENTS TO BE
~P ~ SUBMITTED FOR REVIEW D o ~ o`'~~ ~ Ai'~'LIGANT: ~
r,/ APPROVAL WITH INDIVIDUAL rte.--~....._.____ ~p SITE PLAN SUB . T-TA~.~~" --°-M_~_. r o~ I H MORRI VI E G AL r ~ ~,,.i 9830 COLONNADE BLVD., SUITE 600 ~ ~ 26 7
SHRUBS-WfL~C E INSTALLER-$~'-_____.,__ , lN@iVCDUAL~.L4T ELOPERS. `'`T-.~-_.~~ r' SAN ANTONIO, TX 18230-2209 ;tp ~ 2D ~ ~
~ s ~ PH. 210.641.8487 FAX. [phone] '.,~'1',9~ ~ E~~~~~'''`:
I-540 BUFFER TREE PLANTING °+i~Fr Z
REQUIREMENTS TO BE MET ~~'~~+rrrrDi41h4~~°°°° WITH EXISTING TREES AS LL
SHOWN ON 5HEET 20. SHRUB Town of Morrisville r
_ r,,,, ._.-r _ _ 4 _ _v REQUIREMENTS TO BE _ SUBMITTED FOR REVIEW AND ~ APPROVED FOR CONSTRUCTION
_ . _ _ _ _ _ _ ~ ~ APPVAL-WITH TNDfVIC2UAL
SITE PLAN SUBMITTALS. . W SHRUBS WILL BE INSTALLED BY _ Signature: 1 ~ bate: I j3 , p
INDIVIDUAL LOT DEVELOPERS. Town of Morrisville, T Engineer Date/Initials
EXISTING TREE LEGEND Engineering: / o
G GEr?AR Planning; IQ j
6 GUM
M MAPLE Other (speGfyl: 0 pAk
OG OAK CLUSTER
Do DOUBLE oAK Signature: F~ Date: Z
TO TRIPLE OAK Town of Cary Utilities, Water and Sewer
P PINE DP DOUBLE PINE
PO POPLAR Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to n
the commencement or any construction activities. LL~
CONSTRUCTION PLAN SUBMITTAL SC&E; RS SHAWN LANDIZ05CAFE PLAN REV 151 ON5: REVIEW COMMENTS 07-21-10
REVIEW COMMENTS I0-15-10 PRIEST,C--A-VEN AsSOCIATESINC. REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
SH I LOH CROSS I NG ~ PHASE :2 DATES MAY 4, 2010
PROJE( T. 2009-009, 001 . 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
SPONSORED BY. 5HILOH MORRISVILLE, LI.G PROJECT LOCATION: MORRISVILLE, N. G. }:1LAN-)P EGfS\Y,P'NEkSV2P~} 9.001 SHILOH CPLb5lNb - MORRISVILLE\UW6\Ca15Ti~lJCTIC)N\4TW SUBMITTAL\ 19-LANC5CAPINC-L0T5-7-I9--IGO,UWf , Jon Ob, W I I - 4:C6 PM, (,RIF
RELEASED FOR CONSTRUCTION

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PHASE 2:
- _ - _ T~ TOTAL LENGTH OF E~IFFER (LF) 14,25 LF
"'TOTAL TREES REQUIRED (1425".1) 143 EA
~ ~ II EXISTING TREES PRESERVED PINE 101 EA
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4 ~ ( .Pl ~5~' 4"P ~ 8 ~p ~ Q GUM 3 EA / IO"O ~ TOTAL EXISTING TREES PRESERVED 143 EA
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/ ` , ~ 8e'0 4"P. ~ o *TOTAL TREES REQUIRED (1885*.I) 18q EA
\ 5"P~ q 12'0 - q2"0 6'P ~ 80 ?q"0~ ~o~ ~ / EXISTING TREES PRESERVED
l'Pb"P 5•P 4. 0 4,~~ 4'G - ~ ,~p) ~q~ip;~ 10°0 . yP ~ ~ i~ I I ~ PlNE: 322 EA ~ OAK ~8 EA
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~ (5EE SHEET I1 TOTAL EXISTING TREES PRESERVED 433 EA ~ ~ FOR LOGATIQN) "ASSUMES 10 TREES, 4" DBH AND GREATER PER IDO LF (10/IOO=.1 PER LI=)
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A~PPLIGAN7: - SEAL
I~TA~IL SHILOH MORRISVILLE, LLG = ~ 2137
(5EE SHEET 17 FOR LOGATI ON) 8830 COLONNADE BLVD., SUITE 600 S '3~o~~Ca; SAN ANTONIO TX 18230-220q '.,'A,~~N~~, ~
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Town of Morrisville r~
rP - TF? `FF?: - - 1 P \ 1 ~ I-540 BUFFER TREE PLANTING R~QUIR~MENTS S,F, ~41P <4V'P~ ~5 ~ ~ f TO BE MET WITH EXISTING TREES A5 SHOWN ~ APPROVED FOR CONSTRUCTION U
~ ~ : ~g~~p> ~ ~ ON TH15 SHEET. SHRUB REQUIREMENTS TO BE W
. SG C4 JP 4 ~ P ~ ~g~ SUBMITTED FOR REVIEW AND APPROVAL WITH Signature; ~ Date: 1 43 I i TI~ CONTRACTOR SHALL BE RESPONSIBLE FOR Tawn of Morrisville, n Engineer Date(Initials
g`p ~ N171VIDUAL 51TE PLRN SUBMITTALS. SHRUBS `4P S~Pr ~P ~ ( ~ I WILL B~ IN5 VIDURL LOT 7 THE LOCATION OF ALL EXISTING UTILITIES
10''0 1 8°~ 4l~p ~ 4„0 ~ ~'P/ 4~ TALLED BY INDI PRIOR TO BEGINNING OF ANY EXCAVATION. Engineering:
EXISTING UTILITIES SHOWN HEREON ARE Planning; Il(gjl( i~.~,
_ j 900 APPROXIMATE AND ALL ARE NOT SHOWN. Other (specify):
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Signature: Ar Date: ALL CONSTRUCTION AND MATERIALS TO BE IN
ioo so n o so iso STRICT ACCORDANCE WITH THE ACCEPTED POLICIES Town of Cary Utilities, Water and Sewer
17ETAIL ~~G~~. p1= THE TOWN OF MORRISVILLE, AND UNLESa
SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT, Engineering inspection Services must be contracted {919) 463.6907 at a minimum 24 hours prior to n
(5tt SHtt i i I rUK LUCeA i IUNI GRAPHIC, SCALE OF TRAN5PORTATION (NGDOT) 5TANDARDS, I the commencement of any construction activities. , 60 L
5PEOIFIGATION5, 4 DETAILS. f
REV151ONS:
coNSrRUOrloN PLAN SuBMIrrAL 1 SCALE: AS SHOWN V COMMENTS 07-1-10 PRIEST, R AVEN &AssUCIATES, NC.
mm540 BUFFER 1 REVIEW COMMENTS 10-15-1
PHASE 2 DATE., MAY 4, 2010 REVIEW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS l LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
SH I LOH CROSS I NG f 3803 - $ Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone] , Email [e-mail] 1 Firm C-0488
PROJECT 2009-409 001 1 'E=x I ST I NIS TREE SURVE'*r E SPONSORED BY: SHI LOH MORRI SVI LLE, LLC PROJECT LOCATION. MORRI SVI LLE, N, C.
F \LAND PROJECT5\XOTHERS\2003-009.001 5HILOH CROW N& - MCRR15VILLE\OI'I5\L0N5TRUCTION\ 4TH SUBMITTAL\ 20-LANDSCAPING-100-YL-BUFFER-20,D%-IG , Jon Cb, 2011 - 2:42 PM , CREG RELEA5ED FOR WN5TRVCTION

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tUIT+~ l'INAL EXISTING ~ 12
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la I 1/4-1/3 ABOVE FINAL EXlSC1NCx GR,4DE. J
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6 EAR'CNEN SAUCER 11
1 4" M111.Gi~4 LAYER f5~ NOTES FOR Sf~CIFfED tYPE) 11
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' I SI S Ofi It AS 5~~~~~N I~AOTBALL la M NJ PLARIN~x DE P a}'ACING SHIXllid. SCARIFY Sf1~5 G~ Plt 50 tNAt tF~ SfDES NO LING
I ARE Not SMOOtwI 0R GLA2~D. t W t t71+ A5 T D $ EXCAYAl'E PfT t0 2 tIMlS H!~ ID H DTl*D
1 »~dVL ~DG~ - CONTI4ACTOR t0 PROYID~ RO©tBALL. SCARIFY 31DI=5 OF Plt 5C7
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4 PLAN. p1Cx ~DG~ lU1TW COMMON SPApE OR SIpES ARE Not SMOOTWGLAXEV. im f~@EMOv~ TOP 1!2 OF EUII~ ROOT BALL BA51CE'i' OR
ROOTBALL SCRAPS. REMO1~ ALL SYNTHETIC STRAIGHT BLAplw 5H01~L• 9 I ftN SO( S CiFICATiONS 3 BACICF LL lu L PER PI^
STf~A1° MATEREAL 1r'ROM fTiTli+~ R04T
3 6 2 SHRUE3 PLANTING LAFR B<B MAt~RiAI-= 11 RE:MOvE COP 3/4 OF BURLAP ROOT BALL 10
-REMOVE t©P V2 L~ lUlt~ FOOT !SALE 1 MIN. 'i COV?:R(NG. 1~MOvE ALL 5YN'tHEi'IC COVERINGS 3 GROLINDCOVE:R PLANTING BASiCI:T OR ROOtBALL SCRAPS.
. !`ROM E=NTIRE ROOTBALL+ lVl: ALL 51TltWEtlG STRAP
. " ~ MULCH MATERfAL FROM i=NtIR>: Root BALI..
~r~: I_'~ 12 PLACE RODTBALL Ohl SOLID SUBGRADE NOT ~w'~ I~MOYE TOP 3/~G 4F BURLAP ROOt i~_. LOON BACkFiLL MATERIAL
13 5 6 q~PTN TiLL~D/AMENDED SOIL BALL COVI=RING. 1~EMOYE ALL ,1• ...1,~ G Q
13 l,ND15tUtD SUBtsfRADE 51'NtHETIC CO~RIi~.
~ ROOT BALL: -IN SANDY/WELL DRAINED 501.: 3~T TOP 11 GC~NTAINER GRt~tUV MA'1'BRIAL:
~ SURFAG EYATION OF RODTBALL R1±M0VE lWNT(IR~ CONTAfNIrR FROM
~ 1:L AROUND PLANt i°RiOR ltd FLUSH tllITH 1"INAL EXISTING C-~RAp~. TO PLANtINGs+
Il -IN HEAVY GLAY/P00RL'~ DR4INED SOIL:
SET COP SURFACE OF ROatSAI.L i/4-113 ~ ~,,,t,~E ROpT13ALL ON SGL1D SUBGRADE,
~ ABOVI* FINAL EXISTING GRA01:. NOT
T TEM S U71 TH l8' MIN.) ~ LO05E BACKFILL MA'i'ERIAL Hf~E ~ D OF ROOTBALL 7 EARTF~N SAUC]:R
13 UN1~fStURBED SUBGRAI~l:
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FLUSH WiTH 1"iNAL I:xISTiNG GRApI=. GONTRAGTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING DE ANY EXCAVATION.
-IN HEAVY CLAY / POORLI' 1~RAINlrD SOIL i~ TRtr~ bTIZAP EXISTING UTILITIES SHOWN HEREON ARE
CONDITIONS: S>:T TOP SUt~ACir >rll*YATIDN ~
R00TBALL 114 - 113 01* RAOT>SALL ABOVE 1=INAL ~ ~aou>~ STRANp ~ ~ ~I~ cov!"t~p w/z-r~l-r 2-~Y APPROXIMATE AND ALL ARE NOT SHOWN, I~
RARE. i~diBBER ISAINTf?D FLOi~RE9C.~NT ~ ( EXi5T1NG G 2 r^ NOTi_:
Tt~~ GUYri~CS STAY.!: ALL CONSTRUCTION AND MATERIALS TO BE IN
3 ~ARTHi=N SAIaG)*R a WAIT ~.A~ r STRICT ACCORDANCE WITH THE ACCEPTED POLICIES
'T 4" MULCH LAY);R !SEE NOTES FOR SPECfI"II=O Tl"P~~ a ~„~,j OP THE TOWN OP MORRISVILLE, AND UNLESS
i i , i -M SANC~Y t tt~Ll. gIRAIt~D SOIL CONDiTIc7Nb: 2 _6 S T T 13.U>~U~TN SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT, A
ate... EXCAVATE PLANTING Pl O S TIMES tHE s>wT TOP aul~ac~ (~i.~YATICN of iacaTeAU. p.uSFl It~TN 1' , Pte. ~XIS'1'11+ki UJIptH OF ROOTBALL (S MINJ 1rLAl?ING -~i I+~?vr cLAY ~~Pao~l.Y nle~h~v SOIL ca~171c~N8~ OF TRANSPORTATION ~NGDOT) STANDARDS, I. ,
4 SIDES OF PiT A5 SH~I. SCARIFY SI>~ES s>:'r Top c~F IcooT~a~. ~717iG~16~ 5PEGII~IGATIONS, ~ DETAIL5. o
3 OF Plt Sa TH,4C THE 5101=5 AR1r NOT ua-v3 arm ~n~l. ~xlsTn~ rl~s.
SMOOTH OR GLARED, s ~ ~
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$ACIGI`i U11TH S01 S G#FICATIONS ~ a„ f~Cfl La~R (SEE NOTES FOR SF'EGFI~ TYf'!~) g LL L PER PE
1 8 ~cCAYATE PLANTINCa I~IT TO 3 TIMES tl~ U,I~TN QF 10 i~MOYE T01° 112 OF tUIRE R00T BALL HASKET ~ RooTBAI.L rs' MfN.1 FLAtZMCe SIpF.B ~ err As ~ r~l ~ f'I~(7i'~RTY !?WN~R AND W
OR ROOTBALL STRAPS. REMOVE ALL SYNTHEztIC S acA~IFx slr~ES of F'IT So t+IAT TI$ SIDES NO'i' ~ A pLIP G~?Nr= ~
. ~ . ~ ST MAT IA F NTI A L SMOOT~4 oR GLAND. RAP ~R L ROM ROOTS L k a, y SHILDH MORRISVILLJr, LLC 8830 COLONNADE BLVD., SUITE 600
1'~{N. i-- ~ V E+ACKFILL UJITN SOIL }°ER SF'ECFiGATIdNB SAN ANTONIO, TX 78230-220q
T 314 OF BURI..AI~ ROOT ISALL ~ , ; • g REh10VE OP ~ 11 14 ~ REh'EOI~ TOP V2 G7F lUlf~ 11~4l.L iSA9i~T ~ PH.21O.641.848~7 PAX.210.b41.8463 r vl~
I COVERING. REM01~ ALL SYNTHETIC COVERING BALI. STRAPS. REMOVE Ad.l. SYNTHETIC STk4P 9 FROM ENTIRE R00TBALL CI1T ~AC,~G 81.oPS: tc7 ~ MATEI~lAL FROM ENTIRE i~GOT IsaLL. srRal~ Z
T F'ROYIDE A FLAT • ' 9
;i ~ 1- Ate FOM! PLANTINGi 6 I ~ - ' ~ ' ' iI R~MOY~ TOP'S~4 GP 1SOQ7 >~ALL urvtRl~lr~. ^ i2 PLACE ROOTBALL ON SOLID SUI3GRADIM NOT ~ REMOVE Ad.I, sYNTHf*TIC GovlrRlt~t'a I~ ENTIRE ~ rlFt~ Town of Morrisville
13 LOOSE BACKFILL MATERIAL J. ~ s APPROVED FOR CONSTRUCTION
'Ir? - Ii ~ oN SoL SI~lGRAD)r -NOT LC08E I _ „ , 12 1f~LAGE I~OTf~ALL ~ 1T LC08E W
i2 13 UNDISTUR~D SUBGRADE iSACICFiLL MATERIAL Signature; . Date: 9 6 2.~ 1! I
II I~ UNpfSTi,l» SLI~iRADE Town of Morrisville,'f~ia n Engineer DateJlnitials
~ ~ Q EXISTING GRADE Engineering: ~ j
3 71ME5 WIDTH OF ROOTBALL (8 MIN.) Planning: ~ ry
~~©N E~ 8~1'~BD SLOPt~ other {specify):
~ GTIC~N
7"'1 Signature: ~},0~ Date:
! I I ~ ~ Town of Cary Utilities, Water and Sewer
NOTE:
ALL LANDSCAPING SHALL BE MAINTAINI=D IN PERPETUITY. Engineering Inspection Services must be contacted (9l9) 463-6907 at a minimum 24 hours prior to
si/'4~t' ~rn ~ ill >r Nc~T T[,~ gC,4L~ iNe rnmrr.en~emen+ n4 ~m~ ~nnetri irF2ne~ ~r~ivi4Sne
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REV I S I ONS:
CONSTRUCTION PLAN 5UBMITTAI_ SCALE: AS SHOJI REVIEW COMMENT5 07-21-1
PRIEST, RAVEN ASSOCIATESINC, REVIEW LQWENTS 10-15-10
PHASIE 2 DATE; MAY 4, 2010 5H I LOH CRO551 Ne F REVIEW COMMENT5 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2009-009, 001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
SPONSORED BY; SHILOH MORRISVILLE, LLG PROJEGT LXATION; MORRISVILLE, N. C.
RUANO PR0JECT5\X07HERS\)0N- Xq,001 SHILOH GROSSING - MORR15V'ILLE\MI,5\CG1d5TkUCTIOl14TH 5U5MITTAL\ 2I-LAND5CA?E-CETAIL5. " , Jan 2011 - 3;35 PM GREG RELEASED FOR CONSTRUCTION

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C COL GONST~,UGT ION ~~QU~NG~ 5~~~~3~D ~i~~~ARATION
i, ALL LAND DISTURBING AGTIVITITES SHALL BE CONDUCTED IN ACCORDANCE WITH WAKE COUNTY AND TOWN OF MORRISVILLE, STANDARDS, ~ SPEGIFIGATIONS. I. SCHEDULE A PRE-CONSTRUCTION GONFERENGE WITH THE WAK KITH THE WAKE COUNTY ENVIRONMENTAL ENGINEER, SHAWN I. CHISEL COMPACTED AREAS AND SPREAD TOP501L FOUR INCHES DEEP OVER ADVERSE 501E CONDITIONS A5
SPRINGER AT (GIQ) 36q-6B5. OBTAIN ALAND-DISTURBING PE )15TURBING PERMIT, WELL A5 ALL AREAS TO BE SEEDED/50DD1:D, A5 AVAILABLE. SEE TOPSOIL STOCKPILE NOTES.
2. WAKE C.DUNTY 15 RE5PON51BLE FOR REVIEWING AND ISSUING THE SEDIMENTATION AND IYROSIC~t CONTROL PERMIT FOR THE TOWN OF MORRI5VILLE. PERF ED 2. FLAGGING OF ALL DISTURBED LIMITS SHALL BE ORM PERFORMED I~RIOR TO THE pRE-GON57RUGTION MEETING. 2. RIP THE IrNTIRE ARI=A TO 51X INCHES DEEP,
CONTRACTOR TO AL50 VERIFY ANY ADDITIONAL REQUIRED f REC~IJIRED FLAGGING TO BE PERFORMED WITH THE WAKE
3. THIS EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED IN ACCORDANCE WITH WAKE COUNTY 5 EROSION AND SEDIMENT CONTROL ORDINANCE AND STANDARDS. COUNTY ENVIRONMENTAL ENGINEER AND HAVE IT COMPLETED T COMPLETED PRIOR TO THE MEETING, 3, REMOVE ALL L005E ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND
4. THE ON-SITE DISTURBED /GRADED AREA 15 ± 34,0 ACRES. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIV ~I'QRARY DIVER510N5, SILT FENCE, SEDIMENT BASINS OR UNIFORM.
OTHER MEASURES AS SHOWN ON THE APPROVED PLAN, GLEE PLAN, CLEAR ONLY A5 NECESSARY TO INSTALL THESE BELOW. 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPH05PHATE UNIFORMLY AND MIX WITH 501E (SEE AMENDMENTS
AIN I DIN PR PER WORKING CONDITION THROUGHOUT ALL STAGE5 OF CONSTRUCTION. DEVICES AND IN AREAS INDICATED IN NOTE #4 BELOW. 5. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEM TA NE 0
4. IN ORDER TO HANDLE EXCAVATED MATERIAL FROM SEDIMEN ROM SEDIMENT BASINS ONLY ONCE, CONTRACTOR Tq BELOY~U.
6. GONTRACT'OR TO MAINTAIN ALL PROP05ED SILT /TREE PROTECTION FENCING AND ENSURE (T5 FUNCTIONALITY THROUGHOUT THE CONSTRUCTION PROGE55. SEDIMENT BUILD-UP SHOULD BE REMOVED CLEAR AND GRUB PRQP05ED FILL AREA5 AROUND BASIN5 PROMPTLY AND ANY FAILURES 5HC7ULD BE REPAIRED A5 SOON A5 POSSIBLE. REMOVED) SUFFICIENT TO PLACE AND COMPACT MATERIAL E UND BASINS (OUTSIDE OF EXISTING FILL AREAS TO BE 5 CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 15 PRI=PARED FOUR TO SIX T MATERIAL EXCAVATED TO CONSTRUCT SEDIMENT BASINS. INGWES DEEP
IN ADDITION, CONTRACTOR TO CLEAR AND GRUB BORROW/I^U B BoRROWMIASTE AREA #I AT THE TIME 4F SEDIMENT
1. CONTRACTOR TO MAINTAIN ALL TEMPORARY SEDIMENT BASINS A5 LONG A5 P0551BLE DURING CONSTRUCTION. DURING THE GRADING OPERATION, RUNOFF INTO BASINS SHOULD BE MAXIMIZED, ONCE BASIN GON5TRUGTION AND BEGIN BORROW/WASTE QPERATIDI TE OPERATION FOR UNSUITABLE EXISTING FILL MATERIALS b. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT pR GULTIPAGK
FINAL GRADE HA5 BEEN ESTABLISHED, CONSTRUCTION 15 COMPLETE, AND THE SITE HA5 BEEN STABILIZED, THE CONTRACTOR MAY REMOVE TEMPORARY BA51N5 AND CONVERT OTHER BASINS TO TO BE REMOVED DURING THE CONSTRUCTION OF SEDIMENT B~ SEDIMENT BASIN #2. AFTER SEEDING.
PERMANENT BMP STORMWATER DEVICES. ALL FILL SLOPES 5HC)ULD BE STABILIZED A5 SOON A5 FINISHED GRADE HA5 BEEN ESTABLISHED. -ALL D151URBED AREAS SHOULD BE STABILIZED A5 SOON AS 5. SEED TEMPORARY DIV;:R5ION5, BERMS AND BASINS IMMEDIA ,SINS IMMEDIATELY AFTER GON5TRUGTIpN. PRIOR TO
P0551BLE. CONTRACTOR TO WORK WITH EROSION CONTROL INSPECTOR DURING THIS PROCESS AND 5HOULD INSTALL ANY ADDITIONAL ER0510N CONTROL DEVICES NECESSARY 70 PREVENT SEEDING SEDIMENT BA51N5, 4" OF TOPSOIL TO BE SPREAD 0 SEDIMENTATION OUTSIDE OF DISTURBED LIMITS. INDICATED ON THE PLAN. ALL SEEDBED PREPARATION, 501E 3E SPREAD OVER ALL DAM AND EMBANKMENT AREAS A5 1. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SPECIFIED ON THIS SWEET. RATION, 501E AMENDMENTS, AND SEEDING TO BE AS 8. INSPECT ALL SEEDED AREAS AND MAKE NEGI=55ARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
8. CONTRACTOR TO GRADE ALL DIVER510N 5WALES SQ POSITIVE DRAINAGE 15 MAINTAINED TO ALL TEMPORARY SEDIMENT BASINS.
6. GALL SHAWN SPRINGER AT (qiq) 36q-6135 FOR AN ON-SITE IN AN ON-SITE INSPECTION BY THE WAKE COUNTY POSSIBLE. IF STAND SHOULD BE MORE THAN 60~ DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. =1GATE OF COMPLIANCE.
q. CONTRACTOR TO TAIL DITCH A5 REQUIRED TO DIVERT RUNOFF FROM DISTURBED AREA5 TO SEDIMENT BASINS. ENVIRONMENTAL ENGINEER TD OBTAIN A CERTIFICATE OF CC%
7. CLEAR AND GRID REMAINDER OF SITE. MAINTAIN DEVICES ~ 10. PRIOR TO CONSTRUCTION OF RET. /HEADWALLS, CONTRACTOR TO INSTALL SILT FENCE AND/OR CONSTRUCT A TEMP. DIVERSION BERM ALONG THE BASE OF ALL PRDP05ED WALLS MAINTAINING TRIP T P501 AND 5TOGKPILE IN AREAS INDICATED ON PLC SIN DEVICES A5 NEEDED THROUGHOUT GONSTRUGTION, q. CONSULT S~EG ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT
POSITIVE DRAINAGE TO SEDIMENT BASINS. CONTRACTOR TD MAINTAIN EROSION CONTROL IN THESE AREAS DURING GONSTRI~TIDN OF ALL HEADWALLS OR RETAINING WALLS. CONTRACTOR TO S• 5 O L :ATED ON PLAN FOR RE-SPREADING OF 4" OF TOPSOIL CO/V~ER 15 ESTABLISH*E'T7~. y~,{ / ~ A~ /'~I I}~ ~ IS ESTABLISHED. 5V I ~ I Y~L/ I ' I~~T~ TV ~~~L I t I~ Y V/"~1"~~ V l1lJ I `lTY
I TIN NOFF T FI TER BASINS DURING ALL STAGES OF GQNSTRUGTION OF THE RETAINING WALLS. IF P051TIV'E DRAINAGE OVER LAWN/GRA55 AREAS ONCE FINAL GRADE IS ESTABLISI MAINTAIN A DIVER510N SWALE/BERM AT THE TOP OF ALL WALLS D REG G RU D L
CANNOT BE MAINTAINED TO THE BASINS, ADDITIONAL EROSION CONTROL MEASURES SHOULD BE INSTALLED TO PREVENT DOWNSTREAM SEDIMENTATION. CONTRACTOR TO MAINTAIN ALL PROP. SILT q. BEGIN ROUGH GRADING OF SITE.
FENCING AND ENSURE ITS FUNCTIONALITY THROUGHOUT THE CONSTRUCTION PROCESS. SEDIMENT BUILD-UP SHOULD BE REMOVED PROMPTLY AND ANY FAILURES SHOULD BE REPAIRED A5 SOON AS 10. STOCKPILE MATERIAL IN AREAS ADJACENT TO SEDIMENT BA P0551BLE. NEUSE RIVER BUFFERS, NATURAL CHANNELS, AND EXISTING WETLANDS OUTSIDE OF THE DISTURBED LIMITS ARE TO REMAIN UNDISTURBED. GQNV'ER510N OF SEDIMENT BA51N5 TO PERMANENT BMP DEVI SEDIMENT BASINS A5 INDICATED ON PLANS FOR FUTURE AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
:NT BMP DEVICES. FERTILIZER - 1,000 LB5/ACRE -10-10-10
II. CONTRACTOR TO ENSURE THAT ALL STONE/WIRE INLET PROTECTION DEVICES ARE INSTALLED A5 SOON A5 STORM BASINS ARE BUILT AND THAT THESE DEVICES ARE GHEGKED AND MAINTAINED IN "IDOL. CONSTRUCT I ON ~~QU~NG~ SUPERPH05PHATE - 500 LB5/ACRE - 20~ ANALYSIS
PROPER WORKING CONDITION UNTIL SITE 15 STABILIZED TO AVOID DOWNSTREAM SEDIMENTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET GLEANED, NNJLGH - 2 TONS/ACRE -SMALL GRAIN STRAW
FLUSHING 15 NOT AN ACCEPTABLE METHOD OF GLEANING. I, INSTALL STORM SEWER GI~.VERTS, HEADWALLS, AND VELOCI AND VELOCITY REDUCTION PADS IN Y~TLAND IMPACT
AREAS (NW #1002 TO HW #1006, HW #1005 TO HW #1006, ANG 12. DURING CONSTRUCTION, CONTRACTOR TO INSTALL ADDITIONAL ER051C~1 CONTROL DEVICES BASED ON FIELD CONDITIONS AS NECESSARY TD PREVENT OFF-SITE OR DOWNSTREAM SEDIMENTATION, AROUND CULVERT CROSSING LOCATIONS A5 REQUIRED TO IP iW #1006, AND HW #IDOl TO HW #IDOa). PUMP WATER ANCHOR -ASPHALT EMULSION AT 300 GALS/ACRE SQUIRED TO INSTALL ALL CULVERT GR0551 NGS.
CONTRACTOR TO WORK WITH THE WAKE COUNTY EROSION CONTROL INSPECTOR THROUGHOUT THE CONSTRUCTION PROGE55. 2. GONTINJE RCx1GH GRADING OF SITE. 5~~t~ I N~ SGH~I~UL.~
13. CONTRACTOR TO MAINTAIN ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER THROUGHOUT ALL STAGES OF CONSTRUCTION OF TH15 PROJECT. ALL DEVICES TD BE INSPECTED AND 3. INSTALL REMAINDER OF STORM SEWER AT THE APPROPRIAT APPROPRIATE TIME DURING ROUGH GRADING DF THE SITE (PER WAKE COUNTY) `.L INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED
GLEANED OUT A5 OFTEN A5 REQUIRED TO MAINTAIN FUNCTIONALITY. AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET GOVT MEASURES A5 SHOWN ON THE PLANS AND DETAIL5. ~IL5. FOR 5H DERS SIDE DITGHE5. SLOPES (MAX 3: U:
14. DIVERSION SWALE LOCATIONS SHOWN ARE APPROXIMATE. DIVERSION LOCATIONS AND ELEVATIONS MAY NEED TO BE FIELD ADJUSTED TO MAINTAIN POSITIVE DRAINAGE TO TEMPORARY SEDIMENT 4. BEGIN UTILITY CONSTRUCTION, ROADWAY CONSTRUCTION, ETC TRUGTION, ETC, DATE TYPE PLANTING RATE
BASINS. )ADWAY CONSTRUCTION PROGRE55E5, FINE GRADE SITE, AUG 15 - NOV I TALL FESCUE 300 LB5/ACRE
5. AT THE APPRCN'RIATE TIME AS UTILITY AND ROADWAY GONE A5 INDICATED ON PLANS.
- NTROL NETTING HOULD BE INSTALLED TO STABLIZE BAGKFILL CURB, AND SPREAD 4" OF TOPSOIL A5 INDICATE[ 15. IF ER051ON OR RUTTING OCCURS WITHIN GRASSED SWALES, ADDITIONAL EROSION CONTROL MEASURE5 5UGH A5 50D LINING AND/OR EROSION GO 5 NOV I - MAR I TALL FESCUE & ABRUZZI RYE 300 LB5/ACRE ~ FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS,
THE SWALE. 6. STABILIZE SITE A5 AREAS ARE BROUGHT UP TD FINISHED GF SLOPE MATTING, ETC, SEED AND MULCH DENUDED AREAS Wi >ED AREAS WITHIN FIFTEEN !IS) WORKING DAYS OF MAR I -APR 15 TALL F1=5GUE 3U0 LB5/ACRE
I6. CONTRACTOR I5 RESPONSIBLE FOR NOTIFYING ALL APPROPRIATE PARTIES.PRIOR TO DISTURBANCE WITHIN ANY EXISTING EASEMENTS OR RIGHT-OF-WAYS. COMPLETION 0>' ANY PHASE OF CONSTRUCTION. ALL SEEDS J. ALL SEEDBEB PREPARATION, 501E AMENDMENTS, AND APR 15-JUN 30 HULLED GAMMON BERMUDAGRA55 25 LBS/ACRE
SEEDING TO BE AS SPECIFIED ON THIS SHEET. JUL I- AUG 15 TALL FESCUE AND BROWNTOP 125 LB5/ACRE (TALL FESCUE);
il. SEE WAKE COUNTY EROSION CONTROL DETAILS AND SPEGIFIGATIONS, THE COUNTY EROSION CONTROL DETAILS AND SPEGIFIGATIONS, THE LATEST EDITION OF THE NGDENR EROSION AND SEDIMENT W++EN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE 5T. REAS ARE STABILIZED COMPLETELY, GALL SHAWN SPRINGER MILLET OR SORGHUM-SUDAN HYBRIDS**"' 35 LB5/ACRE (BROWNTOP MILLET);
CONTROL PLANNING AND DESIGN MANUAL, AND PROPOSED NGDENR ER0510N AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL REVI510N5 FOR ADDITIONAL DESIGN SPEGIFIGATIONS, AT (qIq} 36q-6135 FOR AN INSPECTION BY THE WAKE GOUNTl STANDARDS, ~ DETAILS. WAKE COUNTY ENVIRONMENTAL ENGINEER. 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
8, IF 51TE 15 APPROVED, REMOVE TEMPORARY DIVER510N5, 51l VERSIONS, SILT FENCE, SEDIMENT BA51N ~4 (SEE TEMPORARY
18, CONTRACTOR TO PROVIDE GROUND DOVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PERMANENT GROUND COVER FOR ALL DISTURBED SEDIMENT BASIN #4 NOTE DN SHEETS 25 & 28), ETC., AND 5F ETC., AND SEED OUT OR STABILIZE ANY RI=SULTING BARE FOR SHOULDERS. SIDE DITGHE5.5LOPE5 (3:J Tn ~:U: CONTROL DEVICES, SUCH A5 VELOCITY DI551PATORS, SHOULD
AREAS WITHIN 15 WORKING DAYS OR 40 CALENDAR DAYS (WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. AREAS, ALL REMAINING PERMANENT EROSION CONTROL DEb NOW BE INSTALLED. DATE TYPE PLANTING RATE
Iq. ALL DIVERSION DITCHES SHALL BE MAINTAINED UNTIL THE STORM SEWER AND/OR CURB AND GUTTER 15 IN PLACE TO ENSURE RUNOFF 15 DIRECTED TO THE SEDIMENT BASIN. q. ONCE VEGETATION HAS BECOME ESTABLISHED, GON5TRUGTI( GON5TRUGTION 15 COMPLETE, AND THE SITE 15 NEARLY 100 MAR I - JUN I SERIGEA LESPEDEZA (SCARIFIED) AND 50 LB5/ACRE (SERIGEA LESPEDEZA);
STABILIZED, SEDIMENT BASINS #i AND #2 Tp BE CONVERTED E CONVERTED ANA PERMANENT BMP STORM WATER DEVICES USE THE FOLLOWING COMBINATIONS:
20.GONTRAGTOR NNJST KEEP PUBLIC ROADS GLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED. IF WASHING 15 USED, PROVI510N5 MUST BE MADE TD INTERCEPT THE WASH WATER AND TRAP SHOULD BE INSTALLED AND FINALIZED TO THEIR FULL DE51G- R FULL gE51GN SPECIFICATIONS. ONCE PLANTED,
THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. CONTRACTOR RESPONSIBLE FOR PROTECTING WETLAND PLC WETLAND PLANTINGS FROM SEDIMENTATION, MAR I -APR IS ADD TALL FESCUE 120 LB5/ACRE
10. SEDIMENT BA51N #3 TO REMAIN FOR FUTURE LOT 12/PHASE ~ )T 12/PHASE 3 DEVELOPMENT. MODIFY RISER OF SEDIMENT MAR I -JUN 30 OR ADD WEEPING LOVE GRASS 10 LB5/ACRE
21. NO DISTURBANCE SHALL TAKE PLACE TO WETLANDS OR WITHIN THE NEUSE RIVER BUFFER5 PRIOR TD WRITTEN APPROVAL FROM THE U,5. ARMY CORPS OF ENGINEERS, NG DWQ, AND THE CITY OF BASIN ~3 TO P05T-DEVELOPMENT RISER D>=51C~N AND REPAI RALEIGH, 9N AND REPAIR/ RESTORE BA51N TO ORIGINAL DESIGN MAR I -JUN 30 OR ADD HULLED COMMON BERMUDAGRA55 25 LB5/ACRE
SPEGIFIGATIONS.
22. ALL GONTRAGTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY QF THE EROSION AND SEDIMENT CONTROL PLAN AND THE STATE OF NORTH II. STABILIZE AND SEED BARE AREAS IN AND AROUND SEDIME? DI1ND SEDIMENT BA51N #3, JUN I - SEPT I TALL FESCUE AND BROI~ITOP 125 LBSIAGRE (TALL FESCUE);
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE 12. WHEN VEGETATION HA5 BEGONE ESTABLISHED, GALL FOR A GALL FOR A FINAL 517E INSPECTION BY THE WAKE COUNTY MILLET OR SORGHUM-SUDAN HYBRIDS'~'~a 3S LB5/ACRE (BROWNTOP MILLET);
ELIMINATION SYSTEM (NPDES PERMIT) AND BEGONE FAMILIAR WITH THEIR CONTENTS. CONTRACTOR RE5PON51BLE FOR ALL REQUIRED MONITORING, REPORTING, INSPECTIONS, AND COMPLIANCE, ENVIRONMENTAL ENGINEER, SHAWN SPRINGER AT (qlq) 3bq-b tiT (~Iq) 36q-b135. 30 LB5/ACRE (SORGHUM-SUDAN HYBRIDS)
23. GENERAL CONTRACTOR SHALL DETERMINE THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED A5 THE EQUIPMENT MAINTENANCE AND GLEANING AREA, EMPLOYEE PARKING 13. OBTAIN A CERTIFICATE OF COMPLETION. SEPT I - MAR I SERIGEA LESPEDEZA l0 LB5/ACRE (SERIGEA LESPEDEZA);
AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. (UNHULLED -UNSGARIFIED) 120 LB5/ACRE (TALL FESCUE) AND TALL FESCUE
24. ALL WASH WATER (CONCRETE TRUCKS, V'EHIGLE GLEANING, EQUIPMENT GLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR D15P05ED. NOV I - MAR I AND ABRUZZI RYE 25 LB5/ACRE
2S. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND GLEAN-UP FUEL OR CHEMICAL SPILLS AND I EDW STOCKPILE AREA FOR EDW "B" AND "G" 15 FC AND "G" 15 FOR 5TOGKPILING MATERIAL SUITABLE TO
LEAKS, REGRADE BOTTOM OF EDW "B" ~ "G" DURING GONVEi ?ING GONVER5ION FROM SEDIMENT BA51N TO CONSULT SSEG ENVIRONMENTAL ENGINEERS FOR ADDITIQNAL INFORMATION GONGERNING OTHER
26. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRE5510N OPERATIONS 15 PROHIBITED. PERMANENT BMP DEVICE. MATERIAL SHOULD BE SUI~ ~ULD BE SUITABLE TO CREATE CLAY LINER (IF ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE
REC~UIRED) WITH AN INFILTRATION RATE OF LE55 THp ~ LE55 THAN 0.01 IN/HR BENEATH THE ENTIRE BOTTOM TH05E THAT D0 WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE GDMBINATIONS ARE
27, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIAL5 SHALL BE DEP051TED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMI5E5 THROUGH THE ACTION OF WIND OF DEEP POOLS AND SHALLOW WATER AREAS TO 5t AREAS TO SUSTAIN THE PERMANENT POOL OF WATER, P0551BLE.
OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR JURISDICTIONAL WATERS. SEE SHEETS 40, 41, 42, ~ 43 FOR ADDITIONAL DETAI OVAL DETAILS, CONTRACTOR TD CONSULT WITH TEMPORARY, RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
7 D FROM HIG ONTO ROA WAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM THE GEOTEGHNIGAL ENGINEER/501L SCIENTIST t0 VERIFY 2&, ALL MATERIALS SPILLED, DROPPED, WASHED, OR RAGKE V'E LES D TO VERIFY SUITABILITY OF MATERIAL. VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOV~ED ONLY AFTER SEDIMENT 15 REMOVED IN THIS MANNER. 2, EDW STOCKPILE AREA #2 FOR EDW "B" AND "C" 15 F AND "C" 15 FOR STOCKPILING MATERIAL SUITABLE FOR
2q. C:ONTRAGTORS OR SUBC.ONTRAGTORS SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM THE EROSION CONTROL BASINS AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER 4" OF TOPSOIL REQUIRED IN ALL WETLAND PLANTING JD PLANTING AREAS OP EDW "B" ~ "G" DURING STA~IL1~~ ALL SLOPS GI~EATEI2 THAN 3.1
DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. CONVERSION FROM SEDIMENT BASIN TO PERMANENT
DWQ SPEGIFIGATIONS AND 501E SCIENTIST/GEOTEGHP T /GEOTEGHNIBGALDENGINEER ANALYS 5 ANDL DIREGT~ON. ~T~MP01~A1~Y OR P~1~MAN~NT) WITH 5~EI7 ANt~ ~ r
30.5LC7PE5 SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION, SEE SHEETS 40, 41, 42, ~ 43 FOR ADDITIONAL DETAI OVAL DETAILS. CONTRACTOR TO STOCKPILE AND ~,a,(~ 56150 MATTING ('UNL~55 OTH~i~?WIS~
31. DUE TO THE BADE GHA 5 DURING THE DEVELOPMENT OF THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, DIVER510N INSTALL DEPTH OF LOOSELY COMPACTED TOPSOIL T G NGE TOPSOIL TO ACCOUNT FOR SETTLING SUCH THAT THE
H T . I N FINAL THIGKNI=55 OF TDF'~a01L 15 4". APPROXIMATLE DITG E5, E G) TD PREVENT EROS 0 . SHOULD BE INSTALLED TD ACCOUNT FOR TYPICAL 5E ~ROXIMATLEY 6" OF LOOSELY COMPACTED TOP501 L NOT~I~) A5 SHOWN ON TH I ~ PLAN WITHIN 14 TYPICAL SETTLING. CONTRACTOR TO CONSULT WITH 17AY5 O~ GOMPL~TION ~
32. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS GEOTEGHNIGAL ENGINEER/501L SCIENTIST TO VERIFY " TO VERIFY SUITABILITY OF MATERIAL,
PAVING FOR ROAD CONSTRUCTION,
3. CONTRACTOR RESPONSIBLE FOR DETERMINING AMOU MINING AMOUNT OF MATERIAL AND SIZE OF STOCKPILE N0~•
33. WHEN A 5TONE CONSTRUCTION ENTRANCE HA5 BEEN COVERED WITH 501E OR HA5 BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO REC~IJIRED WITHIN STOCKPILE AREAS REFERENCED IN THAT OF THE ORIGINAL APPLICATION, MATERIAL HAa BEEN STOCKPILED FOR THE PROPOSE =ERENGED IN #I AND #2 ABOVE TO ENSURE ADEQUATE ALL GONSTRUGTION AND MATERIALS TO BE IN CONTRACTOR SHALL BE RESPONSIBLE FOR
'HE PROPOSED WORK DESCRIBED ABOVE. STRICT ACCORDANCE WITH THE ACCEPTED POLICIES THE LOCATION OF ALL EXISTING UTILITIES
34.5TABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVER510N5 IMMEDIATELY AFTER INSTALLATION. ,/^tT~~ ~ OF THE TOWN OF MORRISVILLE, ANp UNLESS PRIOR TO BEGINNING OF ANY EXCAVATION. SPECIFIED, DEFERS TO THE NORTH CAROLINA DET'T. EXISTING UTILITIES SHOWN HEREON Aft i
35. ANY GRADING BEYOND THE DISTURBED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA EROSION CONTROL ORDINANCE, AND I5 SUBJECT TO A FINE. _ STRIPPED AND 5TOGKPILED
I. DN SITE TOPSOIL TO BE STOCKPILED IN AREAS DESIGNATED ON PLAN FOR OF TRANSPORTATION (NGDOT) STANDARDS, APr'ROXIMATE AND ALL ARE NOT SHOWN. A
36.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. RE-SPREADING OVER DISTURBED/GRADED AREAS PI :D AREAS PROPOSED TO BE GRASSED (SEEDED/SODDED). SPECIFICATIONS, 8 DETAILS. L `
3l. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED DAILY BY THE PROJECT SUPERINTENDENT, BI-WEEKLY BY THE GDNTRAGTOR'S COMPLIANCE OFFICER, AND MONTHLY BY THE 2. TOP501 L STOGKPIL3=D 5HOULD BE SUITABLE MATERI/ 3LE MATERIAL FOR GRA55 ESTABLISHMENT A5 DETERMINED
OWNER'S CONSTRUCTION MANAGER AND BY THE PRO..EGT SUPERINTENDENT AFTER EACH RAINFALL OGGURRENGE THAT EXCEEDS ONE-HALF (102) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL EZE BY THE GEOTECHNIGAL ENGINEER/SOIL SCIENTIST, GIENTIST, TOTAL. ,V I~TV~~~~ P"~f~~~: ~~.V ,~Ci N
REPAIRED OR REPLACED, A5 NECESSARY BY THE GONTRAGTQR. tot1g1111111711l, {.{e
30. PROVIDE SILT FENCE AND OR OTHER CONTROL DEVICES A5 MAY BE REQUIRED TO CONTROL 501E EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SMALL BE GLEANED, GRADED, AND 3. CONTRACTOR TD BEGIN RESPREADING OF TOPSOIL ~ IF TOPSOIL ALONG FRONTAGE OF PROPOSED STREETS AND ~~~``~N ~ARa ~'~i, W
/ , STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION, WORK FROM FRONT TD BACK OF ALL LOTS, AT A N )T5, AT A MINIMUM, A DEPTH OF 100 FEET OF ALL LDT5 S°~°~Q ~~fG
STARTING AT THE FRONTAGE ALONG THE PROPOSED PROPOSED STREETS SHOULD BE COVERED WITH THE m PROPERTY ~WN~R ,AND w
3q. CONTRACTOR RE5PON51BLE FOR FIELD ADJUSTING SILT FENCE OUTLET LOCATIONS AND ADDING ADDITIONAL SILT FENCE OUTLETS A5 REQUIED BASED ON ACTUAL FIELD/DRAINAGE CONDITIONS. MINIMUM FOUR INCHES OF TOPSOIL. THE STOCKPLLEL STOCKPILED TOPSOIL (EXCEPT THE TOPSOIL STOCKPILED MUST W
FOR THE EXTENDED DETENTION WETLANDS) SHALL TN REMAINDER OF THE TOP501L SHALL BE PLACED ON S) SHALL THEN BE PLACED ON THE SLOPES, THE JCS ~ }i. I TY pNF 26 6~ iLAGED ON THE REMAINING GRASSED AREAS FOR THE LOTS ~a ~ t..,. ~pT~~ 830 GO~ONNADE BLVD~SUITE 600 %~~q N~
T T AND THE BUFFER DISTURBED ALONG I-540.
p'~pJ Cj, ~ SAN ANTONIO, TX -10230-220H ~,~a( oo~~ ~1~'~' V r 0 PH. 210.641.840-f FAX. [phone] ~ ~
I. ALL MEASURES SHOWN ON THE ER0510N AND SEDIMENTATION CONTROL PLANS SHALL BE MAINTAINED IN FULLY FI~lGTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED 4. E T IL 15 PLAGi=D THE SEERBED SHOULD BE PHASE OF WORK DR FINAL STABILIZATION OF THE 51T~. ALL EROSION AND SEDIMENTATION CANTRDL MEASURES SHALL BE GHEGKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE ONG OP50 , > SHOULD BE PREPARED IN ACCORDANCE WITH THE ~ y ~~~n ~n Dill~~``o
CONTRACT G?OGUMENTS OR THE APPLICABLE PERMIT, WHICHEVER 15 MORE STRINC•~ENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING SEEDED PREPARATION SPEGIFIGATIONS, SEEDED IN i, SEEDED IN ACCORDANCE WITW THE CEDING SCHEDULE OR ~ ~
500DED A5 INDICATED ON THE PLAN, AND EROSION 2. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. SPECIFIED OR NOTED ON THE PLANS IN AGGORDANG JD EROSION CONTROL MATTING INSTALLED IN AREAS ¢ ~ „ ` n ~ Town of Morrisville
~GGORDANGE WITH THE CURRENT MANUFACTURER APPROVED FdR CdNSTRUCTIgN
3. ALL SEEDED AREAS SHALL BE GHEGKED REGULARLY TO SEE THAT A GOOD 5TAND OF GRASS 15 MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED TD RECOMMENDATIONS. MAINTAIN A HEALTHY STAND OF GRA55.
T PROTECTION FENCING AND ENSURE ITS FUNCTIONALITY THROUGHOUT THE CONSTRUCTION PROCESS. SEDIMENT BUILD-UP SHOULD 5. CONTRACTOR RESPONSIBLE FOR DETERMINING AMOt, 4. CONTRACTOR TO MAINTAIN ALL PROP05ED SILT / REE BEFdRE Y4U DIC3! W MINING AMOUNT OF MATERIAL ANp SIZE OF STOCKPILE S' nature: Date: t I 2.~ 14
BE REMOVED PROMPTLY AND ANY FAILURES SHOULD BE REPAIRED A5 SOON A5 POSSIBLE, REQUIRED WITHIN STOCKPILE AREAS TO ENSURE ADE ENSURE ADEQUATE MATERIAL HA5 BEEN STOCKPILED FOR C~V'I'ACT ONES-CALL CBiV1'BR Town of Morrisvill T wn Engineer Date/Initials I'Z-444 Engineering: ~ Yk, Q
THE PROPOSED WORK DESCRIBED ABOVE. 5. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. PERIODIC TOP DRESSING OF THE
CONSTRUGTI ON ENTRANCES SHOULD BE PERFORMED AS GONDI T ION5 DEMAND, T T ` I~T~~ : Planning; n/
IM NTATION BASINS SHALL BE MAINTAINED IN C~'ERATIDNAL GONDITION5 AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS WHEN THE 6. OUTLET STRUCTURES IN THE SED E I, STOCKPILE HEIGHTS SHALL NOT EXCEED 35. Y Other (specifyl: t~L
DESIGN CAPACITY HA5 BEEN REDUCED BY 35'.
7. CONTRACTOR SHALL MAINTAIN AN EROSION CONTROL INSPECTION AND MAINTENANCE LOG ON 51TE, COPIES OF THE LOG ARE TO BE GIVEN TO WAKE COUNTY ON A WEEKLY BA515. 2. 5EEDING OR COVERING STOCKPILES WITH TARPS OR H TARPS OR MULCH 15 REQUIRED. IF TARPS ARE USED THEY SHOULD Signature; N~ Date: Z
BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP W, TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC. Town of Cary Utilities, Water and Sewer
3. CONTRACTOR SHALL PROVIDE FOR STAGED SEEDING SED SEEDING AND MULCHING ON A CONTINUAL BA515 WHILE En ineerin Ins action Services must be contacted [phone] at a minimum 24 hours prior to g ~ p _ f1
~,..v^~rn„i^•ri~xi n.rnn-rv wii i a~ airc ~nu~rniUTirlAl Inl/1C?l~ Fnn TLIK t?IIt7p/'~K na= IUC;TAI i ATIhN r7F IUFI?A~7K21Y.TIIi2F AUi') 17FI IVFi?Y f7F l~RA17FI7 I ~T5 FnR FIlT11f2~ f,~MM1=RC,IAI C,T/1!'.k'tall IG IN IIG,~
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DEVELOPMENT ON SEVERAL OUTPARCEL5• PHA51N&, 5EGUENGING, AND CONSTRUCTION VF-516N DETAIL ARE OUTLINED WITHIN THESE 60145RUCTION PLANS. 4. TEMPORARY STOGKPILE SLOPES SHALL BE 2:1 OR E BE 2:1 OR FLATTER. r
REV1510NS:
GON5TRUGT10N PLAN SUBMITTAL. SCALE: N/A REVIEW COMMENTS 07-q-1 Z 'Nc
EROS I e.),N CONTROL NOTES AND - PRIES T CN- & RA Y E si ~,3 V 0..r C1 1..7 . REV 1 EW COMMENT i o REVIEW COMMENTS 01-LAND USE CONSULTANTS PLANNERS ! LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 2 3
SH I LOH CROSS I NO PHASE .2 DATE: MAY 4, 2010 F N PROJECT: 2009-009.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone]. Email [e-mail] 1 Firm C-0488
ONS!l SPONSORED BY. SHILGH MORRI5VILLE, LLG PROJECT LOCATION MORRI5VILLE, G
F: ALAJ) PIZ0JECT5\XPTHER5\2004-0N.001 5HILOH CR0551NG - 'IN)RRISVILLE\a,6\CO145TRJGTI ON\ATH SUBMI TTPLA 23-EP.0510N-N0TE5-LEGEND a6 , Jan 2011 - 2:.4' PM , GREG RELEASED FOR CONSTRUCTION

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_ r- q - ~ , ~ - _ q - r , rn I xa:~~ REI~Ov'E EX~15'NN~ER ~:~r ~ ~ ~ " 2 OF THE NEUSE RIVER BUFFER 15 AN EXEMPT ACTIVITY A5 FILL GON~TRUGT I ON SEC~U~NG~
_ - ~.N _ v ~ ry, ~ D BARREL ~ ` ~ ~ u~ ~ f ,a v ~ r _ " ~ R"~~ WAS PLACED PRIOR TO THE EFFECTIVE DATE OF THE BUFFER ~ ' I. SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH THE WAKE COUNTY ~ ~ RULES. DWQ HA5 CONFIRMED AND APPROVED THIS ACTIVITY
- - ~ x Vii' t 3- ~ - ~ v ~ , N , ~ a ~ I n~ „ I r~ 1 h ~ ' . _ ~ ENVIRONMENTAL ENGINEER SHAWN SPRINGER A7 (ql4) 364-6135. ~ DISTURBED NEUSE RIVER BUFFER AREA TO BE RE-PLANTED PER OBTAIN ALAND-DISTURBING PERMIT.
. , PRE D~.VELO EN y,. iL~ti 3 ~JtI f1 p ~ , , TEMP. _ j3, RESTORATION PLAN BY S~ EG. SEE SHEET 52. CONTRACTOR TO ;
- ~ ~ DI~RSION Dr~ACNAGE A - ~ ~ • I ~ , E ~~~1~,1 , ~ ~ ~ ~ ~ - G=0.40 6. Ac_ ~ t ~ ~ , / r`~E~NG~ - I'. II ; ` STAKE ALL STEPS NEGE55ARY TO PROTECT Tf~IE EXISTING GREEK s~=- 2. FLAGGIN6 OF ALL DISTURBED LIMITS SHALL BE 1='ERFORMED PRIOR p~ 'I WET~.ANDS, INCLUDING INSTALLING ADDITIONAL EROSION CONTROL" TO THE PRE-CONSTRUCTION MEETING. CONTRACTOR TO AL50 VERIFY
i p;, s ~ - ~ ~ ~ ~I ~ ~ , \ B SILT_ n .END EXSTr ~ i y k w~~. G~; ''i` ~ \'s~..N~ASURES IF RE(~tUIRED. ANY ADDITIONAL REQUIRED FLAGGING TO $E PERFORMED WITH THE
._w i , ~ ~ ~ ~ _ ~ ` 1 _ _ A L~ ~ 1 C^,Y I I ~ ~ ~ _ v. - f~ _ ~ NE L r. , ~ , v F1D ~ ~r ~ ~ ~ - ~ WAKE COUNTY ENVIRONMENTAL ENGINEER AND HAVE IT COMPLETED Ir,
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u , _ r ~ r v ~ s~a~ vqt~, ~ ~a:, ) ~ ~ r~ - - .~:,wa ~ _ " ~ SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES A5 SHOWN ON . ~ Y TA THE APPROVED PLAN CLEAR ONLY AS NEGE
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. ' ~ , ~ - ' ~ N~ W ~ _ DI S.T.. ' OTEG E ` , , ' ~ ~ ~ i RIVER'"~~ TIME OF SEDIMENT BASIN GONSTRUGTION AND BEGIN BORROW/WASTE
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,'°EENGE .__+°+REA. STOCKPILE TOPSOIL lid- _ L. IN # ~ ILT G e - ~ ' ` SEDIMENT ~A5 C ~ f ' , y ~ ~ ~ ~ . THIS AREA TO BE USED TO ~"3(~" G~J~~IEi~`f I~" ~ '~7 ~ ~ y,~ ` AFTER CONSTRUCTION, PRIOR 0 SEEDING SEDIMENT BASINS, OF x ~ ~t~x~ '
v~ 0 v,., . TYPI ~ ~ . ~ . ~'1~._. { MMER ATTACHED TO' t ~ ~ > ~ Oty,~T.,E~' AT~~[=Ow. _ , _ ra g ~ ~ ~ a. RESPREAD-4 OVER PRQPbSED ~ ~ R) , ~ T p~3~N P RMAN~II`RI~SE ~ ~ ~ ~ ` T . - _ IN.~xAI_L-D ~IL,~"`FGI ` ` ~ TOP501L TO BE SPREAD OVER ALL DAM AND EMBANKMENT AREAS L~T~AT L~ V~ S ~ EIL~ ` , ~ AS INDICATED ON THE PLAN. ALL SEEDBED PREPARATION, SOIL
„ ~ EM . , A ~ ~ t _ GRA55_AREAS~PR~~OR T0~ . ) _ < ~ ~ D~V~RS~QN _ i l~~' (~YPJ"' - ~ ~ . ~ ~ 2 AMENDMENT5, AND SEEDING TO BE AS SPECIFIED ON THIS SHEET. ~'~~T`r'~iOA ~
7 ' PERMANENT SEEDING QNGE FFN~L ~ • - :JY V'~L.y_ r ~ ~ 'r', ' " ' " ~ ~ , ` ~ ~ ~ 6. GALL SHAWN SPRINGER AT (qlq) 36q-6135 FOR AN ON-51TE INSPECTION
~ / - ~ TENIPrSEDI NT ~ k!~ , ~ x ; GRADE`T~AS EEN ESTABLISHED. c ~ TREE `s,~ ti ~ 7 ~ A PROTEGTI N' ~~.~1,~~B~iT ~ "KPIL I~OT~S. ~~.w _ -~A51NrGi2ADINC~ A~ . r i , ~ ~ ~ . , , , ~ ~ ~ ~ " - ` BY THE WAKE COUNTY ENVIRONMENTAL ENGINEER TO OBTAIN A
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_ _ ~ ~ .,u. , ~ , f~l " _ ~ , . ` ~ , „ \ , A vv 1 _ ~ . ~ , ~ EQREBAY ~ N ! C ~ / , ~~f - , , CLEAR AND GRUB REMAINDER OF SITE. MAINTAIN DEVICES AS ~ X- X X ~ F k ~C x A x Y )~`M( k k,'C` ) ~ ~ ~ `gym _ ,
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~ x M ~ •t'.v i ~,r_ ~ ! V / ~ ~ ~ ?T-" - k x x, . i x x x x x x x x`.., x ti . _ \a ~ ~ ~ --~"-'""r > ~yST.. ,~`A~'I? DIVED EQUAL A . ~ ~L~7V~ ~t~T'i~i~lN~ L~11~-I~ x ) `-L. I '~"j' ~ 4~'x ~ 1 x "x--x~ x x x "x , x'~ x xl x x x x x ~ x x x x o - ~N"G L~11~c'~-r~ ~`I1"T~.,~N~lj a , ~ ~ 8. STRIP TOPSOIL ANi7 STOCKPILE IN AREAS INDICATED ON PLAN FDR
~ I , ' I / i, r-- , - , - '~RE~.INE ENTRA 4~'"~Q BA ,•V h r - ,x`~_. ~ I ~ ~ x x x `x x x x x ,x x ~I i x x ~ I~x x x x x x I x k x ~ -A6~`AXB -F~I1~Dxt~+rlkG~C X~ X X~" k X X_.:" ""x~~~~~ < ~ ~ . ~ ~~E~ X k „ x X k x H X ~ x _%XXXX ~ ~ , ~-SPREADING OF 4 OF TOP501L OVER LAWN/GRA55 AREAS ONCE - FINAL GRADE 15 ESTABLISHED.
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,t'` ~ ' ~ \~`1 T / 1 k x x x X xi x x x x~\x x X X x x x X X x .,x x x x* .c x X, x a ix x x x x x x X x x> ' PR4TEG EXST. V~®RK-Tb BE PERFORM~1~ PEf~ fHE IR TIDN OF II ~ 'i'f~OTECT%L~CI~1'II~ \ \ ~ ' 111'0.7k ~x x, x k X LXwVx kL/Xl"llXi. fX X x X X GJ ~GJk " "I~k ~ ~ ~ r - I IjL~w•'ILS,`J`~/~/f~[-~.'_f' '~'/r//] ~\//?~(4I/) InV?' I 1~R/`I/\//' V X x X k x X k x x X x X `y, -k' % k X k# X k M X X~'X !h }
\ \ ~ r ~ ~ ~ ~ RC 4~ 5 N yxx x x ~ x >c x ~ ' x x x x x x l~M}~~y~Y~7~ • 1I+x x x x- ) ' ~ ~ ` STREETYARDIBUFFER- TH ~"GEOTE HNIGAL GINEE~ A (-pyI TI G ; x X x X~I x x x~.x x x x EC~~ >B ~1P,#~p~, ~ n \ ~ i ~ / X k, X X k X h x X% k ~7K % X % x X ! x x x x x x k ~ k X ~~X X X X 1 /I LX ]i~~ k k X X X''~X X X X X X X X X X X X% X% X X X% X K%% A Y, 'A~"M X !i. ~ I. WAKE COUNTY IS RESPONSIBLE FOR REVIEWING AND I~a5UING 1 X x X X x X X X K ~X % X x x x x x x X k x x% >Z x X x x xis X Ix X k# X x X k k n K Y!'X" X~ M % X h X 'K-
\ , - PLANTINGS-ALONG HWY EtLL IS,APPROXIMA'fELY Fr.~`A RES.'y, SEE"SHEET 30 i . ~TOG~IL~ AREA, 2. I C~`1LV~i~ ~ ` ~ ~ ~ ,fe9~ ;4~• x x X` X X X X `X x X X ~~X~X TOGKE~IL~X X k . X X~ H' H X X X X K x X x x x x x X x x) { X X x x X X X X X X X _x x x x% x x X x X X X x' X X~w+D>~Xi~4~'x) fir! R~O~'x x x x.1x--X~~X x X X# Y x X x!x THE 501E ER0510N PERMIT 1=0R THE TOWN OIT MORRISVILLE.
. ~ - .-1 ~ FOR ADDITIONAL lNFOf~t~rlq>V. ~ ~ ~ ~t~ -~A~.LE}x,'/~ x , \ r I i, % 1„^~% X X k X X X X\ k X X ~ x% X~ X X x~ x X ~ M II K k X_ X K X% x~ k X X X% X X X X X x X Y ~ \ ~ Nt~1~S. 5 X X% X X X X X x% k X Y. %..,x X X X k X x% x~ X X 'XT~'X M"t (~~X~~ k ~k X XI X X% X X H% XI K
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S ~I r % ~'CA~,l~- x x_x x~'.x ,x, x ~x x X x-x x-)'f X x x x x x x rr.x,x 1 \ / ~ ~ ~C ~ \ V v v': A "GONSTRUGTION , ~ - . V ~ V.~ A _ I~! --END 51LT x x x: x X k 'x u x x x .x x X x x x x X x ~TYP~GAL)x x' x x x x X xl 3.1111/li X x x X x x x 'RIB
) ~ 1 ~ ~ ~ ENTRANCE / / kx %X% %xMXxx.Xxxkx. %Xk x %x~,xt jx ° x%x ~X XXX xxkxxxXxx J \ ~ ~V`v ~ I I~NG)w w' : ~ MAiNTAIt~ 1~ PTI`~/E ~ , ; r ~TYsPIGAL) I ) < x X~ X x X' X x x x x X~ g X X X X X x x X! X AND SEDIMENT CONTROL ORDINANCE AND STANDARDS, F11:L~OXBE lxxxXxXxx X { x x% x x x' x x x x ,x x x x x x x x X' x X X x w' x x x X x x W x x X
" ~ ~ ~ 4~ X,,~' X x X X X X;'X x X X jx X X X X x X X X N x'~ X X X x X% ;.=,X x x% H X x x X x% x x x x x x ~ t ~k ' ~ \ _ ~ND X ~ ; { ~ X x X ~ ~IMC~. ALI- T~'1`"Il~'~ I~ \ / X x X ~X X' X x X x X x X X x X x ~~x x x x x' x x x X x X X X' It x X x F X X X X X X X X X x X X X K X X x ) I~M'OVLD. '~i~ - x' X~~.~'~" ~P~~?>~. x X S x~x 1-r<~I~ x K X X X X X X K X H k X 3(~ x X "'xTY( "X' `I( I~~ ~ Y, x% ~Y XY x It N, IM k
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~ {ABANDONED. k.: - ~ ~ ` ~ \ ~ v v , ; ~ ~ ~ a ~ ~ q ~ i ~ , . , ~ vv. -xxxXxXxxx~,~~x;X - r ~ THE BORROWAST~'AREAS,~E5IGNA ~ D,,AND , ; TOTAL L I ~TU~~~~ 1"~RI.,_A ~ ~~.Q AG
- a ~ x ~ co x~e~< ~ _ u _ _ v ) v, x xX ~~~'xx~~x~. xxxX xx:~X v - ~EPLAGEp,,ff~VITH G~OD,STi~.UGT~itA MATERIAL ~ FRDI~h~H K7RROWNiASTE AREA£~ D~SIGNATEp:~ ~
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v ti t ~ ~ ~ x~ ~ ~x x x X x x X x x x x x. f i x x~ X ~x ~ - P iR O T.~ 51 A " ~ 10 V~~ ~ , ._-TNE GE~(1TEGHNrGAL~ EN¢f~IE~R.. At?EA~ OF: EXISTING< -
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~,.r i ~ ` , e ~ ~ ~ k,e XXX ;iY X X ' X!<( ~ / r^'~ ~ ~ ~ , TEMP, ~ ~ - F(7R..ADDiTI~ONA).'I~IFgI~MAT(OI`t ~ ; ~ ~jRAPHIG 5G~ 0
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/ . ~ ,
STANDARD TEMP. SILT 1=ENGE , ; \ \ ~ , , 6 xXxXXxr-xx TA ~ , . ~ - \ ~ - ' ~ ~ % ~ ~ ~ CONTRACTOR SHALL BE RE5PON51BLE FOR ;
, - TP - TREE PROTECTION EENGING* \ \ "f, TQ...~ ~ r ~ . ~ ~ % - - ' ~ T E LOCATION OF A L 15T I TI H L EX IN6 UT LI ES
PRO~GTED r. - / ,.APPRC3X. TOPaCSIL 9 OGKPIkE _ . . ~ 4 ! ~ AREA. ST0GKPIL TOPSOIL IN- ~ RROy~Wf~STE,RR~A #I~ ARE, IS ~ ~ "i PRIOR TO BEGINNING OF ANY EXCAVATION.
_ _ TEMPORARY SEDIMENT BASIN - 5EE \ ~ ~ ~ ~ ~ - ~.x ~ =TREE PROTECTION-~~~ ~ ~ THIS~AREA TO E USES TO, - ~ _ _ _ . . SEDIMENT BA51N ~~GHEDULE POR SIZE , ` ~ , A ~ 1 FENCING...,.. _ i r 0 ~ - . - -A~'PROXIMATELY 1,3,AG?~ES. GOO>? Nu4TER1AL TO' ~ EXISTING UTILITIES SHOWN HEREON ARE BE BQRRnWED FROM TH#a'AREAI(10',T6 15' DEEP) ~ APPROXIMATE AND ALL ARE NOT SHOWN.
~ . j _ _ i ~~RESPRE„~ VEIL / , , ~ (TYPICAL) ~ _ _ ' ~ AND UNSl11TABLE N ~ aTRUGTURAL ~1AT~RIAI FROM
~ __.5lLT - ~ ~ - PR~P05ED GI~A55 AREAS i ,r- ~p~ i ~ ~ ~ DIVERSION SWALE -INSTALL AT t ~ ~ _ , ` r ~ ,`y~, ~ ~ ~,a .;r v'' ~ ~ w' i--~~-'~ ~ PRIOR TO F`ERMANENT SEEDING, _ ~ U~ CLEARING LIMITS SEE DETAIL 5HEET) ~ ~ ~ EX151'ING~~~ILL~,ON-°"TE TO 8E W,~STEI?- IN BORROW ,,r f"1 - AREASa,,.,SEE BORROW/WASTE AREA NOTES AND 5EE ~ NO-~. U
. , , ; I, , ~ - v _ . _ _ _ G.._._ - ~ 'r ONCE FINAL: Gi2ADE HAS BEEN ~ Q-~ DISTURBED LIMITS ~ ....fTYPIGALI _ i ~ r~~~... i ' T-30 FOR ADDITIONAL,INFORMAT~ON. ~ ALL CONSTRUCTION ANi~ MATERIALS TO BE IN
r~ ~ _ , , \s,~~ ESTAQLdSH D, 5EE STQGKPILE ~ .y~ ~
DIST. ~ ' ~ ' _ . _ ~ r', . NO1~~. ~ ~ , C Q / ~ STONE CONSTRUCTION ENTRANCE j , ' ~ T CT O A ITH T E (CIE ~ 100 P ~ 5 RI AGC RD NGE W HE ACCEPT D POL 5 - _ %
~ n M..~_ i q i PIGAL) i 1 - _ ~ A BUPF OF THE TOWN OF MORRISVILLE, AND UNLE5S - ER J SPECIFIED, DEFERa TO THE NORTH CAROLINA DEPT.
_ /'1 ROGK/GHEGK DAM ` \ . ~ , . _ _ - - i - - . ~ _ . _ ~ _ e _ . - ~ - - _ OF TRANSPORTATION (NGDOT) STANDARDS,
L D / ROTS TALL EXST, ~ DIFFUSE F OW EVIGE 'v ~ ; , , I \ ~ ~ f ` ~ -TREE PROTECTION ~ ~ SPECIFICATIONS, ~ DETAILS. '
_ ` ~ ! ' %i~ _ _ PF?OTFGT. ~XaT, _ ~ . ~ ~ STAG RES,..INSTALL_ . _ . _ _ _ ~ ' P p TEGTIDN FENCING ~ ~ ' t ' STREEIYARD/BUFFER _ Fi=NG1NG ..4.. ~ (TYPIGA~.) ~
. TE PORARY GREEK GRO ING e ~ _ ~ OUND ALL.STRUGTURES. ~ ; 'v PLANTINGS ALONG HWY- I?l5T ; a/ - w % (TLIMITS ~ ~~~rrunurrp~~
\ ~ .e ~ _ FIELD DdUST T72EE , ` / , ~ 1~ t, . ~ ~ PROTECTION i=ENGING A5 . SILT FENCE GRAVEL OUTLET~* ~ ~ ~ YPICAL) ~ o ~A
x ~ ~ r 0`~ _ " - „w..... ERTY OWNER AND ~~'~~~.~~~°~°'~°sj f~~'~•, W
v r. ~ EXISTING WETLANDS , ~V ~ ~ - _ _ i ~ ~TP- ~ w . ,
. . ~ , ~ ' ' , ~ T~ rte,,--~,.,~<t~ ~ Ai~'L~GA,~IT: ~ ~ j ~ ~ r% ''-,,.~.T SHILOH MORRISVILLE, LLG AL - G
_ ~ - INLET PROTECTION ~ ~ . , A ~ ~ ~ END-~S1LT _ ~ ~J _ - ~ R- _ ~ ' - . ~ ~ , ' , ' ~ ~ - 8830 COLONNADE BLVD., ITE 600 ~ ~ ' SAN ANT 26. r ~ ' ONI D, TX 78230- 20q ; ~ ~
` \ _ FENCE.-~ - ,..r~~ - - _ OAF, ~ GRA BAG AND OR SILT BAG OR 1 ` . ' PM. 210,641.6 8T FAX. 210,6 1.8463 v, ~ f tih o
I ~ , , ~ ~ ~ ~ , ~ . APPROVED EQUAL TO BE INSTALLED ON ~ ~ ~ ~ ~
- - r i _ _ ALL CURB INLETS IN STREET ONCE PAVED ~ , EXISTING - ~ ~ , ~ , . ~ ~ , e f - REE _ TEE ~ ~ _ ~ ~ r~ ,a ~~~,r'' ~ / x-~._.,._X rrr rrr a+'~ rrrrt
` T LINE- R . ~ , 1, ~ ~ VELOGI TY REDUCTION PAD /PLUNGE POOL ' ~ , v A ~PRQTEGTION~ ~ PROTFGXTIQN y , v, ~ - , ,
~ - FENCING N P _FE GING W ~ J ~ , ~ (TYPICAL) _ - - , _ ~.`r ' ` ~ ~ ' Town of Morris+rille .
e , , ,,.1,~ ATI N _ ~ _ ~ APPROXIMATE EXISTING TREELINE LOG 0 ~ ~ ` ~ ~ ~ ~ ~ ~,-r ~ /x ' . ~ , _ ;a ~ ~ APPROVED FOR CONSTRUCTIfJN
- _ BORROW/WA5TE AREA ; DIST.... a~~a:~-°~~` ~ ~ _ T ~
_ ~ ' _ - °r ~ a , - ~--w g ure, Date: , 3 2e~ a d - 5i nat ~ - - A
P _.~.n,. _ EXISTING f=1LL WATCH ' ~ ~ ~ _ , ~ ' - , - ~ ~ - . - Tawn of Marnsville, Town ineer Date/Initials _ _
~U' N X . ~ ~ _ . LIMITS' yr_,~...-~'' ~ ~ ~ r ~ X q. " ~ ~ _ ~ . - Engineering: m~ _ -
~ ~ ~ ~ ~ , ~ . _ , , ~ ~TYPIGALI f _ _ ALL SILT FENCING AND TREE PROTECTION FENCING SHOWN 5HALL BE \ , . x \ ~ , t.v . A _ ~a~__~____ L-~-_ _ Planning 3'~. _ , - ,
_ PLACED AT THE LIMIT OF DI5 U BA ~ ~ " _ _ _ Otne { p G y
_ , W POINTS AND IN ~ > ) SILT I'ENGE OUTLETS TO ~ INSTALLED AT ALL LO ~ <eR~>~ .OPMErrr ~ a _ #2 ~ DRALNAG~ AREA r -
\ . - , _ LOGATIONS INDICATED ON PLAN. ADDITIONAL SILT EENGE OUTLETS TO BE : r r . / ,e...._.-
% ~ E IN T ATIDN BASED ON FIELD ~ , ` ~ ~ ADDED ANDIOR ADJU5TED AT TIME 0 5 ALL , , ~ _ ~ k ~ ~ X PR~DEVE` MENT - , 1 - ~ ~ ' ' ~ g ature Dat Sin e; I ~ E , I
- ~ _ A,v~ l r , X,. CONDITIONS. , ~ ~ _ \ f '"1~RAINAG A - ~ - , _ - ~ . ~ ~ ~ Town of Cary Utilities Water and Sewer t - , F r i s n I .-r ~ ~ K i --.t
l o *h 4 w ~ ~ I , ~ - - ~ i - - ~ I ~ ~ ; E i s ~ dratatiasa.~an~ Kati n
_ - ~ n~+ineerine nsnection Servicas must rnntarta at a minimum Hors nrinrtn
,r commencement of any construction activities.
~i 2-4, J
REV151ONS:
ON5 TRUGTION PLAN SUBMITT L SGALE: 7=5o, G REVI EW COMMENTS 07-]-10 R
PHASP I PROS ION CONTOOK040L t i' PLAN LOT5 T AVEN EVIEW G MMENT I0-PRIES &ASSOCIATES INC.
F SH I LOH CROSS I ING PHASE 2 DATA. MAY 4, 2010 REVI EW COMMENTS 01LAND USE CONSULTANTS PLANNERS I LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS E2z
:2 10) 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300, Fax 919 / 782-1288. Email [e-mail] / Firm C•0488
F 15PONSORED BY. SHILDH MORRISVILLE, LLG PROJECT LOCATION: MDRRI5VILLE, N,G, PROJECT: 2009-009.001
F \LAND PROJEU5\X.OTHER5\2009-T701 SHILOH GRO551N6 - MORRI5VILLR\r),r~\LCN5TRl1GTION\4TH SUEMITTAL\ 24-PHl-ERG510N-50.DWv . Jan Ob, 2011 - 2:41 PM , GRE6 RELEASED FOR CONSTRUCTION

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_ _ _ _r.. , , ~ \ : ~ov.~R P ANA `v ~4 i . _ _ , \ . , . ~1~ - r - ROCK i]A A MINIMUM , . \ \ i I. SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH THE WAKE COUNTY
. x.., _ ~ • UY~IN ~ , '~y ~ ~ ~ ~ IRES:' s / DRAINAGE X V A END~~- XST.~~ ~ I ~ p~~j, ~ ENVIRONMENTAL ENGINEER, SHAWN SPRINGER AT (qlq) 36G-613S_
E>rP ~CLE~N OWr , d ~ - - ~ \ ,t _ ~ r" " t ~ ~ O OBTAIN ALAND-DISTURBING PERMIT. . 1 ~ ~ ~
. , ~ , , M~ _ _ ~ y. v. A ~ ~ ~PRODUGI EVENT, t t _ _ _ , _ . . _r _ 2. FLAGGING OF ALL DISTURBED LIMITS SHALL BE PERFORMED PRIOR
. _ _ , ~ . :,~r, , ~ ~ ~ ~ , , P1?~ >~~V~LOPMENT~ t ~ ; P R LANE (rYf;~,~ _ _ - - i y Y _ _ p f ` t . ~ "v`v"Y~"Y"Y;5}Y'li'Y , ,1'~(l~ v I r - V A ~ ~ { i ,'X , 0;40 c.. ~ ~ ~ TO THE PRE-CONSTRUCTION MEETING, CONTRACTOR TO AL50 VERIFY
Y GAL~~ ~ t~RAINAsGE AR~A~#~_ ,r - ~ G- , ; , LINE ~SPILLV4AY AND ~ ; ~ ~ ~ _ ~ - ~ v v ~ ~ I TA ~ ~ w - - ~ ANY ADDITIONAL REQUIRED FLAGGING TD BE PERFORMED WITH T+~IE
r ~ ~ . ~ MAN I P051 IV - 1 _M, y_ r / DOWNST~AM 5 COPE ~ . y ~ ~ ~ v ~ , ~ . ; , . \ ~r-,. \ ~ GONTRA~TOI~ TO,Gt7 TACT PROGRE 5;1wNERG~`~ . ' ~ ~ ~ _ ~ ~ ~ WAKE COUNTY ENVIRONMENTAL ENGINEER AND HAYS IT COMPLETED PRIOR TO THE MEETING,
RNG ALL T1=Mfg. , r - ~ ' PRIDR , R1C(NC~ -THEI, ~ MEt~'f - "r , ; Fr,~ . v ~ , , ~ ~ ~ ! .C71 RS N 5 LE~a i' 'I`6~`J^[O R'E .ALL WQRK~- - ~ ~ .
~y , APPI~OVE)~ EQUAL. rx ,\x ~ . ~ \ WI N lvXl~ _ ~ ~ / I, _ ~ ~ \ i NC~,P SEMENT T G0,IVFORM ~y i ~ v ~ ~ u ~ , . v , %`r , , . `°++s, ~.'y " 1'! ,v ~ ~ y i ~ ~~I i' W 7H APPR 1~ PLAN ' FROG 55 ~LNER/GY ~ ~ 3, INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, ~ ~ c ~ " ~ • SILT FENCE, SEDIMENT BA51N5 OR OTHER MEA5URE5 A5 SHOWN ON
A ~ ~ ~ y ~,v~`v, ~ ~ ~ ~ ~ ~ , / _ , _ , v v v v~ y . v~ ~ • ~ ` ~ Rl1L~~AND]iJLAT10 ~ , . _ , ~ . THE APPROVED PLAN, CLEAR ONLY A5 NEGE55ARY TO I NSTALL-
~ _ , , _ - , ~ ~ , , ~ . MATE' ~ r ~ i , „ _ _ THESE DEVICES AND IN AREAS INDICATED IN NOTE ~4 BELOW.
1; ~ DIET _ . . ~ , 1~ ~ T ' G~ C, uJJ t'0 v , ~ ~ . ~ • . . , , , ~ ~ ~ r _ , ~ ~MF' `18 H~P'E 4 + '
t ~ 4. IN ORDER TO HANDLE EXCAVATED MATERIAL FROM SEDIMENT BASINS / FOR- ONLY ONCE, CONTRACTOR TO CLEAR AND GRUB PROP05ED FILL t'~ DIVERSION SWAL ~ AREAS AROUND BA51N5 (OUTSIDE OF EXISTING FILL AREAS TO BE
~ ~ , / v ~.'FIL v~L2~ v FEEL ~ ~ , v, ~ ~ ~ , v X45 pIVEf~51L3N ~ _ , ~r GE Dlti `N'~lkaE . , ~ ~ X t ~ V V ~ V A ~ ~ s. ~ lr'~V. :0 1 V V ~ ~~n. ~1,. REMOVED) SUFFICIENT TO PLACE AND COMPACT MATERIAL
I , `A~-:.~ - ~O D.~ ~ , `v ; ~ . ~ ~ v ` SWALE , RROIN 'BASTE AREA' #3. AREA I5 , ~ r - [ U R VER / ~ r ~ , M'ATEL 1,5;J~GRES. GOOD UNDER GONST. C` " , ~ EXCAVATED TO CONSTRUCT SEDIMENT BASINS. IN ADDITION,
t BU ~ , SEER , . \ \ ~ , \ ~ . , . LINE ,WI~'H h1AG RI TO B F T ~ . ~ ' MAl'~ L BC~f2ROW~D .ROM HI5 ~ _ - ~ ~ , . PL . _ SST ENTRANCE ~ - , " CONTRACTOR TO CLEAR AND GRUB BORRDW/WASTE AREA #I AT THE
, . , ~ ~ > > ~ T, Nt7 ~ ' ~ ~ y ~ ~ ~ . ' •~Ty ,k:, 1~1` ~ 0 : AREA (0 .T`0 S 1~~E~P} ANi7 ~.~v ~ y~-v, ~ , , ~ L,~;, ~ . , _ , , APP t .~w~ TIME OF SEDIMENT BA51N CONSTRUCTION AND BEGIN BORROW/WASTE
~ ROVE;? . \ ~ , \ ~ , . \ , \ ~ ~ ~ A,, L` ~ r N(7N MAfifERI;~L. 5k11TAB FOR. { , ~ -UG ~ , . v. ~ , , ~ ~ , ~ ~ ~'C ~ ~"Nc ~.,F~` I~. Aft ~ r - CCU ~ AT ~.5. _ ~ OPERATION FOR UNSUITABLE EXISTING FILL MATERIALS TD BE " END 51LT~., + ~ REMOVEp DURING THE CONSTRUCTION OF SEDIMENT BASIN g2. f._. .PENCE
Fh ~rv 'v~~~ ;G?~ I f FUTU, ~'ARKWG ~,C~T C?RADI,.FR01~1 ' r,,, ~ ~ f v ~ ~ , ~ .v ,v . l;. ~ , , v , t 0)>J-SITS TO F~L . , ~ To 15 ~rdG ILA. ~ ~ , ~ / _ " 5. SEED TEMPORARY DIVER510N5, BERMS AND BASINS IMMEDIATELY
I7"~ _ , s v v ~_v , ~ ~ASN(TYP.t r I `k ' THIS CDR z~. y , ~ - `,.L ~PP ~ ~ ~ I I ~r, ~ ~ OW AREA. SOIL T BE ~ r'- ' ~ w.- ~ AFTER CONSTRUCTION. PRIOR TO SEEDING SEDIMENT BA51N5, 4" Oi= / - ,
y v ~ f, - v . ~ ~ ~ ~ . Afi ~S. n~;,.~. ~ ; . . - ~__:B1~t~'E}~IN6 NE ~ ~ y ~'v~ _ ~ r' r; ,PRF ARED„ DI`GE1.7, DR{ED, GOMPA~iTEt7 . _ _ . ~ TRCE
! ~ T r." A BID A ( ~ T t-Et~ EMIR ~iEDiME QED 5'REQUIRED. HILL TO ~r~. ~ - ~ ~ _ -r-~--..-..---~- a.. ~ ~ , • ,~i` 1, . , , ~ ~ _ r , . , x vy ~ ~ E3 5 N 6f2Al~l G D -THE DIRECT N OF THE ~.Y \~T \ ~ , ~ i ! FENCING - RO~GTI~N / TOPSOIL TO BE SPREAD OVER ALL DAM AND EMBANI:MENT AREAS ~ AS INDICATED ON THE PLAN. ALL SEEDBED PREPARATION, 501E
, (rY~?IGAL~ C~ OTEG NIGAL ENGINES SI11fA8LE FOR A ~ (T't"I~IGAI. . . . , ~ l / FENCING AMENDMENTS, ANI7 SEEDING TD BE A5 SPECIFIED ON TH15 SHEET.
t LOr. EE SHEET F012. , A I G 30 A,~ ~ ; ~v ~v ~ i ~ ~ ~ - p 6, GALL SHAWN SPRINGER AT (qlq) 36q-6135 FOR AN ON-SITE INSPECTION
~+DDITIONAL INFO MA ION ANt~ FOf~~ ~ l / , x pr ~ ¢~ROW/WASTE AREA 171f~EGTION. , w ~ , _ ~ ~ - BY THE WAKE COUNTY ENVIRONMENTAL ENGINEER TO OBTAIN A ' GERTIFIGATE OF COMPLIANCE.
, , _ " ~1 ~ 7. CLEAR AND GRUB REMAINDER OF SITE. MAINTAIN DEVICES A5
_ i ~ ~ ~ ~ ~ , ~ ~ ,RIGA k~ ~ _ ~ / 1 ~ ~ r ~ ~ ,r ~ ~ ~ ~GUSTQM.~,h5111)r SEE MOTE); ~ . . . . • , \ NEEDED THROUGHOUT GDNSTRUGTIDN,
~ ~ ~ , X• .>.r ~ 8, STRIP TOPSOIL AND STOCKPILE IN AREAS {NDIGATED ON PLAN FOR
X , ~ ~ ~ ; v ~ ' ~ 1 ~ ~ ~ ~ y ~ ; TREE ' ~ ~ 1 ~ ~ ~ ~NF ~ ~ P: GONSTI~ TION ~5f`1T. - " _ _ _ _ _ ~ ~ RE-SPREADING OF 4" OF TOPSCJIL OVER LAWN/GRA55 AREAS DNGE
~ c i , ~ PROT'~GTI0~1 ~ I~~ ~ E • X, ~ ~ ~ ~ _M ~X ~ ~ ~ _ ~ . . X ~ G„ ~ GE ~ FEN t ING ~ / . , -f ~ ~ ~ Q - FINAL GRADE 15 ESTABLISHED,
X~AH~, ~ ~ y ~ ~ OUTLET A~ LOW',.. ~ t i (TYPICAL) ~ g ~1 ; - ~ t ~ . ~ ,ti H~ ' ~ LIMITS - Q. BEGIN ROUGH GRADING OF SITE.
RI i~A a' t ~ 51 T i ~ ~ , ~ ~ ~ ~ ~ -~~(TYPIGAL) ID. STOCKPILE MATERIAL IN AREAS ADJACENT TD SEDIMENT BA51N5 A5
+ , r X ~ .~.:~r'"" ~ PLAG)~ BI2E~tK ~N LT F GIN ~ ~ i ~ r~ x X ~ x X -.,x~. ( lTYPIGAL'~ '7 _ _ ~ INDICATED ON PLANS FDR FUTURE CONVERSION OF SEDIMENT BASINS
• XX ~ _ , BU E AN I TO PERMANENT BMP DEVICES.
R r~ TAL 5 LT ~ ~ / PRI _ ~ ~ IPI~ X .x HIx ; X F~NG~ RoG~ DAIS au r. ~ r "PRE-DL~/ELOPMENT ~ ` DRAiNAC^E AREA ,
x x x k ~ ~ 7` ~ ~ ,yes- f ~ ~ i l i r ,.t , y~ , r ~1~0510N. GJNT~O~ NUTS. r ~ - BOCJNDARY.. - - _
~ \ \ v R~' RAF' ~ y . ~ j x X H , ~ ~ ~ ~ ~ , ~ ~ I ~ ~ ,r` - I. WAKE COUNTY 15 RE5PON518LE FOR REVIEWING AND ISSUING
I ~ ~ f~C~OL I T N , , , X ~x ~ ~ ~ ~ ~ ~ GE r r ~ a r pEr,~L1 ' THE 501E EROSION PERMIT FOR THE TOWN OF MORRISVILLE,
c _ T Er~7 ! ~ _ . ~ ~ ~ ,h. aa.. ~ 116. .i!/.x ~ ~ ' ' ~ I , . , X Y ~ Xl ~.OF GLA55 2 ,RIP ~ r , - " _ ' ~ 2, THIS EROSION AND SEDIMENT CONTROL PLAN HA5 BEEN
~ ~ ~ ' F'OIN -~TY~'. ~ J f ~ ~ ~ X X x - x ~ ~ , ~ ~i ~ ~ t34t~.5 ANi~ ~ ~ ~ ! ~N>a ,SILT - , ~ ~ i~ % ~ ' ! Ti2E~ PROT.EGTION . 7 PREPARED IN ACCORDANCE WITH WAKE COUNTY'S EROSION
~ ~ ~ ~ ~ / ~ ; . FENCING - ~ X ~ r~M ~ X 'I ~ ~ NGE ~ FE t EXST: 5T PI , ~ _l ~ ~ t " ~ AL1 / . ~ , ~ U. bGl~ LE / ~ . - ~ T~~`'~~, a~t~ I MINT 8A51 N ~4 N,c~T~ : AND SEDIMENT CONTROL ORDINANCE AND STANDARDS.
p©0'L ~~8.5. ,L1 t r~r ~ ~ r i ~ t _ - ~ ~ ,x ~NI~S Wf~H,4 1~4P , ~ r ~ j
i ~V ` ~ EXI~TINC~ AT~T LINE TO X ~ x~ ~ ~ ~ 0. . . .45. a,,. ~ fiAIT N P051 VE ~ ; 5H OH GRO551 NG , , ~ / ~ s ~ ~°'"..II LR>`p ~Y AT&T• X10 _.x ~ cD~~ Ap'GUT~:--~~~ NG', N;ALL Mf?. PHA5~2,GRaDIN~S s x 1 ' LINE TO ° TO ALLOW FOR THE COMPLETION DF THE BORROW/WASTE 4T&T, "id0 j OPERATIONS FOR THE EXISTING FILL MATERIAL ON THE 51TE, G~~ c~,~~~.~~~. 2~ ~JD JI ~E ~O'~
, ~ ~ I ~ti%~ r'' C~AT~a;Nb C1~ CONS TIOP X ~ ~ y "~MINh~WM" IfJ,fi~V19E:.' LV~ ION 5 LE~a' C1PER'AT10N.~` ~ ANSTION ~ ~ ~ SEDIMENT BASIN #4 MAY BE REMOVED EARLIER IN THE SITE ~ ~ ~
>s H x ~ \ ' , ~ ~ / • ~s•ANt~~IN GHA WITH ~ . t ~ ~ i' ~ ~ ~ ~ AGTI'~/ITY ~0 TAI~iE PLACE II ~ ~ I ~ ~ i` ~ , , AI~iE PLACE IN r GRADING PROCESS WITH THE APPROVAL OF THE WAKE A1~pITIC7NAL NOTES ANp T~ESIGN ~?ETAILS
~ / i ,~Td Ti EA5'EMEN'~ WITHOUT f:' ".RIP,.. TO 5 F~~M >~d ~ 'v ~ ~ J ~ ~ ~:l ~ ~ tl ~ f~ t JT` WITHOUT COUNTY INSPECTOR, MATERIAL USED TO FILL THE SEDIMENT PERMI55IDN BA51N 15 TO BE (AT A MINIMUM) THE t~JALiTY A5 SPECIFIED
F~~. l.I~lD~s; ~ ~ ~ ~ ' l ~1PPi~OPRIAT PERMISSION ~ ~ ~'EiHP• n ~ r ~ ~ ~ ~ f ~ ,f C i'O ANq '~SUPERY 510N BY AN ION BY AN ~ ON SHEET 30. GRADING TO BE IN ACCORDANCE WITH
'i, IMEN7"- / T^~TI.,ANDS ~ ~ Mf'. r ~ \ ATd REPRE ENTATIVE. ~Y , ; / / i APPROX. ~ \ :NTATIVE..~„ ~ ~ GEOTEGHNIGAL ENGINEER RECOMMENDATIONS AND SUITABLE STAP>ILIZE AL.L SL4PE5 GREATER THAN 3:I
l: _$A511`l T; ~ I ~ ~ ~t 125 r ,,~r'% FOR A FUTURE PARKING LOT, IF BA51N 15 REMOVED EARLY, (TEMf~ORA1~Y O~ PERMANENT) WITH SEED ANG
GRAD ~~s°"PJ PRO TEl? SWAL ,r ~ /t - ~ ~ ~ ~ ' ~ i ~ y,~ ; ~ ~f ~ ~ i ~ T'RE~LINE` : ~ / t CONTRACTOR TO INSTALL ADDITIONAL EROSION CONTROL 5G15U MATTING (UNLESS ~THEI~WISE
TEh9F~. S ~1~ I # ~ ~ - VRP~ ; ~ / ME T-,BAS~`N R1wE ~ i ~ / ~ f TYP. ~ t~ y~ , { ~ ~ ~ ~ f `75KIMMIrR A G .1~ TO`~, , ~ ~ ~ PE~bTEGTION ~ ~ f ~ 1 DEVICES (SILT FI=NCE, SILT FENCE OUTLI=T5, ETGJ A5
~fENGINO'" t~ ,s _P ERMANENr I i t`~ R ~ ' INE~ V~EIT ~ ~ ~ t ' ~ - , ~ - r L i ~ PICA ~ / ~ ~ i ~ 1 REQUIRED TO PREVENT DOWN5TREAM SEDIMENTATION PRIOR NOTEt?) AS SHC.?WN C7N THIS FLAN WITHIN 14
w. _ NAG G. DURING GONS'i1`RUG'TION F!iClolE I ~ TEMP•,~ ; r'° ~ ~ ' ~ TO STABILIZATION AND ESTABLISHMENT OF GROUNDGOVER.
# ~ dv~~ e , / ~ 2 CONTRACTOR TO RE OVErAIGL ~ ~ ~ ~ ~ ~ ~,DIVER510N ~ r ; , / ~ ~ ~ i~ROTEGT EXST, _ t i; ~ / i~ , ~ SAYS GOMi'LETIC?N
-EXISTING FILL MATERIAL;AND RE AGE ; ~ •i / .WETLAND UNXIL i S ; ~ l~ ENTRAN E! Tm ' TEMP. ~ ~ ~ , ~ ti ,~i ~ r ~ ~ ; ` ~fi~U510N GONT1~aL L~G~N~
WITH GOOD_STRI~GT,IJ MAT`EI~IAL; , " ~ r f ~ 15 ~ ~ i ~ / ~ ~ ' ' . 4~" C~ULV~RT „{'~F-, ~ / ' , ~ ~ 'fr= ~ ~ GREEK , ~ IT , B,A IN ~ i;~a~ ~ ~ " A 5U ABLE FOR >7AM Nl~.C31"It', ~ : , JN ~ ~ ~ , I I OPSC?IL 5T~ K ~I ~
r , I ~~X~li~ SIt51;LfE~7/ - ~ ~ ,'l~ r OG ~ L~ GONSrRUGTION. ~W I?IC T' ~ ' ' ~i~ ~ ~ % : a, ~ ~ yf+~ 1 ~ , / j ~ ~ ~ PF~OTEG'T EXISITI~G ~ / AREA, STDGKp1LE , ~ STANDARD TEMfi~, SILT FENCE ~ TQTAL ~15TU~2~~D A~'~A: 34.C~ AG ~
DIRECT ION ~faF,' A EOTEGHNIG E ~ .I ~ , ~ ~ ~ ~ ~ ~ ' ~ + ~ I l~V, NEE ; u : r.: ~ P01^IER PO s .1. / r ` r ~ 3b ; H ~ lam. , / ~TOPSQIL IN ~-IIS AREA ~ / ~ ~ ~ t Yp TREE PROTECTION EENGINGs
. ~ ~~t ~ 'n , ~ I T ~ ~ i 1 r / TO BE USED TO ~ N5 ALL~MP. P1PE~ IN DfVER~IGjN ~ ~ - t t f~ ~ ~ = l ~
WA 6 ' ~ "~..If~ WITH ~G=350 0~ ,,t°~ ~ ~ ~ / RE5I~REAb 4 : OVER' l~~ 5 Ll~5 U DER TRUG Ofd A~ X55 , ~ ~ 1~. G~' _ i V r l ~ / ~ APt''I~OVED EQUAL AT"D•5. ~ i' ~ Pi~4P05~D GRA55' I ~ l ~ Tr=1111 TEMPORARY SEDIMENT BA51N - SIDE D ~ I I->il-III SEDIMENT BA51N SCHEDULE FOR SIZE GaNTRAGTOR 5HALL BE RE5PON51BLE FOR
AD5 A ~ ~ ~ ~ \ Rp 5 Q'D. ~ ~ ' "'EN N~ T(h BA51N TYP ~ / ' i / 0 ~ ~ f s' a"" / AREAS ~Rlo~ To, I . THE LOCATION OF ALL EXISTING UTILITIES - ••~w•• ~ ~ ~ DIVERSION 5WALE -INSTALL AT
1N~TAl~L °IL F~ ~ ONCE 5 Df~5, ` ~ ~ ~ ' / RMANENT E ~ NCB ~ ~ , r~ ~ ~ CLEARING LIMITS (SEE DETAIL SHEET) PRIOR TO BEGINNING OF ANY EXCAVATION.
OP GHA'N INSrL;TE 4RA12'~ ~ . ~ 1 ~ ~ ~ ~ _ ~ r ~ ~ ~ ONCE FINAL Ca1wAC7E i ~ ~ i~ / ~ ~,a~ / ~ ~ / i EXISTING UTILITIES SHOWN HEREON ARE DISTURBED LIMITS APPROXIMATE AND ALL. ARE NOT SHOWN.
' ~ / MPt I ~ ~ GR~E~. • RO 51NC~: - ~ ~ . aED M~hT~ ~ ~ MA5 HEEN ~ fi~ME / ~ S:IN ~"RA)~~~ ~ ' ~STABLI5HEp
' ~ - ' ~ ` ' SSE ~ r~ i i IG ~ ~ i ~ SrOGKPILE NOTE. U ~ t~~IDQ~'AIN'P,,~SIT DR1~i.ON ! i \ , ,d'~ y ~ i ~ \ ! \ 7_. ~ STONE CONSTRUCTION ENTRANCE
r t ' , A~.L -fiEJ~P; I~( i~5.I ~N 5 5~ / ~ t >r _ ' , r . , , A ~ ~ \ _ , ~ NOTE.
~ ,~i - j ,r ; MPS _ / ~ ~ ~ / _ ~ ; , TE CONSTRUCT ON ESMT: ~ ~ , TALL ~I i,~NGE,AT / ~ ~ ~ . ~ ROGKIGHEGK DAM ALL GONSTRUGTION AND MATERIALS TO BE IN
1 ' ~ ::PROM 0~' OF, ~ 8 ~ ~ - ~ ~ ~ i,r~ ~ ~ - ~ ,i / ~ ~y ~ ~ ~ DIFFUSE FLOW DEVICE STRICT ACCORDANCE WITH THE ACCEPTED POLIGIE5 s
AEON TIR . ~ t ~ ~ l i SIL,T~:: _ . - 5{~T„ OF THE TOWN OF MaRR15VILLE, AND UNLE55
OF'D,15 R6ER" AR A. ~ ~ v1: - , _ r ~ t 1 ~ ~ = , , ~ ~ FE NGE 1, ~ D8 4426 PG- 8 ~ ~ ; ; ~ i f f SILT F~+tGE_., - f //y (TYf? GAL) FENCE,, TEMPORARY GREEK GROSSING SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
;FIELD ADJUST A~REQ'p.,, - ' • _ _ . 1 Q / ~ / a I ` ~V ~ ' ~ ~ ~ ~ - ~ OUTLET AT LOW ~ i ~ _ - ~npIGAL) ~ . OF TRANSPORTATION (NGDOT) STANDARDS, A'~: X SILT FENCE GRAVEL OUTLET'r* SPEGIFIGATIONS, rE DETAILS.
r f , PP~Ir~T r`rYPa~ y~ ~ ~ ~ i ~ ~ ~ v. r ¦ e
~ LIMITS ~ "MAINTAf~l.P~51T1 1 ~ _f-' 1 PRC>TEGTION 1 ~ ~ EXISTING WETLANDS
' ~ - ~ ~ FENCING = ~ - ALL,- P.' (17f?~IGALI ; ~ - ~ - - , _ ~ ~ ~ {TY~'IGALJ ~ ~ ~ ~~>>~IIUIH11~r~~i
~D1VE 510N SWAL. 5 GONTfi;AGTOR~:TC7 NT~AGT( ~'~~RGY ;1.~, O INLET PROTECTION ~~~•+Q~~N GAR~pI W
~ ~ 1` t'• ~PRI4R TO WORK IN {ALL WORD ~ p` ; 0 . IIN1N' ~XISTIN PO EN O GON~=ORM'" r mar / fir-- o r%' PROPERTY OWNER A~N17 ~,S~,y r GRAVEL BAG AND/OR SILT BAG OR ~,('P~IGAN7:
, , ~ . T ~ ~ ITH APP~OVED~PLA P~ 6FZE55 LGY APPROVED EQUAL TO E3E INSTALLED ON
Y , ' r ~ DIST• TEMT*'. SEDIt~NT B~" , ~ ~ UL~"AND„i~Ef~UL ~ l~ I~' , i _ - ,.o Pik D~VELO~'MENT , ~ ~ / ~ LIMITS ~ (aKkMMER ATTACH U TO ~ ~ ~~~r ~ ~ _ ~ ~ ,r~' f ~ ~ ~ SHILOH MORRISVILLE, LLG ~ _ SEAL ( ~ ~ ALL CURB INLETS IN STREET ONCE PAVED g83O COLONNADE BLVD,, SUITE bO0 = 26 67
Z?f~AINAC~E Afi'd~A f. r, {TYPIGALj fLIZI~(ANENr R1aE' / .r, . _ " ~ ~ ~ - 0.40 k- F j- ' r ~ ~ ~ VELOCITY REDUCTION PAD /PLUNGE POOL SAN ANTONIO TX X8230-22Oq
G- ~ 4 Ac . , ~ , i PR GT I I,.T ~ PH. 210,641,88"1 FAX, 210.641.8463 ~,~q0 ~ ~ , aK,oooo
~y , ,J- ~ ~ ~ END SILT , ~ i A. ? t ~ ~ i - ~ ' ~ ,P WER Lea 1~ ; r r.,; , , r` ~ ~ ~ APPROXIMATE EXISTING TREELINE LOCATION °'~~~Y D.
. ,f LANDS ~ ,y.,~y G , , pi I , ~ _ ~ Y _ . ; I i ,i' I 9~z, ~IIUi1111~~~ ' ~<I ~ ~ ~ BORROW/WASTE AREA
_ , - ~ ~ , ' _ 1~ ~ i r~ , ~ Town of Morrisville
; T ,t~ _ -,•.T. , , - , ,t ~ TEGTICI PfZE l~E ~ „v~> N ' . ~ i~~ - ~ ~ + . ' + ~ ' EXISTING FILL HATCH APPROVED fOR CONSTRUCTION
_ _ -.~~,.:X -`~C., ~ T , ~ r~:'' . ' = ~ - - ~ ~ .~r ~ ~~NGII~ .a rC'"' ~ PRAI,NA~E ARC _ , , . _ i~ f _ I ' ~ ~ A ~
LINDA ' , _ T ~ ~ ` _ ~ ~ P , BALL SILT FENCING AND TREE PROTECTION FENCING SHOWN Signature: _ Date: i t3 ~,ts B l '7
_ , - _ ~ ~ Tp _ . , f. r - ~ SHALL 6E PLACED AT THE LIMIT OF D151URBANCE. Town of Morrisville, wn Engineer pate/Initials
~ - . BOR~:O:~~TE ARCA. ~ AREA / . - _ - x , r A - _ _ _ ~ ,y - _ ~PPROXIF~`f~LY.~ ' ACRES ' MA r _ _ , f--w- - ~ 4 , t~' Engineering; !
r _ , , . _ F_- r- Biw EIORROWE„THIS A ~~0';T ~'~P~ ~ _ ~ t r r, " '~'r51LT FENCE OUTLI=TS Tp BE INSTALLED AT ALL LOW Planning, ((g((
L , . l , . Ai+l _ StJ . E .N . fi71~ ~ POINTS AND IN LOCATIONS INDICATED ON PLAN.
I~ SILL TO ~ ~ ` ' T ~ - ~ ~ _ . w - . . _ w % ~ x . _ s' . _ W Al AGE- IN`°T`HI A'~EA, , - i! ,r'r ~ ADDITIONAL SILT FENCE OUTLETS TO BE ADDED AND/OR other (specifyj: a
. M. - . - - _ . ~ _ - _ ~ R.1 _ . W _ _~lT ~ FORS. ~ EI„R H1C~.~. ~ - . ,v~~:, , _ AD.~ISTED AT TIME OF INSTALLATION BASED ON FIELD - - y~' CONDITIONS.
_ Y_.'`' y. _ . _ _ ~I -1 tiN ~ - _ . - _ / , ; ~ . 0 ._-E R . T ~ _T' AND....; _ , ~ ~ _ _ - _ . w.. m a~ , _ _ ~n _ r f,~` r,, Signature; Date; Z
f. - - _ _ `h~ 1:. ~'FiE. P) 6 0. THE.. - , ,r ~ _ _ , _ _ - ..w-. _ / ioo 50 25 50 15o Town of Cary Utilities, Water and Sewer
- l - . _ / _ . r' . N - AND SEE SAL. - - - - ~r w_ . _ /i~
. _......r fnan arm rnm _ wn ~
ION. `J / f ~ of mrai ni na c~4iVn 7CIY ~Ca WUaI qC WfltdGtCU 717 407-07U! di d ITIIn IfTlgfTl L4 T1gUf5 f IVT Iq 1 1
GRAPHIG 5GALE the commencement of any construction activities. 2--7 Lu
I"=50' r
cON SrRUcTION PLAN 5U8MITT AL I ~ REV151ONS
R SCALE: i -50 PHASE I EROS I NOW INV CONTROL REVIEW COMMENT 07-21-10 REVIEW COMMENT 10-15-10 PRIEST,,CRAVEN AsSOCIATES,INC,
DATE., R
MAY 4, 2010 R SH I LOH CROSS I NG PHASE 2 PLAN LOTS 9 12) REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS I LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT. 2004-004, 001 .r 15PONSORED BY. SHI LOht MORRI SVI LLE, LLG PROJECT LOCATION., M~RI SVI LLE, N, G, 3803 - B Computer Chive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781.0300. Fax 919 / 782.1288. Email [e-mail] / Firm C-0488
B LAND PRO EC'5\XGTHER5\2X-PQ-009.001 5HILOH CRO55IN& - MMRI5VILLE\DWS\CCN5TRKTIGN\47H SUBMITTAL\ 25-PHI-EROSION-50. D(, Jd? 06, 2011 - 2:A1 PH , GREG RELEASED FOR GONSTRUGTION

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C'^°1.,,a 1 , t E ~ . ~ ..`tea., :''r,pe'°/ i _ ~ _ '.i;,. ~ -
~ ~ ~ , ~ air ` n . . ~ . _ ~°~4 ' ' ~ ~;k~ ~ ~ ~ ~ ~ f~N~~~ I ~R0~101~ GON.TROL ~ , ~ , ~ ? ~ t, . ~
- _ _ _ ~ - . ~ 5 , . c~ ~ . _ ~511,T ~ ~ ~ ' " fr f~~ r i l: r / i / f ..r ~r,
R~ J . ` ~ ~ti..4. ~ ,,r" +.ii S . J" rT' ,w' ,rte ~ ..arm"' - ~ _ ~ . / ''~p~~y~ E E - ` P T ~ ~ _a.,, , Cj+` 1.~~/ ~ - - :K ,v'"f` r~ mss.. s % r^.... " G GT D
~ ~ FENGINCx_ _ . ~ ~ , ~ ~.r i , - _ _ (TYFIGAL EX'ST 1.. ~ \r, ~ , _ - a ` ' ~ v, ~ I, SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE WAKE COUNTY ' J
i~ ~ . , PICA - _ , ~ _ TELI~NE~ - , ~ r ~ r~r ~ .ww~~, - - ~ ~ ~ ~ ~ l _ _ i 1 ~ , ~ ~ ~ - ENVIRONMENTAL ENGINEER, SHAWN SPRINGER AT (qla) 36A-6135,
- - ~ . ~ ~ END 51LT ; ; ~ ~ ti~. .r _ d1 dl d.iw ~ ~ cfl , .i a~, 1=Eht' ; ~ , r.~ - - ~ , ' OBTAIN ALAND-DISTURBING PERMIT. >
, as ~f - ,,i ` ~ ~ . ti , i ' ~ ~ ~ ~ ~ ~ ~ 2, FLAGGING OF ALL DISTURBED LIMITS SHALL BE PERFORMED PRIOR ~~XST.3~' RGf~ ' ~ , ~~3' ~ ~ TO THE PRE-CONSTRUCTION MEETING, CONTRACTOR TO AL50 VERIFY
~'v 1 ~i ~ ~ , r_. i I i FRQM NHA'~ I w "mow , , a~~-~ ~~r - a ~ ANY ADDITIONAL REQUIRED FLAGGING TO BE PERFORMED WITH THE
i ~ ~ . I ~ f ~ . ~ ~ ~ ,,,yam .r .r^ ~ ~ ! i % i ,M` , , ._GON~Ti2UOTI0N~" ~ o o ; WAKE GDUN E I ONM NTAL ENGINEER AND HAVE IT GC7MPLETi'D
. ~ ~ ~ ~ i ,.l ~ w / . ~ v 1 o•Y" 1 I F ~ _ _ _ . ~ ~ \ ` h~ ' - PRIOR TO THE MEETING. E
. _ , A. r ' ~ ~ ~ ' ~ ~ 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVER510N5, r
1 .v II~TALL 2d ,RO~K~ > , _ , _ ~ 51Lr FENCE, . _ SEDIMENT BA51N5 OR OTHER MEA5URE5 A5 SHOWN ON
.r ra _ ~ i'. r , ~ ~ , _ - ; _ ~ DA WITM 10 I ~ - _ I fem. , `1i , . ~ - ~ _ ~ ~ ~ THE APPROVED PLAN. CLEAR ONLY Aa NECESSARY TO INSTALL f~~ ~ _ THESE DEVICES AND IN AREAS INDICATED IN NOTE #4 BELOW.
- ~~EXGA AT~ELEHI ~ " V. ';j ~ ~
f~ .D1~M A MINI M~ b ~ ~ ~ ~ ~ - ~ ~ ~ , 1 BEGIN 51LT ~ , 4. IN gRDER TO HANDLE EXCAVATED MATERIAL FROM SEDIMENT BA51NS ~ \ ~ Y : ~ ONLY DNGE, CONTRACTOR TO CLEAR AND GRUB PROPOSED FILL
, ~ , _ ~ ~ ~ ~ . ~ t GLEAN OUTyAF°~f~ ~ ~ E' ~ ~ r r ~ _ _Da.S7 ~ , ~,5,1~~~ Da.ST; ~ '~E,'~''~ AREAS AROUND BA51N5 (OUTSIDE OF EXISTING FILL AREAS TO BE
~r 5~; 1 ~ENi~~ T, ~ X .`~~IERtY`~RUNO~`- ~v , , ;s ; : ~ ~ ~ ~ ~ . ~ ~~LIMI1 _ ~ ~rb'v / r / ~1 LINE - - - ~ ~ ~ ' ~ ~ ~ 1 LIMITS ~y e~~ ~ ~ ; , ~ REMOVED) SUFFICIENT TO }'LACE AND COMPACT MATERIAL
x r, ~ ~ r ~ ' ; - t~RODI~IN~'~t`ENT.:. ~ ; ~s,~ ~T{~NE ~ ~ i ~ ~ ~ ~ 1 (TYPIG ~r ~ ~ , , / (,TYPE ~ ~ ` i (TYPICAL) 51L ~(D~:-- EXCAVATED TO CONSTRUCT SEDIMENT BA51N5, IN ADDITION,
~ ~ DISr ~ ~ ` STRUGTioN ~ ~ ~ ~ ~ ~ ~ ~ ~ _..r ~ - s _ ~ ' ~ a r 5 ~ ' ~ ` ~ ~ DUTL~ ~ CONTRACTOR TO CLEAR AND GRUB BORROW/WASTE AREA ~I AT THE 1 T' AT ,Lf7V~ ' , ( , ~ ~ TIME OF SEDIMENT BASIN CONSTRUCTION AND BEGIN BORROW/WASTE
` LI TTS , _ . ENTRANGE ~ i ~ i ~ TREE - ~ , ~ , ~ ~ , : ~ - r~ a ; ~ ~ ~ i _ ~ (~(PIGAL) ~ ~ ..C ~ ~ ~ y ~ PROTECTION ~ , 7N i ; PbINT (tYP,~ OPERATION FoR UNSUITABLE EXISTING FILL MATERIALS TD BE
~ ,4 ' ~ ' ~ TIE TO EXISTING ! ~ ~ / / P , ' ~ 1 ~ ~ ~ I ! t REMOVED DURING THE GONSTRUGTION OF SEDIMENT BASIN #2.
DIVER510N aWALE. ~ ri , ~ - ~ ~~~~<< yam.. - - (~"YPIGAL)~. , , m , . :,r~ , ATGH EXST. 6RADIN~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ - - ' ~ ~ i ~~,,,a., ~n..~ 1 i~ t A . ~ 5. SEED TEMPORARY DIVERSIONS, BERMS AND BA51N5 IMMEDIATELY
\ ! i ~ i ~ - - / r ...r''' ~ ~ ~ ~ 1 ~ ~ r , i ~ , r'" ~ ~ 1 ~ h~ 'f AFTER GDNSTRUGTION, PRIOR TO SEEDING SEDIMENT >3A51N5, 4" OF
/ ~ y ~ 1 ~ INSTALL 20 0~1~ t~AM WITH 10 Y~EIR. t d .r ~ - ~ \ t . GAVATE~ ki;IN~J120,~K;-DAM A MINIMUM BORROWlW~S~E Ai2EA K-AREA 15 AP(~ROXIMA`i"EL'Y 3.0 A~E~. ~ ~ ~ TOPSOIL TO BE SPREAD OVER ALL DAM AND EMBANKMENT AREAS ' ~ ~ ~ 1 AS INDICATED ON THE PLAN. ALL SEEDBED PREPARATION, 501E
; . ~ END SILT _ I ~O , , / T ~ - T~JI5 QRE/~ ().O' 7015,- ~ " ,?d ~ ~ . ` . ~ L, X-3 ,D~'',f0UT51DE OF ' ~ ~ GOOD MA~ REAL T~7BE E%ORROW~D-FROM ~ ~ i?ENCE ' ` ~ AMENDMENTS, AND SEEDING TO BE AS SPECIFIED ON THIS SHEET,
, •f,;r' l a; ~ _ x ~ EXI~TINf~ AT#"T. ESM~. ;GLEAN OUT-AFTER DEEP) AND UN~IIITABLE "NON-STRUGTURAL~MATERfAL ~OM ~XI'SrINC7' r`"~ 51 L ~ ~ _ . ~ ~ REVERY RUNOFF,PRODUGING ANT. ~ FILL ON-5171= TO WASTED.IN SORROW AREAS; 'SEE 5HEET 30, F(7R ~ r r ,
, - FFNGE ~1'N ~ r , % ! ~ 6. GALL- SHAWN SPRINGER AT (qlq) 36q-6135 FOR AN ON-51TE INSt'EGTION
- , r ~ ~ ? / ~ RC'IDNAL INF~?RMATLON AND ~~30RR-0WIWA~TE.AR1rA. ~NOT~S;" ~ ~ T'i'~I( . ,r Gf IN'r ~ ~ . ~ - ~ ~ ~ ' ~ - s CONTRACTOR TO UTILIZE BORi2C~~l/WASTE A12EA ~E ' S . I, 2, AND PTO ~ ~ \ , (TYPIC:AL) ; ` ~ ~ , ~ ~ ~ BY TWE WAKE COUNTY ENVIRONMENTAL ENGINEER TO OBTAIN A ~ GERTIFIGATE OF COMPLIANCE. ~ ~
_ /r ~`ti . ' ' P. I THE MAXIMUM EXTENT"FIR51`~THEN"START-FROM SOUTH END "OFT S tEM 8 .HC'3PE .~li~ F ,,OR ~ ~ ~ ~ _ - _ ,v _ _ ~ ~ ; ~ AREA AND`~JLY.~'UTIk'I~.THE AREA f~~tIJIR-Ei.3-TO"G PLETE ~ ` 7. CLEAR AND GRUB REMAINDER OF 51TE. MAINTAIN DEVICES A5 f
~ ~ - - D1VER5tON SWALE UNDER - ~ ~ ~ ~ , ~ ! ~ r'`` ' o ~ ~ ~ ~ ,k,~~~k NEEDED THROUGWOUT CONSTRUCTION. ~ ,
~SOPEi2ATI0N TQ"R MOWE,)~X15Tl.N~'FILL AND REPL,7~GE Wli'F~C~QOD' ~ ~ ~ \ ~ ~ \ , ~ ~ , ~ GO 5T. ENTI~ANGE. f~EMDVE,/ ~ ~ ' ' ; k., - , ~ ,jam ~ ~ ~ ~ 8. STRIP TOP501L AND STDGKPIL.E IN AREA~a INDICA`f~D ON PLAN FOR
~ ~ ~ i NCE~ ROAD 15,GT2AD~, ~ TRUGTURAL M cif r . , " Y. i A~ ~ ~ ~ ~ ~ e ~ ~ 1 ~ " ~ RE-SPREADING OF 4" OF TOPSOIL OVER LAWN/GRASS AREAS ONCE
r - ~ ~ , ~ ~ EXISTING AT-Q 1` LINE-T`O BE "LOI~RED BX ' ' ' ~ ~2. i , w. _ ~ ~ - - l , / - , ~r FINAL GRADE 15 ESTABLISHED.
' ~ T'-, ~ ~T~T, NO GR?,°d31NG..OR GDNSTRUC~TION ~ ~ ~ r ~ _ _ , r END 51L 6 ~ ~ TI~/ITY` TAK~~ r _ / _ f, ~ ~ BEGIN ROUGH GRADING OF 51TE,
~ - AS,EP'fENT btITHOUT APPROPRIATE ~ ~ - P~ ~ ~ ~ - ' ` ~ ~ f ' IO. STOCKPILE MATERIAL IN AREAS ADJACENT TO SEDIMENT BA51N5 A5
\ t?ERM15510N A~1D~5UP1rRV1510N BY AN 4 - ' _ ~ ~ ~51LT~FEN~ e ~51LT FED; ~ ; ~ ~ ~ . ' INDICATED ON PLANS FDR FUTURE GONVER510N OF SEDIMENT SA51N5 / ~ ~ ~ ~ ; ~ ,'°a~ , TO PERMANENT BMP DEVICES.
~ " , AT81= REPRE5ENTATiVE. CONTRACTOR ~ _ ~ OUTLET ;,~T` L' " TO GbK7AGT,A7~T PRIOR TO';ANY WORK I ! \ , _ ~ _w... ; ' ; ' ' , . - POJ~f kfYf+ y OUTLET t~i` LOW r ~ ~ ! fi~ ,
f ~ , ~ w DIST,. a,, IN THEIP,,EAf~P'IEN~'. ~ _ . Po~tY~~ ; ~ ~'r~ ~ ~R0510N GO~ITROL. 1~OT~5
~ TR~E - - - ~ ~ ~ ~ ILG ~ ~ ~ ~ ` I ~FiF - , - _ ~ ~ ~ ~ /r ~ '~a I. WAKE COUNTY 15 RESPONSIBLE FOR REVIEWING AND 155UING
PROTECTION' ~ ~ _ . ' . ~ ~ , wn~~~ ~ ` ~ , - A , , ~ _ ~ ~ ; ~ ' ' ~ ' THE 501E EROSION PERMIT FOR THE TOWN OF MORRISVILLE. ~ ~
FENCING _ ~ .a - , ~ TREE , \ , _ ~ ~ , . (TYPICAL) , ~ , . _ PROTEGTIF~N' ~F _ ~ ~ - _ ~
- ; _f ~ FENCING / . ` _ , \ ~ \ ~ , ' ' r i' ,i ~ ~ ~ ~ ' ~ 2. THIS EROSION AND SEDIMENT CONTROL PLAN HA5 BEEN
- , _ . - ~ 'i ; , ~ 4 ~ A i ' ~ ~ f ~ ~ PREPARED IN ACCORDANCE WITH WAKE COUNTY'S EROSION ; . 'f,, ,
- r , ~ ~ ~ ~ a h--, ..t 16.5 ATE T~ EASEMENT ~ ~ " ~ ~ , ' „w ~ ~ ~ i~ ~ , . AND SEDIMENT CONTROL ORDINANCE AND STANDARDS. . J J" d r ~ v o
~ ~ ~ , DB 4261 PG b~ _ , DIS"~. \ BpRRONUW~tsTE AREA AREA 15 A R~XIMATELY B.0 RGRE . ~ i ~ /i r/'
s ~ - ° ~ , - 'C-~~ IMIT~ 'GOOD MATERIAL~'T0.BE BORF2©V~1~FR M fiHl~a AAA CIO' TC~ 15' ~ 1 I ~ >~.s_,~.1~ ~ l _ _ , t
P~,, _ TYPICAL) ~ DEEM-AND. UN9UITAt~I..E NONySTRUGTU L ATERIAL FROP1 EXIS ,INCA r , ~ ; ~ ~iLl" ' s ti ~ ,..FILL ON 517E fb BE .WASTED IN ~ORRO~V, A 5, .SEE 5HEET 3O F(7R _ . ' 'w - , . ! ; f
FiNGE / ` ~ , ~ l^~A ' ~ . A1~D1T(ONAL INFCRMATION..AND BORROWI S A~?EA N _ . _ - ~ QTES r r . , _ ~,~.M , ~ - ~ ~ ~ - ` ~ 5EE SHEETS 23, 30, 31, ~ 32 FOR
t, .u , ~ a i , {TYPlG ) . , ND ~ , CONTRACTOR TO.UTILIZE BORROW/WASTE ARE ~f" A # T® / ~~'171TIONAL NOTES ANI~ C7ESIGN 1~ETAILS
~ E AX MU EXTE T FIRST THEN, ST ART FROM TH~EN[7 OF,ThIt~~,; , r~~ ' i~ ~ 1 ~ . - f , ~ O ~f
i f At~EA ANt~" ONLY UTILIZE AREA REQUIRED TO Mf?L.ET~ T,_> ~ w' a ~ ~ ~ I s ` ~ i ~ ~ , _ . REM~YAL OF 1rX15TING FILL`AND REPLACEMENT WIT GC,~CJD, ~ 1 F ~ t t / r _ ~
_ i ` ~aTRUGTU MATERIAL OPERATIONS ~ ~ ,r' >
~ ~ ~ P - i ~ / T r ~ ~ t \ r~ / ~ i ;f ; ~ ~ ~ TEMI~OR~RY DR ~'ERI~1ANENT WITH SEES ~~D
_
~ ~ Y 1 f i i i i NAG SGISO MATTlNC~ (UNLESS OTHERWISE
~ ~ ~ ~ ~ ~ ~ k` ~ , ~ I r f ~r; ,r,; _ - , ~ NOTEn, ~S SHOWN ON THIS PLAN WITHIN 14
j' ~,p. .F ~ i -DEYELOkti;
1 ~ N~ r- ~ ~ ~ r ~ ~ ~r DRAINAGE AREA BEGIN 51Li' . / . ; ~q~YS of GoM~L~TI D~
R UNDARY ~ ' FENCE ~y ~ ~ r
r ~ ~ , d i i i ~ i ~ ~ ~ ~ ~ ..-M-r. l ~4~ 1
' ~ ~ ~ 1 ~ r/ TOT,~L. ~ I ~TUR~?~I~ ~R~ 3
~DIST. ~ , ~ ~ d~'*~ ~ ~ b~.
~LIMIT5 I ~ ` , ~ _~m
/ ,r'~ ~TYPIGAI,) f, ~ i i ' r ~ ~ j ' . r N~ i / / r i ; ' ~ GDNTRACroR SHALL BE RESPONSIBLE FOR
"TREE' . - , _ ~ _ - ~ ~ ~ . ~~~~(/1'N GOI~TROJ~ L~V~I~~ THE LOCATION OF ALL EXISTING UTILITIE5
PROTECTION,` r ° ' O , = EGG ~ ~ _ ~ ~ ~.J V L/ ~ PRIOR TO BEGINNING OF ANY EXCAVATION,
- ,y ~ ~ fir, ; (TY ) ; r-- ~ r ' STANDARD TEMP, SILT FENCE ~ EXISTING UTILITIE5 SHOWN HEREON ARE
z;~, t~ ~ - ,.J F ,ti: r . . ~ ~ . / APPROXIMATE AND ALL ARE NDT SHOWN. - TP TREE PROTECTION FENGING*
~ i ~ ;,r ~ , Yj ~ ? C% ,
; r - i TEMPORARY SEDIMENT BA51N - 5EE SEDIMENT BASIN SCHEDULE FOR 51~E NOTE:
, F .d" ,r r'~:~ ~ r~ x ~:r--- ~ / ~`/f' _ - ~ ~ ALL CONSTRUCTION AND MATERIALS TO BE IN
, F _ , ~ ~ ~ pIVER510N SWALE -INSTALL AT STRICT ACCORDANCE WITH THE ACCEPTED POLICIES i ,r'' , ' ~ CLEARING LIMITS (5EE DETAIL SHEET) OF THE TOWN OF MORRISVILLE, AND UNLESS
i e f ; , r-~ ~
~ / ~ tiJ - = ~ r ~ = l ~ ~ 9 DISTURBED LIMITS 5PEGII`IED, DEFERS TO THE NORTH CAROLINA DEPT. OF TRANSPORTATION (NGDOT) STANDARDS,
= y (TYPICAL) - ~ ~ t . r / .w ~ ~ , ~ ~ ~ ~ , r- ,,,'r,`~r STONE CONSTRUCTION ENTRANCE SPEGIFIGATIONS, ~ DETAILS.
l ~ / , ~`7M' r
1 ~ ~ ~ ~ ~ , ' i SfL1"FENGE ~ ~ - J 1 i ~ ROCK/CHECK DAM
OUTLET AT`LE7W _ s , e~tN~urgltree
. X ~ i 7" . ,ry. y r DIFFUSE FLOW DEVICE 'eeee~~~H CARD W
r / f - J j TEMPORARY GREEK GROSSING P RTY ~ AN ~ m APPLICANT:
- r ~ J'" j
,,/l i _ ~ X SILT FENCE GRAVEL OUTLET"~'~ SHILOH MORRISVILLE, LLC ~ SEAL °s 8830 COLONNADE BLVD., SUITE 600 ; ~ 26 67 1~~:
_ , ~ l - u- y; , ~ ~v.--~tx._, EXISTING WETLANDS SAN ANTONIO TX 78230-220q ~ ~ \
~ , r`~ - ~y.; ~ , , _._,a.~~.c..~ PW. 210.641.8457 FAX. [phone] D ~ aoao~ ~ ee
~ r s _ : - i r" ~ ~ . ~ ,y ~ - ;rr , ~ ~ 1 7 ! ti~J i~ - INLET PROTECTION e'~ie~~'Y ~ ~Q~ee~e Z
,f .s r,, _ ?1?lINI? GRAVEL BAG AND/OR SILT BAG OR I-
~ ,r i~ ~s , a ~r ~ APPROVED EQUAL TO BE INSTALLED ON Town of Morrisville
i ~ ~ i• ~ r,,. i ~r ~ F ~ ALL CURB INLETS IN STREET ONCE PAVED APPROVED FOR CONSTRUCTION U
y- .r r / ~ t / ~ ~ ~ i ! ' ~ ~ VELOCITY REDUCTION PAD /PLUNGE POOL W
f~~- - - /j I - .r' i ~ Signature: 1~° ~ Date: s i3 lea P i
' ~ r ..r` yr' ~i i ~ l i _ ~ W_ ~ ~ +n ?X 51.E i r'•- sn r APPROXIMATE EXISTING TREELINE LOCATION Town of Morrisville, n Engineer Date/Initials
- ~ ~ ~ ~ , y ~ f.~ ~ ~ .r ~ ~ ~ /
,W~ 4 rf t BORROW/WASTE AREA Engineering: Planning:
- ~ ~ ' + EXISTING FILL HATCH Other (specify), LL
/ ~ r . -''c' - ~ _r i ~
~ ~ 1 ~ _ " "`1 BALL SILT FENCING AND TREE PROTECTION FENDING SHOWN
% , , ~ , r ~ SHALL BE PLACED AT THE LIMIT OF DISTURBANCE. Signature: ~ ~ Date: Z
~ ~ ~ 1 'r~SILT FENCE OUTLETS TO BE INSTALLED AT ALL LOW POINTS Town of Cary utilities, Water and Sewer
v ~ ~ , ~ 15Q AND IN LOCATIONS INDICATED ON PLAN, .ADDITIONAL SILT
F CCAI/'C x11171 ZrT~ Tn CtC AnnCn AAIr'11nL~ An IiiGTCn Ar 7-II,A~ nC G.,..;..~~~1~Ri..~.,~,+t...,c~.,.o.,.,...,~~.tl,,,,...„+.,,.~..at~9nt~c~mn^~........,~..~..,.~...~n~.,..,...-:_.._ rw
r
v -J~A ' GRAPHIC SAL .....r I LI{VL VV ILLI? IV VL !-SVVLY 7-,--f%,/1\ r'{V..W?I LY l11 III -IL, %,/I 4ii~I~~GG~~I1s 1' lipIC4LIVII.W--467111V~L WC UVI 1 LQ6LCU%917t'tV0-V7V/ CIL G 1111911111U I L®I VI~^VI LV LE IN5TALLATION BA5ED ON FIELD GONDITION5, the commencement of any construction activities. UL
I it C 501
GQNSTRUGTIQN PLAIN SUBMITTAL R REV 151 ON5:
SCALE: 10=50' R
PHASE I E*ro<"'05 I ON Ce...)NTK#w%OL L REVIEW COM NT 07-2 REVIEW G MENT5 I 1-10 PRIEST CRAVEN ASSOCIATES,INC. -15-10 ' REVIEW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 26
SH I LOH CRO551 NG PHASE 2 . DATE: MAY 4, 2010 PLAN (LOT 12) R
PRQJECT, 2009-009.001 3803 - B Computer Drive, Suite 104 Raleigh, N,C. 27609. Phone 919 / 781-0300. Fax 919 / 782.1288. Email [e-mail] / Firm C-0488
SPONSORED BY. SHILOH M0RRI5VILLE, LLC PROJECT LOCATION: MORRISVILLE, N, C.
P':ILAND PR0JE0T5\X0THER5\2X"-009.401 5141 LOH GR055ING - MORR15VILLE\Dbrj\GCN5TRUGTlGN\4TH 5UBHITTAL\ 26-PHI-EROSIQN-50.DW5 Jan 06, 2011 - 2:40 PM , GREG RELEASED FOR CONSTRUCTION

~ y,,~ F' ~ f~GS C~ GD T a
, ~~i, r. - . . . ,~i ' ~ " ~ ~ ~ GON~TRUGTION ~~QU~N.G~
~ ~ . ~a°~ ~ --~°a' , ` ' ' fir..,.,,,-- _ _ , t ,.ti -r'~~ : r 1, ~ , " y ~ ~ ~ ~a ~ w
. o, a. f
\ I ~ \ ~ ~ j ~ _ . ~r>. , A . ^ ~ . . ~r _ ~ ~ ....r'... a. 't ~ , . .'"r- ~ ter.. , u _ l J~ , ~ ~ ~ ~ I. INSTALL STORM SEWER CULVERTS, HEADWALL5, AND VELOCITY
. _ r . ~ - ~ ~ ~ ~ ~ ~ ~ ~ " REDUCTION PADS IN WETLAND IMPACT AREAS (HW #ID02 TO HW #IOOb, y ~k7T~TM ~ ~ - h
_ , i l 1 _ ~ .'fix c.- YR~'^+ ._~.r_: 1 ~ _ _ , _ HW #1005 TD HW #1006, AND HW #100 TO HW #IOOQ), PUMP WATER ~r ~ . ~ _ _ u ~ - AROUND CULVERT GR0551NG LOCATIONS A5 REQUIRED TO INSTALL ALL
f~fP , '``a t ~ .~r r-- ~ ~ ~ ~ TOP501L, SEI~~A~ , - _ ' v _ v / ~ f aC~L ~ ~`trL ii - - _ , \ . . ~ - . ~
, ~ _ ~ , ~ ~ ~ i ,f.. _ _ li:~i?,~f~TER THAN ~:I~ ~ ' G~~, ~ ~ v, ~ off, ~ I ; _ , , ~ ~ = ,~r.~°--°~' CULVERT GR055 NGS. _ T - ~ - • 5~
, _ - _ i j% „ _ ` _ _ ~ ~ 2. CONTINUE ROUGH GRADING OF 51TI=.
\ ~ r ; : " ~ T1rP ~ ; ~ E5 E~LL~H i"f'. ~I.. r o ; ~ ~ ~ ~ r ~ ~ I . r f DR . GE A ~ ~ ` ' , ' ~ ~ ' ~ 3. INSTALL REMAINDER OF STORM SEWER AT THE APPROPRIATE TIME ,
~ r= , , ~ ~ . "t3T RSIO " ~ v~ W ~I s` DURING ROUGH GRADING OF THE 51TE AND PROTECT INLETS WITH BLOCK ~I I ~
c~ s ~ . ~ ~ - ~ ~ ~ ~ _ _ ~ ,l ~I - \ ~ ~ y ~ L ~ ~ i~ ~ , ~ v D 5 ~ _ _ ~I ~ ~ ~ _ ~ AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED ' ' ! i` - ° ~ MEA5URE5 A5 SHOWN ON THE PLANS AND DETAILS. y _
_ . rt _ = s~ ~ I ~ ( a. i~ ~ ~ 4. BEGIN UTILITY CONSTRUCTION, ROADWAY CONSTRUCTION, ETG.
\ ~ • , ~~fi~~~LOPE WITH _ - _ _5L IPA GE-_ ; . ~ 1-' . r r y, , Y, "
\ / . NA OR.. P i ~ , • 0 i., - - _ ~ AT 7HE APPROPRIATE TIME A5 UTILITY AND ROADWAY GUNSTRUGTION . ~ 5
r~~+~'~ z ~ . ~ f / ~~~r> ~ ~ ~ 5T RE G Nf 1 t ~ , ~ ~ ~ _ • . . ~ ~ r~ r ; ~ ~ ; n7 ~ ~ n , rY ' •i Y`~~~r b t Z _ , ~ yL ~ ~ ~ ~ ~ i~ ~(.u _i. Y • ~ ~ ^v.o r. ~ ~ry ty . - - KFILL GUR ND SPREAD 4 OF PROGRE55E5, FINE GRADE 51TE, BAG B A
_y-_; TOP501L A5 INDICATED ON PLAN5
,7F; ~F~. ~ ~R~56hifa t~E~N~~"~,~ . ~ ~ ~ , ~ lu ,,.1 i ~ ~ , _ - ~ WAL ~..C,.O ~T-~,~~ ~ ~ ~ ~ ~ ~6~w'A'"DE ~3~1 ANf?~°•~NST ~ ~ t~ ~ ~ - ~ ~ _ ~ 6. STABILIZE SITE A5 AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
,~°°"o ~ ~ ~ ~ \ ~ ~ , , _.(TY IGAL). _ -1 ~ ~ ENf 1 ~ ~ ~ " ~ ` ~ ' SRI T AN SPIL l fR ' ~ \ ~ 1 ~ i EN~~ X T-` ' ~ (I~ AN 3:U ~ PAVING DITCH LINING5 SLOPE MATTING ETG. SEED AND ~ - . - VEGETATION ~ ~ A5 500N A5 SLOPE IS . _ - ~ D A TE )WORKING DAYS OF
0 DIST,~ _ ~ ~ N 5 ~ ~ .~ti 7ki~~'I~A1V~, Shs SHEET 40'°~;~~ ~ ~ ~ ~ - _ _ _ E~ ~ .VA , ~ . . . ~ ~ 10 ~ ~ ~ ~ ' f'V#~T - ` -a~ ~ a~. ~ THIN FIF EN 15 MULCH DENU ED ARE 5 WI E5TABLtSHE». (TYP ALL
~ ,,;~,n~ ~ ~ , ~ ~IM~TS_ GON , ~ Of~t?e~t~'1 A~q OJT E TRENGWr 1~ MP \ 7YP1GAL1 ~ TO _ / ~ ~ ' , ~ ~ ` PIL~E~+ AND"~ tit ~ 5. ti ~~T~'~ _ ~ ,w, k. - ~ COMPLETION OF ANY PHASE OF CONSTRUCTION. ALL SEEDBEB SLOPES) _ L
~ - - r ~ _ - q~/ , , , ~~~y _ _ - - - m ' ~ PREPARATION, 501E AMENDMENTS, AND SEEDING TO BE AS SPECIFIED Y.. ~ / •84!s deS'Y. +!~s ~ if ~`~'-1 ~Y.: V'.'.• ~ ~ Y
`F, \ ` - RO GTE T, ~ " ~ RA ~ I , ~ i5~ ~ ~ , 1 v a~ .li. ~ ON THIS SHEET.
rt ~ ~ ~ ~ ~ ~t~KTS _ _ r~~ ~i TYlki. ~ _ . _ ~ ~ ~ - ~ ~ ~ r .~ET'~'AI~S. a, ,T ~ NTI GS. ONG N ~ . ~ _0 E.. ~ y~ 1 - ~ ~ ~W~L1D~ ~~"°^3~ ~ ~ ~ ~ ~ ~ . .III ~ ~f . WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE STABILIZED ~ ,
/ o~ ~ ~ ~ ~=~T'®`BB ~ ~ ~~z~ ~ COMPLETELY, GALL SHAWN SPRINGER AT (qlq) 36-6135 FOR AN
~ ~ X, 5T K. _ a: i e ~ ~ , ~ _ _ . 5F KPI E T _I _ ~ ~ auSIL~' 1'~lGE" RETp ON..~ .s~-~~ INSPECTION BY THE WAKE COUNTY ENVIRONMENTAL ENGINEER. t3~ETAtNIN~n ` a~ y~ " ~w ~ ~
_w w._ ~ T~.H, ~ ~ a,0\ 15~ REA TDB ._UaE ,Tq P, 5 I ~ ~ T T.,~O ~ f . ~ ~ : .r' ~ S. IF SITE 15 APPROVED, REMOVE TEMPORARY DIVERSIONS, 51LT FiwNGE, B~tl`t A $ILT ~~l ,
. ~ ~ ~ ,a 7 ~ _ ~ P AQ- P ,p ~ ' T ~ I~ TGH TO ~ x ~ 7 ~..p C~I,1'L fl.` ~X~T:~ ~ SEDIMENT BA51N #4 (5EE TEMP, SEDIMENT BA51N #~4 NOTE ON SHEETS 25
~ ~ ~ ~ ' RA ..ARE 5 ~ ~IC),R ~ ~7 , t , ~ I ~-a ETG. AND SEED OUT OR STABILIZE ANY RESULTING BARE Po~N l'~L?~ ~ ~u~ ~ ~ ~ ~ ~ AND 28), , 'FZI~ A4 ~L J , " ~ AREAS• ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH
~ ~ ~ ~ ~ . . _ ~/RR ~ ~ ` :.~P'LU i'~L ~UN~ l
, \ ~ ~ ~ ~ G 5 N TA I~H ~ mb . v.i~a I ~ ~ , ` ` ~ ~ ~r ,w ,w ~.,w ~ A5 VELOCITY DI551PATORS, SHOULD NOW BE INSTALLED.
\ ~ .lV ~ _ PRO TIC` A51 i~RA iNG ~"~1• A•,M ~ e ~ ~ ~ PI } \ .I\ ~ Ily Pfj51 ~ VL , r • ,,~Y, _ ' ~ ~ ~ \ , ONGI= VEGETATION HAS BECOME ESTABLISHED, CONSTRUCTION 15
. _ ~ t' ~ a ~ ' . ~ ~ ~ ~ ~ ~ _ . ~ I. ~ , D WALL TEMP, } , ~ _ ~ X ~ - ~ ~ ~ ` \ ~ COMPLETE, AND THE SITE 15 NEARLY 100 STABILIZED, SEDIMENT ~ ~
' , y ~ ' `8'~VI I ~ a ~ ~ .~1~ ION 51~JALE~,~.,~~ A; ~ ~ s _ ,~j / ~A ~ Y , v Y Y r V J, ~ Y Y"V ~ , ~ : ~ ~ , ~ i 1Pk'1~~U / " ,1 V $ASINS #I AND #2 TD BE CONVERTED AND PERMANENT BMP STORM
, ~ WAL TO D VERT : iNL T ~ ~ , >T~ _ ~ , , 1 ~ ~ r _ ~ ~ , p ~ ~ T Y R PRO . , ~ ' ~ . ~ ~ " ~ ~ WATIwR DEVICES 5HOULD BE INSTALLED AND FINALIZED TO THEIR FULL - ~ ~ - ~ • ~ DESIGN SPEGIFIGATIONS. DNGE PLANTED, CONTRACTOR RESPONSIBLE
~a LT GE ~ , ~ . A ~ ~ ~ ~ 1 ti ` - - ' , " • FOR PROTECTING WETLAND PLANTINGS FROM SEDIMENTATION.
. ~ ~ ~ ~ ~ ~ ~ 1"I c9 , ~ ~ a.~„ \ _ ' M CONS ~ GTfQN E5 ~ t - ~ 9 i ~ r , ~ ~
~ ~ , \ . A ~ ~ . Q'Ca~ ~~ti ~ ~ ~ ~ - , E E3~ A 120X; ~ ~ ~ ~p 10. SEDIMI=NT BA51N #3 TO REMAIN FOR 1=UTURE LOT 12/PHASE 3
~ 1. ~ ~ ~ ~ ,ti~ e7;~ LlM4T5 _ - r r ~ 1 n.n-~~ ~ ~5T PN~.E A A # i~-~ ~ , - N - ~•u~ EE E TOG ILE ~ V' 1 , . (r ~ M`--'~~ _ ~M°~ ' _ DE~LOPMENT. MODIFY RISER OF SEDIMENT BA51N ~3 TO VELOPMENT ~ _ ~ . i, POST-DEVELOPMENT RISER DESIGN AND REPAIR/ RE5TORE BAaIN TO
- 'g , ,~dy, _ r' ~ < ~ ~ TES. ~ ` , ~ ~ (1 ~ / ~ iIV 510N DRAINAG ~ MAINT N P051Tt1%E ~
~ - ~ l ~ \ ~ ~ SALE ~ ~ ~ ~ , , ~ l' 5 ALE i30UNDARY ~ 1~R'NC~• N ALL TEM ORIGINAL DESIGN SPEGIFIGATIONa. ` ~ QT 171VER ION SWALES ~ MP,,~ II. STABILIZE AND SEED BARE AREAS IN AND AROUND SEDIMENT BASW #3.
~ ~ y~ 0, I]~ ~ p APP ax. a~ I .I. ~ ~
~ ,A ~:r -~y,_ A , . ~ ~ ~ _ ~ N O PILE REA #2. ~ ~,a - STRE ARD. ER A w ~ ~ M ~ ~ M . 2.5 ,SL~~CC PPEE TO ZONE I OF NEUSE EC)W ~ APPROX. -Dt R510N i 12. WHEN VEGETATION HAS BECOME ESTABLISHED, GALL FOR A FINAL SITE
~'~V ` ~ ~ \ ~ PLANTI ~ NG HWY I. GAL) ~ ' ~ ~r ~ y ~ ~ 5EE W 5 OGkPiLE ~ BU EE - ~ NOTE . ~ i ~ i i ~ 1 BU FER T~EI~"MAXIMUM 3:I LOPE IN ZON I STOG PILE AREA # - 5WA E EIELDi INSPECTION BY THE WAKE COUNTY ENVIRONMENTAL ENGINEER, SHAWN
, . ~ ~ ~ ; ~ , ~ ~Y; ~ PRt~TEGT EX TI ` ~i'~ ~ 0 TP 0 THE NEUSE BUI=EER. Atn SLOPES ; ~ S~ W STOGKPII:: ~ ~ i SPRINGER AT (qIQ) 3bq-b135. ~ ATER r++AN 3:1 ,HAVE EROSION / ~ i Ala UO'p S i ~ 13. OBTAIN A GERTIFIGATE OF COMPLETION.
NTROL MA G INSTALLED PER )?DW APPROX. •
~ ~ _ ~ ~ f ` IN T I ~ N NUFAG R5 REGOMMENDA . ~ kPlk~ AREA # - ~ "i. i
~ I ~ ~ ~ (T ) 5EE D1=TAILS. ' S1^E E~yy aTOGKPI . ' SIT i
~ ~ ~ ~ ~ 12 E , ~ 1u ~ _ NOTES. ~~E _I2'--YJ~E ~ ~1= Y,I. • ~ i 4^~`"~ IGAL)"r - ~
! ~ ~ , r~ a_ - - To nlvERr #z4 ~ TEMP. A--i "
~ ~ ~ s / INL T~ (T i ~ ~ r ~ A I PROP05El PROpPOSEpj RIAJOFE TO YARD , ` 15" r~'--G6N5T.f.~'~ ~ ~~D~ I G N GC~1~T1~C~L 1~DT~5:
u ~ ~ l`~ ~ • r ~ \ ~ ~ ~ ~ I TALL TEMP. PI 5 IN ~ ~J ~ _ _ .t ~.._GR~ES ~ INC.ETS (TYP,) GPI' E ti,Tf ~
; ~ I ~ r+ 7 (TYPICAL. ~ ~ ~ ~ "i a• R D517URI~lG C NSTR ON k r~ ~ . _ - i ' (TrPIGAL) _ ~ 1~,;,~ ' Y. I. WAKE COUNTY IS RESPONSIBLE FOR REVIEWING AND ISSUING THE 501E - - _ _ _ EROSION PERMIT FOR THE TOWN OF MORRISVILLE.
_ ~ N. A \ A5 Gt D, ~TYPIGA INLET \ u ~ . \ ~ ~ - _ ,
: . , ~ _ i~~ " ~ ~ ~ ~ o. ~ ~ ~ \ ~ ~ PRO ~ ~ G;f. ~ a~ G. , ~,--W _ - _ _ . ~ i ~ \ / PRO 5ED - ~ " ~ 2. THIS EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED IN ~ ~
~ ~ ~ ~ RET INFN6 ~ _ . ~ - - ~ ACCORDANCE WITH WAKE COUNTY'S EROSION AND SEDIMENT ~ - ~ N _ ~k " -._~b
_ ~ GRA ~ E E Ar , ~ wALL E~IGU ~ !~_.-_:r ~ , ~ ~ ~ m - / TOP- 0 RET. ~ 4 - ~ CONTROL ORDINANCE AND STANDARDS.
` " ~ ~ ~ a BEGI t* 51 L _ ~ ~ , , ~ BY THERS I' , U N n
_ P GE ~ _ ~ ~d ~ ; n~. ' ~ i ~ ' i ~ V ~ r,~a.. ~ \ 1. ~ ; ,fit ~ I ~ - . 5EE SHEETS 23, 30, ~ , 2 OR y r +
Nr P T-DE ' I ~ ~ ~ r F,• Y V-,r.,~,. ~.Y:~4 1 i ~ TH~ ` \ ~ ~ ~ ~Y Y' • ~ r ~ ~ D WAGE AREA , J ; ~ . ~ ~ - ; ~ "#2~,.,~'cp ' , ` ADDITIONAL NOTES I~ND DEaIGN DETAILS ,
0 - Y.i. g 2a PoE _ - 2a' ~b Puy'
\ - LET a. _ ~ LEY" I WID DRAINAG - -
t 1 ~ ~ A ~'IT "1' BE ~ - - ~ ~ ; ~ ~ ~ ~ , STABILIZE ALL SLOhES GI~EATE~ THAN 3~ ('f'(P~. `~~~I ( 5 TD >?IVERT ~ ~~-~'2o''ifik`' _ H AND
~ ; ,
• 1 , - ~ RUNOFF YARD - ~ ~TEMpD~.AfZY OR ~'EI~MANENT) WIT SEED
_ - ~ ~ ` ~t ~ ~ :-V ~ ~ A~ - - ~ ~ SILT EE ,i \ ~ ~ ~ _ ~ ~ . W L WIR RAP - i _ = .d. ~ ~ ~~a >SLLT FE~ -~°~n..INL~TS (T1~P. ~ ~ r ' ~ N,~G 5G150 MATTING ~UNLE55 OTHERWISE
~ " : , ~ REQ IRE WHE , ~ ~ r R (AC7P..~5T L~~.,.
- - - I , AD..~S ` . ' WALL I IN G e' ~ 12E~ ` ~ ~ ~ ~ ` . i ~ ~ ~ ~ ~ P1~`OXI ITY i ' ~ DIVE - j , , ~ . ~ ~t>~~ , , , - ~ ~ . I~ NOTED) A5 SHOWN ON TH15 PLAN WITHIN 14 , L. ~ ' - ~ ~ OF COMPLETION ~ D
A\
~ ~ ~ ~ ~ _ - ti. - ~
. 1 ~ ~ . , . ~ , ~ , ~ , . ~ ~ ~4 ~ ~ , ~ ~ TOTAL D 15TUfi~~?~D ~fi~E~: ~~.D ~G p
. , PRO , ~ \,\,A ~ l : ~ ~ ~ ~ ~ n s- .
STANDARD TEMP. SILT EENGE ~ . \ APPRt~X TO IL 5 OG LE ~ ~ f A - y,. ,mow
` ~ , ~j \ -~oP of WALL ' ? _ TP -TREE PROTECTION FENGING~ ~ ~ r SEA, T~~ PIL TOP501L - , ('ROPOSED~ ~ ~ ~ ' GONTf:AGTOR SHALL f3E R1=5PONSIBLE FOR
I'"" THI T : ,BE U5E0 TD TEMPORARY SEDIMENT BA51N SEE ~ ~ ` J ~ ~ , "TREE PI2oTEGTI --.-i RESP gVER ~ ~ ..._r . _ - GRASS PISTALC~~4'" Tt7P501~., ~5>YEp,'AND ~ THE LOCATION OF ALL EXISTING UTILITI>r5
II~II~II ~ , ~ , ~ T ~ _t.. ? > ? ~~I-III=~~ SEDIMENT BASIN SCHEDULE FOR SIZE y, ~ , t ~ . ~ ~ _ _.EENGING . ~ - ~ P-RdP ~5 D S5 AREAS ~ ~ _ \ 1., ~ NGE _ (TYPIG,AL) " ' ~ l -(TYPIGAL~ ' ~ MA AN P PRIOR TO BEGINNING OF ANY EXCAVATION. a 'A5 aOON A5 SLOPE t5 - EXISTING UTILITIES SHOWN HEREON ARE
~ ` r A .,4~',~ ~ , I ` ~ PRIO T R ENT SEEDING ~ ~ , , ~ F.,/ ~ ~ DIVERSION SWALE INSTALL AT _ " C-~TABLtSFIED..~TYP• ALL`'y APPROXIMATE AND ALL ARE NOT SHOWN. Q
~ , ~ A I i T'A'P,, - , : ~ > r G FI~ G~J Aga BE I ~ ~ . ,,.~n, - GLEARING LIMITS (5EE DETAIL SHEET) ~ < ~ ~ ~ ~ - ' ? _ , SLOPh9) ` ~ ; ` ~y
~ E5TAB1~15; D. 5EE 5T PILES DISTURBED LIMITS ' ~
• ~ . ~ ~a . ~ ~ 0~~:~ r„ , 1 ~ ~ . NaTALL,,,2. ~ A '7 ~ ~ ~ , IMITS ~ , , o , ~ ~ - _ I ~ IP,O TY E ,
STONE GONaTRUGTION ENTRANCE ~ ~ , A` ~ PIGAL); ~ ~ Rk1N"STONE ALONG t. -OE ~ ? ~ ~ 3>~ _ ~ R~rAtN~N~ WALL IN _ . ~ - ~ s ? . _ . B012ROW/WASr ROW/WAST ~ - ~ ~ , ~ ~ ~ IA , ~ ALL CONSTRUCTION AND MATERIALS TO BE IN } FFE STRICT ACCORDANCE WITH THE ACCEPTED POLICIES
~ - " ~ •,,1 ~ . Y ; i A~,, ? \ ~ - _ - ~HA"fCHED AREA..... ~ ~ ~ ' ~ ~ . , _ ~ ~ ~ ~ ~ ~ ~ _ _ AREA ~1 _ I"'?? ~ A ~ - _ - ~ ~ _ - ---.Y---~~ OF THE TOWN OF MORRISVILLE, AND UNLE55 ' _ ~LL - ~ 5f:'EGIFIED, D1=i=ERS TO THE NORTH CAROLINA DEPT,
- u ~ - ROCKIGHEGK DAM V ",4 ` , ~ \ ~„A a - . " ~ ROTS TALL EXST. _ u ~ \ i - . _ r ~ ~ . TT= _ ~ _ OF TRANSPORTATION (NGDOT) STANDARDS, .
~ ~ t ! E5. 5 AL DIEI=USE FLOW DEVICE , \ p1 5TR RD/BI~FER P G,T40N FENCING ,r. _ ~ SPEGIFIGATIONS, dDETAILS. ~y
` ~ ~ . ~ ; ~ F' I S ALONG HI~Y~' ~ _ I l? _~JU L STRUCTURES. °~~~I ~-FIELD A1'7- TCaf~A>71NG-AND~ - _ . TEMPORARY GREEK GR0551 NG ~ - iL
y ~ , ~ Q, O . _ . ~ ~ . i T T N FENCING - REE O ` ~ \ \ v..- _ _ 1.. ..I_ ~ A5 RE .1RE~... ;=`r "J t'ROTEGTION; i?15T, ~ 1~~rrrur?rirrr o,' - FENCING ~ LIMITS q~`~~~~~~"\~~A~Q~~~~i~~~' W
X 51LT >rENGE GRAVEL OUTLET " , \ I ~ ~r \ r ~ \ _ _ ~ , (TYPICAL.) ('i'YPIGAL}~ O~ ptNp ~Q ~ y W
,r , ~ , ~ , w ~rP~~~~ ~ A~PPLI~ANT: ~H
~u s EXIaTING WETLANDS 0 o.. i _ ~ : I ~ \ . 1 ~ ~ , . ..1 ~ - ~ ~ . ' ~ ~ ~ ~ ; ~~~~'`7"t~. SHILOH MORRISVILLE, LLG 4 EAL
_ _ ~ ENI~~ (LT THE _ _ . a Y~ w~ I . ~ ~ ~ , ~ ~ ~ l 9830 COLONNADE BLVD., SUITE 600 Y• - ~ ` ; ~ SAN ANTONIO, rX 18230-2209 ~ ~ 2~~ c~
~ ~ _ , a - ~ , ~ ~ A 1. ~ EENG PROTE INLET PROTECTION ~ r: A ~ , ~ ; ~ . ~ ` ~ A. ~ a FENCING ~ P~ r- , _ _ - ~ , ~ ~ ~ ~ ' PH 210 6418481 FAX [phone] _ F.
r_ ~ - ~ APPROX... y, - , . TYPIC q~ .~_v. „ 1 ~ \ ~ ~ I T AG OR ~ ~ ~ GRAVEL BAG AND/OR 5 L B ~ ~ ~ - I ~ _~a ~
v, ~ . , ~ \ f~TING ~ ~ `TREE APPROVED EQUAL TO BE I ST D 0 ° w ~ ~ ~ ` T ~ _ r ~ ' , , o ~ ~ ~ ~ PROrECrioN ~ - T fNE ~ Z
ALL CURB INLETS IN STREET ONCE PAVED ~ , \ r. , ~ . ~ FENCING c y ~i . ~1 ~ = - 31 SLOPE- t _ , _ "
, - ~ . k _ ~ ~ - ~ a~ ~ ~ ~ ~ VELOCITY REDUCTION PAD /PLUNGE POOL \ Town of Morrisville tt _ ` r r 1.rx _ APPROVED FOR CONSTRUCTION ~.I
, ~ r _ _ i 1 \ ATION ~ a ~ r ~ ~ . ~,,~~„~..x _ _ ~.1
APPROXI ATE E S ~ , ` ; , , , ~ W . . ~ M XI TING TREELIKE LOG ~ ~ \ \ _ ~ ~ - ~ ~a 1~ ~ ~ W _ w,. _ . w _ g ature Dat i
. ~ ~ BORROW/WASTE AREA • ~ ~ Sin e: 1 i 2ca _ _ -
. ~ ~ ~ _ _ _ ' -~r'` ~ ~ Town of Morrisville, T Engineer Date/Initials
EXISTING FILL HATCH , t r 1 r _ _ . \ . ry Engineering; ~ )
_ _ ~ J _ r'~ - - a:::,~- Planning; Othe ( p
LIMITS r ~ ~ ~ 1 ~ y r ~ r ~ I N PROTECTION FENCING SHOWN ~ ~ ~ ~ ~ r , - , ~ ~ ALL SILT EENG NG A D TREE . rseci . .O~a?`-D ~ L-dPM~NT ~
~ - ~ , ~A , o . ~ ~ 5HALL BE PLACED AT THE LIMIT OP D15TURBANGE. ~ ~ ~ ~ ~ ~ ' ~ , r a DRAINAGE AREA_#~-- - " - ~ _ _
V' - • ~ ~ ~ ~ ' ~ M ~ - - _ , ~ , . , p ~ s, \ _ ~ , L - C=0.4O-- 3;~ Ac F ~ ~ ~J ,
_ Ow ~ , ~ ; 1 51LT 1<ENGE OUTLETS TO BE INSTALLED AT ALL L x ~ ~ _ y m - _ . - POST' DEVE~A, N ~ ~ ' ` I ' n_ gnature• Date; . ~ rv
POINTS AND IN LOCATIONS INDICATED ON PLAN. ~ Ia0 50 25 0 50 15f7 ~ ~ ~ ~ -l -Df~AINA AREA.r- - a ( _ M1 Town of C y t?hti ater and Sewer ~_i ~ -
ADDITIONAL SILT PELAGE (~JTLETS TO ESE ADDED AND OR ~ . , . ~ ~ r ! J ` , ~ ~ ~ 3_- ` ' ~ Engineering Inspection Services must be contacted (919) 4b~-6907 at a minimum 24 hours prior to
ADJUSTED AT TIME OF INSTALLATION BASED ON YIELD ~ f~
GONDITION5. i the commencement of any construction activities. L.J
A GRAPHIC SCALE
G0N5TRUGT10N PLAN 5 U 5 H I T T A L SC&E• 50' PHASE II EROS I ON CONTROL REVISIONS:
REVIEW COMMENTS 71 I _ 1 a PRIEST 111 T
AsSOCIATES REVIEW C G MMENTS 10-5 1a , CRAVEN ~ INC.
f SH I LOH CROSS I NG F PHASE 2 DATE: MAY 4, 2010 PLAN LOTS 2mom 10) REVIEW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 27
PROJECT 2009-009, 001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 Phone 919 / 781-0300 . Fax 91.9 / 782-1288. Email [e-mail] / Firm C-0488
SPONSORED BY. SHI LOH MORRI SVI LLE, LLG PRO.IEGT LOGATI ON: MORRI SVI LLE, N. G.
F; ',LANE) PRGJEGT51X0-HER5\2W9-X9.001 WLOH GR0551N6 - MGRRI5VILLETG OWONSTRUGTICN\4TH 5UBMITTAL\ 27-PH2-EROSION-50.DWG Jan 06, 2011 - 2:40 PM , GREG RELEA5ED FOR CONSTRUCTION

? ~I i~??~ I I ~~1/ I V 1 7 W 1/ 1 RT~V 1..
.i. r r. - i ~ _ _ may, d 'r / ~ n, ~ . , v~ ` ~,r y , d F-
, ~ - q,
~ _ , :°'~.h~~ ~..'n .~y' .d` ,'ass.' ~ ~ `b+~•' ,f , ~ ! _ „ F ^°,1 _ , , GONSTf~UGT 101 ~~C~U~1~G~
\ _ , ,;;>r. „q~r.w.,,~`~~ ,-r ...»o~^`' ~ , ~i i A ,,a" .yam ~r< ~ \ ~ \ 1, f , i~ .'r ~ ~ I. INSTALL STORM SEWER CULVERTS HEADWALLS AND
- v : G' , ~ 'I~ \ a ~ . w„-'"~;, ,1 i ~ u, ..r . ,V.:, , ;~,a~.• i:"`t y. \ ~ y, ~ \ ~ i ~ .:n ~'x ry% T~ y .i ,.-""m.«-"^' . ..*-~.:~.,+^".y+=,^"°"......... ~ L-. ~ ~ ~ 1 \'aC"' l .~i~ 1~ R4AA -EPEE, ~ i,:,; , ~ ~ , ~ REAK SILT ~ ~ ~ VEJ_OGITY REDUCTION PADS IN WETLAND IMPACT AREAS (HW
M , I~EELI .-w , ~ ~ ~ ' ' , NG~ AND #IOD2 TD HW #1006, HW #1005 TO HW #IDOb, AND HW #IOOl
n- - . G,. ~'NS L GHE ~~r,; TD HW #IOOq), PUMP WATER AROUND CULVERT GROSSING
~ - ~ ~ A ~ 'T ; _ ~ A ~ ; ~ LOCATIONS AS RE(~UIRED TO INSTALL ALL CULVERT
~ «wo~"'p~. v_ ..~^.'"tea" ~.,r- ~ ~ v Y~ V ...T r. ~ ~ v \ ~ ~ ' ~ _ - , t ~ ~ , GROSSI NGS,
v a , , r,.~ , ~ .r' . _ \ :r.>. . ~ _ , ~ , ~ . v ~ , , . ~ ~ ~L , \ ~ ~j TONE NSTRUGT p , _ , . , ~ y~ BEGIN 51'~T 2. CONTINUE ROUGH GRADING OF SITE.
_.,.$r~~ _ - , as s - ` } ~ \ ~ FENCE ~ ~ , i~ Raj { " . 3. IN5TALL REMAINDER OF STORM SEWER AT THE
~ ~ . : Ll ~0 RO ~ _ _ - - - - \ , . INST 0 PpCES:A ~ ` ~ ~ ( APPROPRIATE TIME DURING ROUGH GRADING DF TWE SITE
v ~~EE L0~' ENT _ - - _ OST M t- , . - :,.r _ , ,„,::...,..-_,~3 ~ C~ ~ ~~y ~ , x, ~ ~ . , AM WITH I IR: , ' _ _ _ w _ _ _ . . \ ~ .,WIRE ~ ENI~~ ',END FX~T~ ~ ~ ~ AND PROTECT INLETS WITH BLDGK AND GRAVEL INLET
~ _ . r Cv~L~ IMAGE ~E A ~ _ \ \ X AVATE B HIND _ , ~ _ w.. \ .m- i T, o ~ ~ CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED
_ _ V ~ A ~ A Ate. . _ , ~ , ~ .,r~ ~ ~ ~ ~ ~ , _ - ~RQGK DAM A~~,MININIU , ~ , - _ f,,y... _ - ~ _ ,~f f ~ ~ MEASURES A5 SHOWN ON THE PLANS AND DETAILS.
, ~ , , ~ ~ ~ y _ _ ~ _ M . . _ . . _ . _ _ _ M... , _ ~ - ~ 4. BEGIN UTILITY GONSTRUGTIQN, ROADWAY CONSTRUCTION, ETC.
_ ~ _ y w_ . _ ~ ..v ~ ~ . v , , , ~ . ' _ DRf~1NAG~~~AREA . ~ ; ~ , ~ v, , ~ ~~L~. ! , a A7=T1^R-EV'ER~' RUNOFF. _ _ w. ~ - _ s.: W. ~ , ~
~ ~ f,/ !r ; ' ` ' • ~ . ~ ~ A_' AG PRQOUGIN t r I _ ~ . v y ~ _ 6. NSTALL 4~ TOPSOIL, SEEC7, AND," ~ ~ - ~.9 ` . _ N~U~E ~ , \ ` AIt~U POSI 111F~ 1' ~ ' Q S. AT THE APPROPRIATE TIME A5 UTILITY AND ROADWAY ' ~ ~ Z CONSTRUCTION PROGRESSES, FINE GRADE SITE, BAGKFILL
J INT _ - ,t~TTlb~~l1~ ATEf~ THAN 3,~a~ ~ v , r '1~1 y , ~ „ . , ~ ~ ~ ~ : ~ ^ GU~ T T TD ~GU GT f'ROGRE S Ef`IERGY . , , v , , , -AI'~ 1 ~ CURB, AND SPREAD 4" OF TOPSOIL AS INDICATED ON {'CANS.
_ __.,~~~Q ~LC~ ~ ~ v , , . , f , , , ~ , ~ , - RNG LL ~ ~ I~ ~ Nf. ~ I NG HEIR' F/?~ME ALA: WaR ~ ~ , I~
ESxA~ ` ( D.,' TYp, ALL ~ ~ ~ ~ ~ ~ ~ ' „ \ , \ t' k RS N 5 ES ~ ~ ` ~ ~ v ~ ~ ~ ~ ~ 'v ~ y ~ ~ ~ - N - ~ ~ W~ E,~S MENT T GpI~FORM _ , .v. ~ v 1~ti~~ v ~ ~ _ . ` , SLf~PE~j , ; ~ 'y , y~ ~ ~ ` ? AP! A PROGR~55 ~~NERGY ,.TM ~ 6. STABILIZE SITE A5 AREAS ARE BROUGHT UP TO FINISHED .
IT PxP „ P ' ' 4 ~ PE Y - r \ ` SINE ~ LLWA AND ~ v v. . ~ ~ ~ y ~ , ,v • ~ y~ , ~ f ~ GRADE WITH VEGETATION, PAVING, DITCH LININGS, SLOPE 1 . MATTING, ETC. SEED AND MUCGH DENUDED AREAS WITHIN
\ ~ \ ~ r , - »owNS`rREAM`SLaP~ ` ~~y`~ ~y,,~,. ~y v ~,v ~r~ ~ ~ r, - ~ ~ - - A ~ I T I / FIFTEEN (IS) WORKING DAYS OF COMPLETION OF ANY PHASE
: ~ WITH ~ ~ ~ . \ \ \ ~ , \ ~ 4 . ~GI' GU~iT , \ \ ly ~ S ' , r.; ' . R._ - ~ - . ~ , \ : ' \ \ , ~N l d ..~.r - UNFITS ~ ~ DF CONSTRUCTION. ALL SEEDBEB PREPARATION, SAIL
NijG G350 OR ~ ~ vv ~ v v v ~ v ~ ~ , , ~ i / -r~, ~ O IS ~ ~vl ~ T~ . vAT``~7C~E•. v ~ ti y ~ (TY A1.) ~ . ~ AMENDMENTS, AND SEEDING TO BE AS SPECIFIED ON THiS _i I ~ SHEET,
- Pi'ROV~D EQI~ ~ , . ' , y, y A ~ ~ v y y t !y ~~x, ~'IG , ~ Tom,. ~ /l , ~v v ~ „..y yv,y,~~ ,
' ~ 'R ~ v , ~ ~ rt y ~ ~ ~ BOR OWfWA5TE ~ ~ ~ ~ , „ ~ ~ / - ~ ~ - / ~ "1. WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE
~ y v r - _ ~ ~ ~ ~ L . ~ ~ ~ y ~ ` ~ ~ ~ . . ~ ` . ; ~ ~ ` ~ ~ I~ WIT#~ NAG . , , '.'F, vi ls,~~1sT~ / _ STABILIZED COMPLETELY, GALL ~IAWN SPRINGER AT (~Iq) n 3bq-b1~5 FOR AN INSPECTION BY THE WAKE COUNTY
r.w 5AG ~ ~ , , I ~ ~ G`~~ t ~ i a0 OR ` ~~N T: ~I i _ ~ , ~ ~ v ~ ~ : ~ I \ , ~ Air i2OVE1~ , l ~ - ,D~iE ~ ~ , - /
I - ~ _ - - ~ - ~ G ~ ~ \ , v v ;~GI'`~(2C3G~I~.~r T1.1'T ~~17€ . Py ~ ~ ~ DUAL. AT p,5. 1 ~ ;rv. .i ~ f / ENVIRONMENTAL ENGINEER. ~
, v , f , ~v i ~ . , .ENT . `vv,, ~ ~~v~~~, ~ ~ vv~,\ _ . RANGE TO' t , ~ ~ ~ y ~ - ,~-~I^"~ ~ , ~ r,~. -T a. IF SITE 15 APPROVED, REMOVE TEMPORARY DIVER510N5,
4 , _ \ \ t ,fit / ~i. x" ~4 J . y „ a . , , ,t ~ M'AXlMUM2.5,1 51.~PE.~ ~ f n ~ I ! - p SILT-~~ ~ SILT FENCE, SEDIMENT BASIN #4 CSEE TEMP. SEDIMENT BA51N
\ ~ ~ ~ .~a;~~ . -.~If`LI ~Y`7 Fyr}-s _ _ ~{~nM~`J ~f C-]~. v ~ ~ _ , ,I ~ y z> i , ~Lgi'E5' GREATEN TMAN 3:I ~ J i , ~ T M 5iw[7iMEf~lT ~ ~ ~l i E ` #4 NOTE? ETC., AND SEED oUT OR STABILIZE ANY RESULTING j l ; ~ . T~M~'. ~~D I MINT ~~~I N. NOTE '
- - ~ ~ ~E\ ~ m,.., Jr „ ;TO HA~/E Ef205ON G~UNT(~OL ~ ~ ' ~ v f y . _ ~A~iN ; ~ ; ~ i ; , F M TTING FIST LE>~ PEI i ~ ~ , ~ ~ / / ~ENGE~r BARE AREAS. ALL REMAINING PERMANENT EROSION
~ ti ,.:~-a, - ~ _ v , v w~•~ v,~ ~ r ITY~'IGAL~ ~ , , :f~" ,I~AN,t1EAC;TURERS , , l f, ~ / ~ CONTROL DEVICES, SUCH A5 VELOCITY DISSIPATORS, ~ ~ / TD ALLOW FOR THE COMPLETION OF THE BORRDW/WASTE OPERA# IONS SHOULD NOW BE INSTALLED.
l r - - \ \ ~ f ~ t REGOMMEND'ATION. ;AL > / y . - FDR THE EXISTING FILL MATERIAL DN THE SITE, SEDIMENT BA51N 4
• ~ ~ - MAY BE REMOVED EARLIER IN THE SITE GRADING PROCESS WITH THE q, ONCE VEGETATION HA5 BECOME ESTABLISHED,
9 ' a . , ~ \ , i ~ _ ~ - , ,TE , S~I~ENT A~Si1~4 i .r h - , ,.~.t. ~ f~ ~ i ~ F \ ~ ~ , ~CiA`L1i „ (G TOF~.~'AS1N), 5EE Nb APPROVAL OF THE WAKE COUNTY INSPECTOR. MATERIAL USED TD CONSTRUCTION 15 COMPLETE, AND THE SITE 15 NEARLY 100
kkk / y_ ~ , . , ' ^ ~ FICC THE SEDIMENT BASIN 15 TO BE CAT A MINIMUM) THE QUALITY A5 STABILIZED, SEDIMENT BASINS #I AND #2 TO BE CONVERTED \ SPECIFIED ON SHEET 30. GRADING TO BE IN ACCORDANCE WITH AND PERMANENT BMP STORM WATER DEVICES SHOULD BIT
, , , _r ~ v ~ ~ ; ` GEOTI=GHNIGAL ENGINEER REGOMMENDATIDNS AND SUITABLE FORA INSTALLED AND FINALIZED TO THEIR FULL DESIGN
. y , . ~ ~ ; t ~ ,TREE a t~~~~ ~R~tit~ , ~ ~ r, ~ i ~ , oN r T~T1P F ~ `PIZOTEGTI PR~JPOSED FUTURE PARKING LOT. IF BA51N IS REMOVED EARLY, CONTRACTOR TD SPEGIFIGATIONS. ONCE PLANTED, CONTRACTOR y~_
, - ~ ''•v ~ ~ `Y ~ 51 GE ~ R T( ~ / ~ ING ~Q _ _ , , , 1 G,~JN~T , UG ~ EENG ~ ~ i / , ~ S;I GRADES. ~ - ~ INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE SILT RE5PON51BLE FOR PRDTEGTING UVETLAND PJ-ANTINGS FROM (TYPICAL) '
- , LE7 Al` 1.OV1 ! ; ! (TYPIGALJ' ~ ~ i i ~ ' ~ ~ ~ / ~ . ~ ~ .CST _ ~SM7: _ ~ / ~ c»E SL , - ~ , ~61t~T I % - FENCE OUTLETS, ETGJ A5 REQUIRED TD PREVENT DOWNSTREAM SEDIMENTATION.
~ , r~.;~; ~`---0f5T. SEDIMENTATION PRIOR TO STABILIZATION AND ESTABLISHMENT OF 10. SEDIMENT BA51N #3 TD REMAIN FDR FUTURE LOT 12/PHASE 3
` ENGE / ~ ~ /.~\r `y, I ~ ~ ~ , GROUNDGOVER. DEVELOPMENT, MODIFY RISER DF SEDIMENT BA51N #3 TO
\ - ~ ~ , ~ ~ -.,t ; f~LA~E BREAK,~N S,ILTFlGIN ~ (WPIGALI ~ - , - POST-DEVELOPMENT RISER DESIGN AND REPAIR/ RESTORE
~ \ r\ ~ ~ ~ ~.,AT.,f~EI~FEt~ AND It~S'CA1. ~ 511-T ~ I l ~ ors ~ ~ ~ I6, ATE ~ ~ FEN>:~E ROGk t7AE~ OUT T. ~ ~ a p, ~ ~ p 5 x:16,5' AT~T EASEMENT , BA51N TO ORIGINAL DESIGN SPEGIFIGATIDNS.
~ ~ ~ aux. r` G , ~ ~ ~ ~ ~ DB 43fi~ DB 42b~-PG a~~_. _ 5EE aHE~Ta 23, 30, ~I, X32 1=CSR II, STABILIZE AND SEED BARE AREAS IN AND AROUND
/ ~ / / ~ / ~ r r / ~ ~ / ~ ~ `y2 RIP R;~P ~ H, ' ~ Via' INSTA ~ ~ ~ ~ ,l ~ mss. ' INSTALL_RIPRAP An~ITIGN~L NOTES AND C?~~IC~N DETAILS SEDIMENT BASIN#3,
_ A / , , ~ I : < ~ t v - ~ ~ ~ . ~ t 1~LUf F~DL 51LT F NEE (Fp' GHEE t i ~ GHEGK DANfS - _
~ ~ i f ' ~ ~ ~ ~ _f~ DETAI'ta , G~UTLFT~ LZ~,~^1 r N ,r ~,e''' ' ~ . r ~ EAR 1~., ;v / I , ~ ~ ~ r ,.4 ~ I ' U DE GRC3UND \ n ~ , ~ I ~ ~ ` ~ ~ l TEMP EVERY 100' IN 12. WHEN VEGETATION HA5 BECOME ESTABLISHED, GALL FOR A TEMPORAf~Y bITC~H, FINAL SITE INSPECTION BY THE WAKE COUNTY
~ 7 ~ > ro9' ~ LA 2 IP RQINT (`I'Y~ r II ya G ~ .R ~ ~ ~ ~ ~ ~ GA@L ~ MARKER TREE _ , - / ~ / ~ R,AP ~`~34t7,5 AND ~ i ? ; PRdTEGTIDN - , ~ ENVIRONMENTAL ENGINEER, SHAWN SPRINGER AT (qlQ)
r ,r ~ ~ / ~ ~ _ ~ ~ , ' ~ ~ ~ ~ ~ ' ,l , ' i~ROTEGTION i a~ , - ~ \ / ; 1~bT`I~M PL`bNG~" ; ~ ~ r FENG1PfG ~ ~ ~ r FENCING STA~~ILIZE ALL SL.UPES GI~EA~T~R TN~N ~:I 3bq-b135.
i~OOL AS..LI ~ i (11'PIGAL) _ ,i Y I _ r. ; / ; , / ~ : E3ANI~~ WhT+I.~P R~aP ~ ~ f ~ ! r~-~~'+,/r ~ ( , (TYPIGAL)~ vEVELOPMEN~f
~ ~ ."Ta EEi.. ~ „ ~ ~ ,~1 ~ ~ .r 1 : I PE..~- v ~XST ~ ~aTOGK Il_E ~ 1~ DRAINAGE AREA ~ ~T~MPDI~I~Y 0~ P~~MA~1~NT) WITH AND 13. OBTAIN A GERTIFIGATE OF COMPLETION,
' / ~,:k ~ ~ I i l f GRAD>~" D"GUT T61.. ~ 'TO ~ USED IN gpl, ` ~ / . ~ ~ ~ ~ , BOUNDARY ~ NRG SGI ~J MIATTING ,!UNLESS UTHEi~WlS~
~ it+~MWM'a ~SC. ID~VJIDE: ~ ~ / / ~ tSHILOHr~ROS5ING \i , ~ ~ SALT ~ / A ADING„` / •lT7~~1 GMA L 1NITH ~ ~ . ~ ~ ~ PH SE 2 GR 'ra~!'' .
l ~ ~ ~ r ! i ~ INST ~ OPSCJ EED AND' ~P -RA Tp 5 FRbM EDE„1" OPERATION; _ R X ~ ` ! ' i , 1 ~ (IFS 'THAN 3:P (T IGAL) ~ ~ ~ ~ NC1T~D~ ~5 SHOWN CAN TH15 PLRN WITHIN 14
` ~ u~~ ..~,tF E~ LAND: ~ fix i ~ ~ ' / ~ ~ ~ AS Sk ~5 f ~ .I- i v i ~ ' ~ / I7,~Y5 01= GOM1'LETION
y, 1~. 7i, !ice 'i ~ v ' f / i I ~ ~ t / ! / ~ i , 15WED,~ F'. ALL j ; \ ~ - I,pl., . ~ ~ TOPSOIL r~iTE ..tea 3 :o .r ( ~ ~ ~ ~ ~I~C~~IaN GD~Ti~OL N~T~~: ToP501L ~~TOG:,. • ICE a~~A, ,
> r~. ~ ~ S ~ ~ ; , .~s' ~ ~ r ~ v STOCKPILE 1 ,r, ~ ~ / ~ ~ ~ ~ TE~1P. / ~ ~ STOCKPILE TC€~OII~~IN TH15 I. WAKE COUNTY 15 RE5PON51BLE FOR REVIEWING AND
y o 1 i' ~ ~ ARfA TCY~BE ~ , , ~ DIVERSION ~ / I Rlt~ ~ EGK „ AM / , I ~ ~ AREA TO` BE USED rb ° ISSUING THE 501E EROSION PERMIT FDR THE TOWN DF
2 ~ G• ~ - , ~ ~~rr ,~/%l aWALE ~ RE~PREAD 5 I L. ~ . ~ ~ ;Y 100 N M QRA Y / I,, ~ 'qG ` PROP05ED RESPREAD 4" OVER i TVT~~ ~I~TUfi~~~I~ ~~.V ~cG MORRISVILLE. PROP05ED GRAS ARAS
r / T ~ 1 ~ ~ ~ I, o PRIOR TO PE - , PRIOR' TO PERMAt~EN ~
_ , ~v. _ ~ ~ ! ~ STI~I..L TEM HD,F~'E f~IP!~S` IN / o ~ ~ 6 I \ 5EED1NG r -=~.-.r.._~ # ~ DI1~R510N WAIr~~ I~NDEf~ F ~ , ~ SEEDING NGE;FINAL f` 100 5c7 25 0 ~p i5c~ 2. TH15 EROSION AND SEDIMENT CONTROL PLAN HA5 BEEN
E 5 - AD R ~P1>41CI I 1 . 5 S , T R DURING ONSTRU~ IO~I aADS ~ `RARE 5 BEEN ~ ' ~ PREPARED IN ACCORDANCE WITH WAKE COUNTY'S
TOP ~D E .THEN Q ~ ! RIP , r--; - 4 U . ~ , AI ~1G / ` / ; ` / - S.TABL, ` EC r' ~ ~ 2,5 , ~ ~ ~ / r ~ ` ` ~ ~ ~ ; ~ STOCK LE t' I e,P /ESTAB ED, 5E)~ EROSION AND SEDIMENT CONTROL ORDINANCE AND ' 5,TOCK ITE NOTEa. STANDARDS,
IMUM ~~:~SL V' ~ ~ . , 20' b`'DE , ~ - / ~ r ~ - ~ EXIS~TIN~r LI C~ , , INST TLAND. , A~ ~ i, ` ~ ~ f/ ~ _ ~N ~ i ~ r ~ l I / GRAPHIC~SGA~E
.w ~ r ~ ~ _ ~ ~ LOY~REI~ ~f ~ :~,~i ~"SL6PE5 TE,N f~~~ ~ ; ' , ~T! r ~ 1 ' ~ R51 ~ ~ 101-EGT EXI~ITflC~ I - ~ ~ - GR>41aIN, a , t I~~ -
:I T HA R ! ~ I p VE E # P _ - ~ POV~ER p , I I l v, ~ ~ 1 .r--- , ~ GONST I N AGTI
-vC-~ > ~ I , -MA IN < Tl` , , GO 6 , I~ ~ - / r TO TA ' IN 7 ~ I
INSTALL>=T1 ~ - . ~ ~ I 'WVT NAG'G 350.0R H ~~I ' i 5~ IN' 1~ 51 ~ ~ ~ NE ~ EASEM ~ , MANUF'AGTU~?Et25 ~ ~ / ~ ~ ~ /`I / ` ~ ~ ~~D51 CAN GON~Tfi~C~L L~C~~N~D p , ~ ; ~ ~ CONTRACTOR SHALL BE RE5PON51BLE FOR
~Tf r ~ , t~a~' 1,~ ApPr~.ovE;~,E~uAt,.~AT D.Su APPR A-~ IS~lor~ ,I ' ~ o ~ / ~ Cy 'MMENS~ N., ~ ~ , ~ STANDARD TEMP. 51LT FENCE ~ THE LOCATION OF ALL EXISTING UTILITIES
17(LRIJ~ ~,O T,I"ON ~ / I ~ ' NT N E TO~ BAGIt~'' ANI~-SU IS ~ Y IAN ~ I ~ r ~ ~ ~ T , i r f Y IC~A fiAil~S, ~ _I ~ ~ I k~ ~ ~ (?l;~'.) A~'~T RE ATIViE, t ~ ~ ~ x . ~ C1,, (TYP1GAL J Q / / / I ~ ~ I ~ 1 Kl PRIOR TO BEGINNING OF ANY EXCAVATION, TP -TREE PROTECTION FiTNGING* EXISTING UTILITIEa SHOWN HEREON ARE
6 ' ~ / ~ I / / / GONTI~T 1'0 ~.GO1~TAf"T / / / P , STALi~ T XI fiIN` ~ ~ ` ~ r l~.` MPS SEDIM~IT` I' ~ ~ ~ ' APPROXIMATE AND ALL ARE NOT SHOWN.
E ~ xG ~ AT~T t~R106~'TO ANY;WORK ~ / ~ ~ I / ' GR N RUN WE`fl:A I±~ME / / SAN bRAf~9~~lG ~ ~ , ITI=III TEMPORARY SEDIMENT BA51N - 5EE
~ ~ ,f IN-Tf~EIR, EME~IT. / , STAN FjL` C~ : GUl. TllS~ IN5 ~ D~ ~ ~ ~/Gfi~ ~a..: ~ IGAI~ t,;~~.~ ~ ~ ! , i ~ • ~ II~II- II SEDIMENT BASIN SCHEDULE FOR SIZE
OF TA NINA, ~ ~ : ~ ~ Si~M ~ ~ '~,A INST ~ 4 TOP501L, SEED, AND _ _ ~ ~ f ,r , ~ ~ x~ , a, i ~ \ ~ ~ ~ - DIVERSION SWALE -IN5TALL AT NOTE:. CLEARING LIMITS (5EE DETAIL SHEET) ALL CONSTRUCTION AND MATERIALS TO Blw IN
TG, HEU ; ~ L ~ / ~ ~ MAI`TING'.~1F GREATER THAN 3: 6) ~ ~ l ~ / , , . 1 , % ~ - % ; , . ~ - ; , ~ ~ ~ ~ ~ A SCXJN A~ SLOi;?E-1~ ,
r ~ d -e a, ~ ~ - ~ ~ / , PRCJI?OSE , ~ - ~ / _ _ ~ E, TABLISF~ED. (TYP. ALL , DISTURBED LIMITS STRICT ACCORDANCE WITH THE ACCEPTED POLICIES ~
, a a / ~ ~ ' / ~ ~ ~ ~ SILT, TAlN1~4G~ ~ ~ o . ~ \ ~ . „ . ~ SLOP) _ , , ~ ~ ; SILT of THE TOWN OF MORRISVILLE, AND UNLESS
~ ~ ~ y ~ ~ ~ ~ , ~ ~ENGF ~ ~ t l I ATaT ~ASEME : , r FENG~ / , STONE CONSTRUCTION ENTRANCE SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT. OF TRANSPORTATION (NGDOT) STANDARDS, 'TYPIC,'~L) ~
/Ek~i~RO 5 , ~ ' ~ (TYt~IG;~L) ' 4k>~6 b- - , ~ - ~ ; ~ I # - I ~ ~ dB 866-1 f~6 153 ; ~ AREA ~ ; , { ~ 1 ROGk/GHEGK DAM SPEGIFIGATIONS, ~ DETAILa,
~ a _ , UNDERGROUND THE ' ~ E
I T ~ - ; GALE (~A~~ER pRaTEC~TION' ~ ~ Sk~ _ _ . _ - - ~ 1 ~ / ~ PENGINC~ ' J ~ DIFFUSE FLOW DEVICE ~l
EENGE , ~ , i , , ,Y,rh(Jnl.~ _ G. ~ ~T~ IGALI TYF'~ ~ TEMPORARY GREEK GR05SING e~~~~`~,,~~~tCA~0~4~~i~~ W
~ / ,~#IOtT~sy ~ IVE S' . ~ y, GDN~'13AGT01?-Tt~ G NT GT ~ 5*~'~ RGY , , ~ '
~ PRIOR Ta l^bRKItJG IN A ALA. WORK ~ ' ~I ~ :I OPE -14~ v O CONFORM ~ ~°pBr ~ SILT FENCE GRAVEL OUTLET~* PR~p~~TY OAR Es~(0 9~~: W ~ ~ APPLIG~4N7~ i+J'
~ ~ OUT /ET%,ATaLOW ( '~rv.._ ; ~ ITHIN EXISTI PO ~ ~ ,L. ~ , ITH APf~ OYED: PL GRE55 E GY , p , r SHILOH MORRISVILLE, LLG - 8° SEAL EXISTING WETLANDS
; ~ _ n ~ L"AND i2C-~UL oN~: , ' , ~yt ~ , DIaT. ~ ~ ~ _ . ~ POST-t3EVt=LOPMCWNT TEMf',SED{M E3~+SIN 3 ~ ~ ~ as3o col_ONNADE BLVD., SUITE boo 26 67
- f , ~ Llh^fITS~ „ ~ >~kiMl~i~ At ~D TD ~ ~ ~ DRAINAGE AREA ~ ' ` ~ ~ t~ERMANENTRI Q _ ' G=0.40 7J A~ p,; I ' ` ~ SAN ANTONIO TX ~a230-220q ~ ? a{~C.~: ~ Q INLET PROTECTION ~ . PH. 210.641.a~8-( FAX. 210.b41.b463 ,~,9`~ Nti`~~ ~
i ~ ~ ~ ~ ~ _ . r. . , ~ x' ~PR GT.~ I~TNG ~ ~ ' ~ ' s~ END LT
~ N ~ ~ n ' ~ Ip R LAS - rf' y , ~ . - ~ l ~ E G~ APPROVED E UAL/00 BE IN5TALL D ON ~~~~C'~~~itQi+t~'~'~`~`~~~~
~ , : , ,WETLANDS . ' M . ~ ~ ra d . _ ~ GUY ES, ~ . _ . , . ~ C~ , ; ~ ALL CURB INLETS I N STREET ONCE PAVED
x TO BE__. T~" C , X , O ' _ E- . ' ~
t - _ d t T ENT , POS -DEYELOPM x w, TEGTI O~1 , . - .."._--.x - , ,,r, ; " . ~ - ~ m - -~~~s. r a DRAINAGE AREA r-' ~ VELOCITY REDI.aGTION PAD /PLUNGE POOL Town of Morri~rille rr,, ' ~ ~ APPROVED FOR CONSTRUCTION ~J
- ~ x ~ ~ ~O~q ATE AAA _ ~ ~ x - ~r,, , ; ~ APPROXIMATE EXISTING TREELINE LOCATION
fi _ ~ _ , ` r,/' _ BORROW/WASTE AREA Signature: ` Date: l 13 2~' 4<
, x ~ o`~ x - ~ - i ' ~ Town of Morrisville, Engineer Date/Initials
/ 1 ~ - w , - ( , : ~ ' ' ~ t+,+~~ Engineering: EXISTING FILL HATCH Planning; al ~
- r _ - _ . . . , -~....~"~f"'.."..-.. 1F
- ' _ _ _ x , ~ _ , . _ _ _ ~ Other (specify): n~n
~ _ , x ~ _ _ - ' f'~ TALC SILT FENCING AND TREE PROTECTION FENCING SHOWN LL r
_ - ~ _ s ~ - , _ - - .w.~ _ SHALL BE PLACED AT THE LIMIT DF DISTURBANCE. ;~,r ~
- _ _ v..._.. _ - _ r _ _ - ~ Signature: Date; z ~*51LT FENCE OUTLETS TD BE INSTALLED AT ALL LOW
_ ~ _ n . - _ / ~ POINTS AND IN LOCATIONS INDICATED ON PLAN. Town of Cary Utilities, Water and Sewer
_ , _ _ _ ~ r-~.,.~ , _ u _ _ , _ _ _ - - - , _ _ W.. , ,r°~~~~ ADDITIONAL SILT FENCE OUTLETS TO BE ADDED AND/OR
a icrCr~ nT rit„ rc nc iniG,-n ~ ~ e-rinni r.~eacn nt.i ci~i n En~ineerina Insnectinn Services must be contacted (9191463-6907 at a minimum 24 hours prior to P'1
InL/.,.W?IL-V l,i I II IL VI 11Y?I7-%L-" IIVIY Vl~?LL MY I ILLV
C ONDI TION5. the commencement of any construction activities. a ~
X' ~ F
REV I S I ON5: oo-) p,
GOlySTRUGTION i'LAty SUBMITTAL SCRLE;
REVIEW EW COMMENTS °0-15-1 a PRIEST CRAVEN ASSOCIATES N.
REVIEW COMMENTS 01-04-II
SH I LOH CROSS I NG PHASE 2 DATE- MAY 4, 2010 PLAN LOTS ~ ~ 12) LAND USE CONSULTANTS PLANNERS l LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS td. Lj 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone]. Email [e-mail] / Firm C-0488
VI LLE N. C, PROJECT 2.009-009, 001 SPONSORED BY. SHILOH MORRISVILLE, LLC PROJECT LOCATION: MORRiS
F "LAND PROJEG75\XOTHER5\2L)O~3-009.001 SHILOH CR~)551N6 - hIORR15VILLE\DW~\CCNSTRUCTICN\4TH SUBMITIAL\ 28-PH2-EROSION-50.DWG Jan 06, 2011 - 2:40 PM , 6RE6 RELEASED FOR CONSTRUCTION
-

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, z. _ \ ,~i ~ -~e r p._ ~ i., rte. v S,a„ ~ ~ 1C ti a+' ,~-t' ~ r i S ~ ~ , l . . ~ i ~ ~s~ ,a^". v ` , v, 1 ;.1-k ~ 1 1 ~i: ~ ~ t 1~1,,- } ~ 1 t t l y w i\.~, r j% ,.^i~~ ;c''~;" ~
1 1. i ~ 1 ~ r ~ ,n.~ L t 1 ~ : ' h ~ k ~ ~ ~ -c'yi~ _ ~ t t ~ t 1 ~ I ' t -a.,~, ~r~.. ~ , ~ , ~ ~ ~ ~ 1µx" - r t,. ~ t ~ ~ 1 ~ ~ ~ ~ , A ~ n ~ Y Y ; ,
ifi . 5 S , 'n. 4 ~ i ,:e r 5. , 5 v 1 ~~1 \ ,
3 , , t, ~ ti , ~ , ~ . ~ t, ,-E , , ~ ~ , , . , , is ~ 1 ~ ~ ~ t , ~ ( , ~ t n~ r r = ~ ~ 1 , 'v b-,,:, . ~ / t ' , l t j ~.v, ~ l 1 ~ 't ~ ~ !t ~ ~ , . t t ~ j ' .1 ~~VI I ,C^~l"'1~~.,1 ' ' , ~ y l l` , y, 4..J, .e ~ ,
a. , 6 ~ ,ire . ~ ~ t y , ~ ~ ~ . , '~;it ~1 i . ~ ~ ~ , i 5. ~ ~ , ~ ;I ~ ~ ~~~~,y ~~A~~ ~ y ~~o~ i o~ ~o~T~o~
( 1 ` , } 1
i ~,y'~ ~.t ~..,\\~.i 4` ~ \ YI l,. ~,t ~ t y Y. ~ '.r'~.'.,,~Y~ r7- ~ ~s'Y~ ~ 1 I ~,1~ W' , ~ ~ y~.y~' ~ ~ ~ ~ ~ , , ~ ~ GDNST ~UGT 101 ~~C~U~1~G~ a , ~ ~ ~ ~
/ r i , r - .aN" - _ " ~ rk ,1 h : ~ s ` I. INSTALL STORM SEWER CULVERTS, HEADWALLS, AND VELOCITY
..tk r~ - n . _ f: ~ ~ ' \ r, 1 ~ ~ ~ ` 4,' REDUCTION PADS IN WETLAND IMPACT AREAS (HW #1002 TO
, / , , , , e ~ e , f HW #1006, HW #1405 TO HW X1006, AND FEW #I D07 TO HW #IOOq).
/ i ~ , ri ~ ~ , .~F' ~ ~ ~ t _ . ' ~ , ~ , , =r~..,,` _ ~ NM f r ~ i~1MP WATER AROUND CULVERT GR0551 NG LOCATIONS A5 ` . ~ ~ ° y REQUIRED TO INSTALL ALL CULVERT GRO551NG5.
r ~ , ^ ~ m...-... ~ r ~
- X11 . A ~ ~ ~ ~ i ~ ~ ~ ~ r : , y vl, ~ _ 1) ~ _ _ i ,k ~ ~ \ 2 CONTINUE ROUGH GRADING OF 517E
~ ~ r, ~ , _ 1 4 - - ~ 4'/ ~ ~,9r ,r.- ,ice' t I i _ ~ ~ ~ - , \ ~ \ ~ ~ 3. INSTALL REMAINDER OF STORM SEWER AT THE APPROPRIATE
EN Sl~~ " } APPROX. ~ I `~v ~ , ~':y~% i/~~. i : , ' « TIME DURING ROUGH GRADING OF THE 517E AND PROTECT
, L . ~ ) THE 5lLT _ i ~ l; ~ ~ E " ; ~ 1 }I~ ~ r,~, ~ ~r ~ _ - s ~ - ~ FR~PM 1? z FRAM HASH I : INLE75 WITH BLOCK AND GRAVEL INLET CONTROLS SEDIMENT
1 ; ~ . ad . '~'ROT~ TION( ~~ENGE i~, 'u. BREAK SI~.T ~ a:~./ ~ ~ ~ ~ I ~ _ - I ~ ~ GON51"R, ,,FETIGI G TRIwELINI~. . , ~ I ~ ~ ' <a FENGE AND , , , ; t i / - , i i _ __GONSTRUGI"IDN ~ • \ ~ - TRAPS OR OTHER APPROVED MEA5URE5 AS SHOWN ON THE i ~ ~ - ' FLANS AND DETAILS,
AL ~ I STALL GHEG ~ TYPI L J i.. ~;..F~ ~ ~ , t,, , .J 1 ~ ~ ~ _ ~ , ~ , DAM IN EX T. , ~ ; , _ , ,
. ~ 5 ~ ~ s ~ _ ~ , .-w INS ALL 20 ~ROGK ~ ~ ,1~ , ~ j ~ 1 ~ ; ~ ~ ~~~y,~ ~ - '-~~~:`f 4. BEGIN UTILITY CONSTRUCTION, ROADWAY CONSTRUCTION, ETC.
~ aV~Pd.:E . ~ DA ITH,ID V~EII~, - ~-_j, ? ~ - - ~y.;~ ~ ~ . ~~1~ 5. AT THE APPROPRIATE TIME A5 UTILITY AND ROADWAY
. - ~ ~ ~ ~ n,~ ~ , , EXGAV TE {3EHINDr , ~ ~ , ` x , : M- < s ~ ' ~ ~ ENG T~` ~ ~ CONSTRUCTION PROGRES5E5, FINE GRADE 51TE, BAGKFILL
R06K'~A A MINI M' r ~ ~ . ~ ~ ' ` ~ ~ _~.>l, - ~ ~ ~ ~ ~ ~ } ~ M~ - _ ~ , I ~ , ~ , ~ I ~ ~ RIFF AREA #4,~' ~ , ~m_.-~ CURB, AND SPREAD 4" OF TOP501L AS INDICATED ON PLANS.
\ -BEGIN I i. . ~ ,-r , t15W'X frOL 3 . ~ , ~ ir°` , , ~ ' / l , r `
~ ~ ` AN /,;,,r l ~T'i ~ i ~ ~ _ AFTER EVERY~R Off. ~ ~ ~ I ~ , ~ _ -L4~1 ~ DIST, A ~ ~ ~ 6. STABILIZE 517E AS AREAS ARE BROUGHT UP TD FINISHED . -LiM1T5 ~ ',,ALT ~E GRADE WITH VEGETATION, PAYING, DITGh+ LININGS, SLOPE
~7p~^y~,!~},~ ~ - ~I 'Ia~tr`A1V 1'h'l~ t-..V C7g4~.~ ~ ~ ~ , ~Y~ ~ ~ MATTING, ETC. SEED AND MULCH DENUDED AREAS WITHIN (TYPICAL) ~ ~ } `~r:~; FIFTEEN (15) V~RKING DAYS OF COMPLETION OF ANY P~lASE
DI T ~ i : PPrfZOX: ~ , f ~ ~ , "
r° LIMITS ~ ~ - ~ r, , ~ % ! ~ _ _ ~ ~ TI~FELINE~ r Tf~EE ~ , ETYPIGAL) ~ ^ T ~ ~ ~ ~ , , ` ' ~ ~ 1 OF GONSTRUGTION. ALL SEEDBEB PREPARATION, 501E
~ , N AMENDMENTS, ANp SEEDING TO BE AS SPECIFIED ON THIS 'ION ~ I ~
~ , _ ri".~ - ; 1 ~ TIE TO EXIS,TINCa ~ ~ ~ ~ . ~ (TYPIGAiL) ~ ~ ~ ' ~ ~ , ~ DIVERSION SWALE. ~ ~ ~ - ~ ~ i ; SHEET. ,
S ~ r'IATGH EXST. 6RAD1 ~ " ~ 4 ..l ~ t , ~ ~ ~ " ~ ~ 1. WHEN GONSTRUGTION 15 COMPLETE AND ALL AREAS ARE
~ ~ / ~ ~ r ~ 1 ~ i ~ i ~ . , ~ 7 ,~°`'1 ~ ~ ~ INSTALL R9 DA WITH 10 WEIR. } - , ~ 2O ~G~ ~ ~ ~ STABILIZED COMPLETELY, GALL SHAWN SPRINGER AT (ql~) i ~ ~ r` ~ 36q-613'? FOR AN INSPECTION BY THE WAKE COUNTY
~ } ^ _ ~ GAVATE ~H,f~l(~ ; K,iDAM A MINIMUM ' ' f ~ ~ ENO SILT ~ ~ ~ ~ y , ~I N~~(T~:"X..3' ,DE)wP OUTSIDE OF ~ ~i r,, ~ ~ ~ ~1`1GE~ c^' j ~ ' ENVIRONMENTAL ENGINEER. , A,' ~
~ , ~ _ , , , y _ , ,
,l' - ~ ~ s. ~ " ,a' EXISTIPIC~ I~T~T',ESMT`: ,GLEAN OUT AFTER ~ ~ , ~ 51L1 O T~GTED / ~ ~ _ E~~R~" tZ~1NOFF ~'RODi~GIN6 EVENT. 1 = ~ ' ~EN~ SILr-~- ~ jj~~ ~ ~ f ~ ~ ' ' ~ ~ ~ ~ ~ 8. I F 517E 15 APPROVED, REMOVE TEMPORARY DIVER510N5, SILT
. i ~ , ~ ~ ,,'d it FONGE ~ ~ r''",~~' . ~ ~ ~ ~ ~ FENCE, SEDIMENT BA51N #4 (5EE TAMP, SEDIMENT BA51N #4 (TYP~GAL) ~ ~ ; ~ ~ ~ ~ ,r ~ ~ NOTE ON SHEETS 25 AND 28,1, ETC., AND SEED OUT OR
J,I' ~ ~ ~ ~ ~ ~ ~ v ~ ~ P G t't~C7 t E5 ~ r ~ - _ r . I ~ ~ , , r / - . ` i r" t ~ ~ " i ,,.,~'.,A PI / /f STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING
_ ~r~P. la° ~~P~ ~oR ~ ~ ~ , , _ ~ DIvER~IONsWAL~. t)NDER . 1 ' r° ' Ky ° PERMANENT ER4510N CONTROL DEVICES, SUCH A5 VELOCITY ,i / f~" ~ ~ ~ DI551PATORS, SHOULD NOW BE IN5TALLED.
r- - _ _ . ~ t - f ~ ~ ,
~ ~ G0~167.1~N-T'I~ANGE. ~'EM10dE - , ~ , ~ - ~ x ~ 1 ~ ROAD I~.~~RADF,17. ~ ~ - ~ , , , , % ~ 1,~' ~ q. ONCE VEGETATION HA5 BECOME ESTABLISHED, GDNSTRUCTION
_ 1 r ~ ~ ~ _ 1 ~ ~ 1NE i IS COMPLETE, AND THE 517E 15 NEARLY IDOL STABILIZED,
, , ,~r ~ , , / ' i XISTING AT~T L TO.BE LOV~RED BYE r~^ _ . , _ , ~ ~ t , '*,r ! A~"~T; NO CaE~ING'OR,.GgN~aTRUG~'ION 1 } t ,r r''~~' ' s' = <r~ , ` ~ / SEDIMENT BA51N5 ~I AND #2 TO BE CONVERTED ANp
. r, ~ - _ I I T ~ ~T ~ ~ ~ . ~ ~ . „r, ~ , AGT V TY'C`O ,AkE ALA4E IN T 0 ' BORROW/INASTE - ' ~ , N ~ PERMANENT BMP STORM WATER DEVICES SHOULD BE
/'r~ ^ ~ 1 SN1',WITHr~tJ'f;APt~Rf>~'RIA'fE ~ ~ / ~ _Af~A ~4 ~ ~ r~'~~ ~ , y, INSTALLED ANp FINALIZED TO THEIR FULL pESIGN r ~ , ~ ~ ' ,
~ , , ~ ~ 0 ILT ~~N . , ~ , . PE~MISa14N AND~SIJ RVia'ION BY AN _ v - ~ G~ ~ FENG3= ~ ' ~ ' ~ ' ~ l SPEGIFIGATIONS. ONCE PLANTED, coNTRAGTOR RE5PON518L1= ~ SILT I~~I~G~`` : ~ i f , ~ ,
~ ~ i ~ i, _ - 131ST6~~ C~~T`LET At L,t 1' i ` . ,REPRE~ENTATI~E, GONTRAGT;OR ~ ~ ; ~ r,, . ~ ; - _ , OUTLETrAT LOW ~ ~ ' r~ 'i FOR PROTECTING WETLAND PLANTINGS FROM SEDIMENTATION. I?Q1~PJ~T,~Y~'J - ' ~ ~ r
.a ' . ° - ~--w,.~,,, ' - ~0 GONTAGT ATd T PRI OR TO ANY WGRK Ti~E - , w , . ; ~ IN SHE I~ EP+S~(EN _ ` a ~ `t ` ' _ - ,4L) F~. ~ PIC, ' ~ ' , ~b 10. SEDIMENT BA51N #3 TO REMAIN FOR FUTURE LOT 12/PHASE 3 ~ l,~'
~ TfON~- - ~ l.. _ s _ _ t ; ~ ~ , . Q ~ , FE INS ~ } ~ , - ; r , _ , _ ~ , r~ ,a,' ~ ~ DEVELOPMENT. MODIFY RISER OF SEDIMENT BASIN #3 TO ~ / ~ ~ , ,
-TREE , ~ ~ ! ~ , ~ ~ P051'-DEVELOPMENT RISER DE51GN AND REPAIR! RESTORE
~ ~ ~ AKOT~ . s i. ~ ~ ~ / ~ ~ r i ;V ~,i~\\'` $A51N TO ORIGINAL DE51GN SPEGIFIGATIONS,
l ! ; ' II. STABILIZE AND SEED BARE AREAS IN AND AROUND SEDIMENT ~ ~ , ,;r i i BA51N
SLOPE ~ . , _ , PROI3Q5~D ~ / / n.
~ l ~ , [,k ~ ti~ r ` w - ~ , " ~ ~ - 12. WHEN VEGETATION HA5 BEGUME ESTABLISHED GALL FOR A f ~ V;~ , ter`
i ~ P DISC. - , , ~ ;,~~,r~ . J, FINAL 517E INSPECTION BY THE WAKE COUNTY ENVIRONMENTAL
~ ~ , _ , w._ ~ , 5111`.._ ~ V ° ~ ~ , ~ ; ,,r ~ ''f\ , ENGINEER, SHAWN SPRINGER AT (qlq) 36a-6135.
r O ~ ' ~ ;r ~ ~ w ~ 13. OBTAIN A GERTIFIGATE OF COMPLETION.
16.5' ATE 1` A NT ~ ~ ~ ~ i ~ ~ ~ ~ TYPI ~,.r ~ ,,1, _ ~ ~ GAL} ~ ~ , ~ r' ~ r'',~ ~ J~
_ a~~a _u ~ti.,~ - DB 426 P~ `83 ~ ~ , , TREE ~ ~ ~ ~
. -~PROTEGTION' IN5T f~IP RAP`~~ 0, ~ ~y ~_r~, ~ ~ ALL - ~ , ~ ~ l r,,F.
/ ~ } i GHEGK DAMS ~ , ~ (TYPIGALJ_ _ ~ ~ ~ ~ , , ~ ,J v
~ ~ ~ ~f2Y I IN 00 r , \ ,
TEMPORARY ~I~~TGH. ~ ; ' ° ~ ~ , , , - ~ I ~ _ c~ i r .M'\/ d. (/'~Jy/`~''''~ (/'`J~~I (f~(/'Jy~I T(''^~) f/'~f I ''~VI (f''~fT
~ Q ~ ~ a ~ , ~ ~ ~ ~ , \ ; ~ ~ ~ ~ ,gS'rl ~l'f / ~ L. ~V wl (V 1 ~ L+ V I R I 1 `S./ 4w 1 1. V I
0, I E ~ ~ ~ ~ ~ ; s ~ - ,~.k e. ~ 4' ~ ~ i , / % ~ {f I. WAKE COUNTY IS RE5PON51BLE FOR REVIEWING AND 155UING
~ ~ ~ ~ + ~''`o , THE 501E ER0510N PERMIT FOR THE TOWN OF MORRISVILLE.
^ ~ ~ , ,,..f
~ ~ t i . BE6fN~iLT ~ / " ~ r A ~ BOf~ROW/WA~a'fE ^ FENGE ~ ~ y, 2. THIS }~R0510N AND SEDIMENT CONTROL PLAN HA5 BEEN
i I 1 AREA ~4 ~ y,~-'"~ ~ ` PREPARED IN ACCORDANCE WITH WAKE COUNTY'S ER0510N ,
r . f'O~T-D LOi'~ENT ~ ~ > DRAINAG AREA ~ I ~ ~ .7`f , ~ , ~ AND SEDIMENT CONTROL ORDINANCE AND STANDARDS.
BLSUNDAI~Y ~ i , ~ ~ , "
, 1 ~ i i, ~ ~ ~..w~,
, ;LIMITS J. ~ , ~ / r., ~ ~ ' ' ~ /fz 1 ~ , " -.r..~
~ , " r' , ~ _ CONTRACTOR SHALL BE RE5PON51BLE FOR
d - , it r. n i , , / . ~ r / i , ~ TREE, - , 1 , , , _ , THE LOCATION OF ALL EXISTING UTILITIES
' / PROfiEGTION ^ . . ~ , ,~~a,, ~ ~ ~ ~ , N ~ ~ ~ENGINC~ ' ~ ~ STANDARD TEMP. 51LT FENCE PRIOR TO BEGINNING OF ANY EXCAVATION.
hr ~ - (TYPI,GAL) ~ i ; _ EXISTING UTILITIES SHOWN HEREON ARE 0
~ ~ ; , " ~ ",a. _r ' , Y _ - TP TREE PROTECTION FENGING'~ APPROXIMATE AND ALL ARE MOT SHOWN.
i _ ~ , a Fr r 1... ~ t~~ ~ ~ s0 t '~tiT / ti , is _ ~ ~ ! ,l _
r _ . r r - ~ \ ~ . TEMPORARY SEDIMENT BA51N - 5EE l~~lll~~I' SEDIMENT BA51N SCHEDULE FOR 51ZE NOTE:
i u' i ~ \ ~ ~ f ~ ~ ~ Ya" , I i 1'/" } - ~ SILT , . _ - ; ~~rf J,--„~-~ •~r••• ~ ~ ~ ~ DIVER510N SWALE -INSTALL AT ALL GONSTRUGTION ANp MATERIALS TO BE IN
- s ; i ,G. ~ _ - ~ ~ ~ ~ CLEARING LIMITS (5EE DETAIL SHEET) STRICT ACCORDANCE WITH THE AGGEPTEp POLICIES e
s - Boa , 'SILT FENGE (TY#'IGA1) ' ~r~ ,F~ `-1~ ~ OF THE TOWN OF MORRISVILLE, AND UNLE55 DISTURBED LIMITS ,r SPEGIFII:D, DEFERS TO THIT NORTH CAROLINA DEPT.
, w ~ ' - ~~1~~ OUTLI~T AT LG~t ~ ~ ~ , ~ ~ - . ~ ~ 1"~' l 1 ,r , 'f OP TRANSPORTATION (NGDOT) STANDARDS,
~ ' ~ , i? , ; , ~'OINT (TYf~} , . , ~ f STONE GONSTRUGTIDN ENTRANCE 5PEGIFIGATION5, ~ DETAILS.
? , ~ " _ r ~ w.~ - i"'~ ROCK/CHECK DAM Q/
u ~ i l _ ~ , , ~ ,r-'' , r r
_ } , , - r~ r ~ i i t{ vy~ DIFFUSE FLaw DEVICE `~~~oo~~NrCARp''''%,~ W
~ ~ r ? TEMPORARY GREEK GR0551NG PR~I'ERTY OWNER ANR ~S~ '9 W
1 _ ~ --~~q , ~ i'~ ? v , ~ fir, 1 ~ , , ( ~ - ~ r~~ ~
' , _ .max C . "C ' f~' 1 X SILT FENCE GRAVEL OUTLET*~ ArPPL~C,,ANTr n SHILOH MORRISVILLE, LLG SEAL
r _ 1'" , - ,T ~ y, - ? } ~ ~ ,
- - , r f ~ ~ ~ r - ~ SEE SHEETS 23 3D 31 ~ 32 r`C EXISTING WETLANDS 9830 COLONNADE BLVD., SUITE 600 "s 269 7 ~ ~ ~ 3~ ~pR 5AN ANTONIO Tx -ra2~o-a2o~ ; ~Q o,
1 ' .k" '1 ~ ~ ~ , , : „a'`° ._.W.. r - ~ ADDITIONAL NaTES AND DE?IGN Dl PH. 210.641.8~8~? FAX. [phone] q ~ G'I E`, ~~J' IGN DETAIL~J ~ INLET PROTECTION ''%~~Fr°D°°go~,~~°' Z
~ ~ , j
f 'gyp. 1 - r ~1 - ~ ~ 1 } ~ " L ~ _ - , s` y,, ~ ~r ~ GRAVEL BAG AND/OR 51LT BAG OR ®''1rr~rt~ttrt~~~r L
~,e - ~ U~ v - , - ~ 1, ~ ~ ~1: - TA I I ALL SLOPES GP,EATEP, ~ r~, ~ . _ N~ ?~AT~ 'y T~'"EAN I ~ APPROVED EG2lJAL TO BE IN5TALLED ON Town of Morrisville r
.wN~ , ~ J
~ r ~r . ~ ~ ~ r~-~~, - ~ . , . RMAN NT WITH _ ~ ~TEMPORAI~Y OR PE E ~ y-- , , ` ~ r~~ y. , _ t JT~ WITM 5EE1~ AN17 ALL CURB INLETS IN STREET ONCE PAVED APPROVED FOR CONSTRUCTION ' VELOCITY REDUCTION PAD / PLUNGI= POOL
_ , F f ~ N ~ ~G I ~D MATTING E55 OTI- fem... ~ , li , . ErJOJ' OTHEI'CWIJ~ Signature: Date: `a®r+
, , , y ` ' ~ i r ~ , ? ~~"Y~~ APPROXIMATE EXISTING TREELINE LOCATION D FLAN WITHIN I4 Town of Morrisville, n Engineer Date/Initials
- _ - ,r , .-r'
_ ~ _ - . , . DAYS DE GC?MPLETION , ~ F. LOTION BORROW/WASTE AREA Engineering:
f~ .r 1... , _ _ EXISTING FILL HATCH Planning; I Other (speeifyj: p~
n,~..,~ . 9 ~ ~ r-.
~ ~ r.-~ ~ _ ,,,x'' _ i ; „ ~ ~4.1J BALL 51LT FENDING AND TREE PROTECTION FENCING SHOWN
, r" - , ~ r °^e ..,1. ~ F~ ,.r SHALL BE PLACED AT THE LIMIT OF DISTURBANCE, Signature; N Date; Z
1 , r , ~ ~ ~ ' O
y - ~ ~ , ~ 1 ` ~ r.~ 'Q I'~0 ~'rSILT FENCE OUTLETS TD BE IN5TALLED AT ALL LOW Town of Cary utilities, water and Sewer -~1~ POINTS AND IN LOCATIONS INDICATED ON PLAN. Engineerine Inspection Services must be contacted (91914b3-6907 at a minimum 24 hours nriar to n
, w t _
I I ADDITIONAL SILT FENCE OUTLE=TS TO BE ADDED AND/OR the G commencement of any construction _ activities L
GRAPHIC SGALE ~E 3 C ~ r ADJUSTED AT TIME OF INSTALLATION BASED ON FIELD an
50I CONDITIONS. of
_ I
CONSTRU C TION PLAN SUBMITTAL SCALE. III-50 "'~j REV I S I ONS, ( T T r/'L REVIEW COMMENTS 07-21-10
PHASE Il EROS I ON CONTROL 1 -I-IPRIE S -R--V N ~ REVIEW COMMENTS 10 T,C E s?J V ~.r1C~TESNC,
SH I LOH CROSS I NO PHASE 2 DATE: MAY 4, 2010 REVIEW COMMENTS 01-04- I I LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
y 3803 - B Computer Drive, Suite 104 Raleigh, N,C, 27609 . Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
F GT; 2009-009, 001 G SPONSORED BY, SHILOH MORRISVILLE, LLC PROJECT LOCATION MORRI5VILLE, N ,G PROJE
F \LAND PR0JECT5\X0THER5\2009-009,001 SHILOH GRO551145 - MORRISVILLE\DW5\LCJSTRUGTICN\4TH 50BHITTAL\ N-PH2-FRO-; ION-50.DW6 , Jon O6, 2011 - 2:39 PM , RELEASED FOR CONSTRUCTION
- -

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(.7t=U I =Uri I =::> I 11-1 I I .--)/ tx_,iK==> '� EDIN'SuR'6H
7S, REPORT DATED 03/16/ 1 0 PIN 0741,04 -61 -CIA
***= BORINC StME BORES I Ve 21402 P^ce Olt
DESC. NO. NORTHERN EAST I NG ELEV. DESC. � ZMIW9, H
,
582 PWR @ 3' �
g g 5- 1 8 .769410 2045515 366 PI -R @ 1 2. 5'
TP -3 '769905 2045370 16 of nondeleterious debis in old burn pit Small Hoe 5- 19 769795 2045725 363 PWR @ 1-7' � �,�
72 PWR @ 5. 5' I
g a � I
TP -6 769755 2045610 Fill to 4 ft soil K/ concrete slab and rock (see photo) Small Hoe 0 �376 PWR 0 5' � �
TP -7 769566 2045701 Fill to 8.5 ft w/ topsoil asphalt and some concrete (see photo) Small Hoe 5 366 PWR @ 1 4' �1 � I -------,---,-,,
TP -8 7bq7O5 2045832 Fill to 7.5 ft w/ brick asphalt topsoil concrete and wood (see photos) Small Hoe 352 PWR 0 1 9' � C- -----,--,
0 363 FILL PWR @ 1 7' �_ � � ____
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g -78 F I LL PWR 0 5' � � 11 _T
Ru . 3' / 11-1- I-
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ca -348 PWR @ 9' '/ \
5 567 PWR 0 5' k i , \1 K I 11
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a a 3-79 PWR @ 1 2, 5' ,,,��,, 1, ., '. �, I , I , , .�
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5 379 PWR is 19' , . �_­ �- , , " ;_ - ­', -.1. __
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TP -20 769720 2045630 Fill to 5 ft very Net some cloth Hater pouring in @ interface CAT -320 __ __ -11 I _:", _. 11 -.1 -11 -1 - _:1 �,� � '.., �,�_ I
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b Fill to I ft PWR 0 2.5 ft CAT -320 I Womr; � _; _:', 11 �: - ,� ,.. , , , - -_ I,-.. ;, . ,. �
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TP -29 769619 2045991 Fill to 3.5 ft wl large concir on one end appears to be edge of fill area CAT -320 I . mmw M WM M M M.� M 19 W . - ��_ ,,i,-
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u t earth teeth 0 3.5 ft CAT -320 1�, �11'1. , � � ,,o �,
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TP -42 769470 204(o878 Mulch to 0.5 ft good residual @ 1.5 ft CAT -320 Y ,, � �\�,. _ I , �.�,` r � I - � /
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*** TP -9 '769 700 2 045,9W Fill to 8 ft w/ to . ­_,, """ ­�, " - - I / / I . 11 I 11 V1 , - � ---11 __.­,,__­- I
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and stumps on-site for landscaping uses. Following completion of filling of the borrow area, the surface will be
compacted with a compactor, and a minimum of 12 to 18 inches of soil cover will be placed over the area prior
to revegetation. This soil cover can consist of better soil from the undercut area, but the intent is that it be rolled
with a compactor to provide a more stable surface and to cover any concrete , brick, or rock incorporated into
the fill.
Material determined to be suitable for use as structural fill can be placed in any structural area- It is
anticipated that some borrow will be performed on Lot 42 and that some of the structural quality rill removed
from the undercut area will be placed as fill on that lot and be compacted in anticipation of future use as a paved
parking lot. Fill material placed on that lot is to be diskedand dried to allow compaction to not less than 90% of
ASTM D-698 and to develop adequate stability in the deeper fills more then two feet below grade. In the final
two feet, the material should consist of low plasticity soil compacted to not less than 95% e.xQept in the final foot
where compaction should be increased to 98% of ASTM D-698. The completed fill shall be stable tinder
proofrolling to provide adequate support for Progress Energy service trucks and for future use as a paved
parking lot.
Geo'l echnologics, Inc. appreciates the opportunity to provide you with our services during this phase of
the project, Please writact us if you should have questions regarding this information or if we may be of further
assistance.
Sincerely,
,,,O��tqoy#4%00
GcoTeelmologies, Inc. , ,%- , ,,�, q-, larw%ra ,, ­",
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C, 0 N 5 T R U 6 T I 0 N P L A N 5 U B M I T T A L
PHASE .2
SP PROJECT LOCATION: MORR15VILLE, N.C,
SCALE. I - = IOU
EX IST I NG F I LL
EXH 1,B I T - I
FZEV 1 51 QN5:
PRIEST !,CRAvEN & AsSOCIATES,INC.
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1.288. Email [e-mail],com / Firm #: C-0488
I
30
FZEV I E14 COMMENTS 07-21-10
DATE: MAY 4, 201 0
REVIEW COMMENT5 -1
REV I EN COMMENTS 01-04-11
I'T-
PROJ ECI - 2009-009,001
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~e"PREEBOARDMIN. M ~NKM NT N TR TI N PROG~I7UR~5 N5E E" PIPE FOR DRAINAGES r4P OF ~ ~ ~ ~ ~j O ~~S SAD I MINT ~3,~51 N SUR~~G~ E~~ I G I ENGY G~LGULA~TI oN5
'i 2 8t3U1
~Nl~ R~QUIR~M~NT~
6'NRE MAX a' hUN s rus a M w ~t I. NO WORK SHALL TAKE PLACE ON THE DAM WITHOUT COORDINATING THE ',=LOW *'wAFPROXIMATE r~ EjA51N BA51N TOT. DRN6 T~ = INTENSITY 051 AREA DIMENSIONS ID TYPE AREA TION QO YEARI "G" QIO REQ'D PROV'D ~'D REQUIRED
TARP ,,,-,,~'`C~- s " 6' iPVri PROrEGr10N lrcH ANp Ca~;Y TARP m m p1YaIPA1ER OBSERVATION AND TESTING OF THE PROJECT GEOTEGHNIGAL ENGINEER. ALL ~,ISt~~ ED6E{MUN.Ia) PAD RIP RAP SOIL MATERIALS ARE TD BE APPROVED BY 1~ GEOTEGHNIGAL ENGINEER aLL AG MIN, IN / ?'<2 SF FT ~
LENS ?5 WASFEp STONE FILTER EMBEV TARP PRIOR TO INCORPORATION INTO THE EMBANKMENT, SEDIMENT BA51N ~I 5TND. SKIMN~R ATTAGhEq TO 6.8 * 1.04 050 23,94 10414 14k 200'x 2' o £LE~ 15 YE5 (3)
~~yy',y 5EGt10N TNRU HEIR RU.E'f SHALL ~ TO TOP G1~ HOLES TARP EXTEPU75 PROTEGT~(A5 NEEDED) BEYOND TOE OF PERM. RISER
, ~oNMA~~ ~ ~TIaN n+tu BASIN , ~tt.r~R sy,~ Np~ I 2, INSTALL EROSION CONTROL DEVICES PER THE PLAN, GALL FOR INSPEGTICN+1 ~ SEDIMENT BA51N ~2 5~• SKIMMER ATTAGIfq TO 13,9 w 1.04 0,5P 48.93 21285 140'x 242"x 2' 33~A YE5 (S) Pr32M. RISER o ELEV. 351.5
~"~T ~ H°~ AND OBTAIN CERTIFICATE OF COMPLIANCE. Plr 8" MU!
BAFFLES ~ TOP 4F 8tS2Ft TARP PRATEGTk7N S£gIMENT 9A51N ~3 5TND, SKIMMER ATTAGI•ED TO 8,4 * 1.04 050 2951 12663 101'x 110' x 2' 11113 YES PERM. RISER ~ ELEV, 358A
BAF~.ES DlrGtf AAD BLRr TARP 3. GUT ALL TREES AND REMOVE ALL EXISTING VEGETATION FROM THE s I ~ SKI Eyp~ypY , ~ etx~ la") EMBANKMENT SITE, SEDIMENT BA51N ~4 CUSTOM BA51N 82 * 1.04 p,50 11,26 48gq 50'x IOOk 2' 5000 YES f3) ! Ems. 344 5
T~K ELEVATION R BAiPLE (TYPJ
b" Pvc WnioLEG GEG'f10lt THRll WEIR 4. GRUB ALL TREE STUMPS, REMOVE. ALL ROOT MAT, TOPSOIL, ORGANICS, za~E POCKETS OF LOOSE SAND, GRAVEL, AND ANY UNSUITABLE MATERIAL FOUND IND *A55UME5 5 MINUTE DURATION
~ ALONG THE EMBANKMENT SITE. GMP CUTLET PIPE HOLE SPECS= 'r"~5,A, REQ'D fS,FJ = 435 S.F. ~ (Q-10 Yid
U+<.ET' SHALL BE PR4TEGTGp ~
wirGii RIRiAP) ~ ~-~R4ArAT10N ,u PERSPEGnyE wEW oEVwr~tING HOLES WLL BE INSrAW.ED M SETS 4F 3, THE GONTRAGTOR SHALL TAKE THE APPROPRIATE MEASURES A5 NECESSARY c>R EQIIVAL9lT. 5ECTIdV D~~ 1• DRAW DOMN RISER I H1~FtEL SHALL eE b" SGH. 44 PVG WITH GLEAN~OUI' GAP ~ e INO~S 7 ~ F810~174~M OP WTF~ ~n~s TO PROTECT THE AREA OF GONSTRUGTION FROM STREAM FLOW AND GARY SEDIMENT BASIN SGH~I~UL~ - Slz~~ P'ER 1lOLUM~ M~THaL
~ R9~ ANp 9/4" HOLES. SEE NOTE I FOR Nut~R Nip SPACING of HOLES. WI4L GONTINJE UP THE RISER IN INTERVALS OF 3 INGHE5. STORMWATER RUNOFF.
A EA51N SHUN.p BE W.EANEp OUT YUE.11 GAPAGTY REAG+ES AN ELEVATION REPRESEHTINS THAT THE BASM 19 HN.F-FIXJ.. S, ~ raaP U9Ep TO PROrEGT nE WEIR SHALL ~ rHE WIpTH SFEUFIED. THE ' W u ~ ~4 MGH IN Dw~T~ NVD WILL BE xl THE TARP USEq TO PRCIIEGT THE WEIR ShW,.L ~ THE MUpTH 5FEGIFIEp, THE LENGTH OF TVE TARP SI~At.4 6E P~~ GORDINS ~yrl{ qp TARP SHALL AGGQR7NN6 TO AVAU.ABLE StPPI.Y. IF I.Ip1,Ey prERk RI~N6L Hul EAUAL 0 DRAINA°E AREA. APPROX. APPROx. Rr~'D va.. Su~ACE PROV'D voL.
TO AVIULABLE SUPPLY, IF ruLnPWe TARPS ARE T4 BE USED, TNE;i TARPS SHALL BE OvERLAPPED AT LEAST 12 THE NMLnPI.E TARPS ARP TO BE DEED, TNBd TARPS SHALL BE pVP.Rl.ApPED AT 6. EXCAVATE, BAGKFILL AND COMPACT THE GUT OFF TRENCH PER THE PLANS N5 EIASIN BA51N OT. DRNG 0800 GF PER AREA WITH 2' pEPTH OF ID TYPE AREA DRNG. AG1 PROV'D 5~IMENT STORAFiE 7.09E
~ EAUI A~ ~ u. ~s ~ DOWV5fREAM rA~. THE rARP SI{AI,I. BE 90 Mu.. h~AW DufY 51Lw?R rAp~AULHIS LEAST 12". 'rf1E L1~9rRC'AM 12" TAi~ SHALL OVERLN~ TFE DOVNI9TREMi TNtP. AND DI~GTION OF THE GEOTEGHNIGAL ENGINEER. 3) PROVp7E A MINIMUM OF THREE P4ROl5 BAFFLES TO EVENLY DISTRIBUTE PLOW ACROSS THE BASIN, REDUGNb TUR6lILENGE. TARP SHAW. BE 54 MIL. HEAVY pUTY SILVER TARPAULMS OR EQUIVALENT A 8A5Ui DRAJISNG 9A AC~5 5HOU.O HAVE Z HOLES A(, GF 5P GF
4) BAFFLE MATE'RUU. MJST BE `,,ElAJRBD Ar THE BOTTOM AN7 SIDES U51NG °TAPLES OR BY TRENU11N5 A5 PU2 A 51LT T~K,E. FOR U.V. RE515TNiGE. PER RIN9 EVERY 9 INCHES ON THE RISER PIPE. THE FIRST 5) MOST of THE SEDIMENT MULL AGtUMULATE IN THE FIRST B/1Y, yp THIS SHOULD ~ READILY AVNLABLE FOR MAU~ITENANGE 3. MAHHTENANGE= SEDIMENT ro BM ~ AHO rROPERLr>r aF W~1 `n~''a "04~`~ MULL ~ ° M~u+GS FRaM T~ B°TTON' 7, THE CUTOFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATERIAL SEDIMENT E~A51N ~ STND. SKIMMER ATTACHED Ta 6.8 12240 a ELEV. 3615 29600
b) DIU2HY~ THE GONSTRUGTIOl1 PHA5E CE rHE PRO.EGT, PERNIMEHT STORMYiATER RISER SMALL aN.Y DEwArBt FROM THE TOP BASIN 15 HALF flA.L. GRAVEL FILTER ARd1ND R~It 9FIgA.D BE REPLACED A9 OP THE RI5ER ALONG OR PARALLEL TO THE CENTERLINE OF THE EMBANKMENT A5 SHOWN ON JN ON PERM. R15ER
e! ~m sI+ALL Nor eE u~Nv~+tTm FaR sroRMwnT~t ~ w~mL N~Itov>~p Br ~mnaow~le~IrAL aismEet. r4 EN5IJRE D~IATERIN°. NpTE= RouNn pRNH,~E NSA ro Tt+E NEN~T WH~.E THE PLANS AND A5 D I REGTED BY THE GEOTEGHNI GAL EN61 VEER. THE NUMBER TD pETERMUiE NUMB~t oP lIOLEB. BOTTOM WIDTH SHALL E+E A MINIMUM OF 5 FEET. THE DEPTH SHALL BE AT S;~?It~1T BASIN ><2 S~• SKIMMER ATTACHED TO 33880 PERM. RISER 13.9 25020 ®ELEV. 3515 61160
LEAST FOUR FEET BELOW THE EXISTING GRADE, OR BOTTOM OF ANY 5$71MENT BASIN >R3 STND. SKIMMER ATTACHED TO 11113 21280 357 TO 355 8.4 15120 IN MWN POND AREN
PROPOSED TRENCH OR EXCAVATION WHICHEVER 15 DEEPER OR A5 DIRECTED :TED PERM, R15ER ~ ELEV. 858.0 ~or~nr
BY THE GEOTECHNIGAL ENGINEER. THE SIDE SLOPES OF THE TRENCH SHALL T - BE I TD I OR FLATTER. THE BAGKFILL SHALL BE COMPACTED WITH T .L SEDIMENT BA51N >k44 CUSTOM BA51N 3.2 5760 5000 10000 o ELEV. 944,5
~T:cTtvTt.otr~zms r~ecTTVZi:oir~Tros GONSTRUGTIDN EQUIPMENT, ROLLERS, OR HAND TAMPERS TO ASSURE MAXIMUM CIMUM
DENSITY AND MINIMUM PERMEABILITY, * ASSUMES 5 MINUTE DURATION
8. INSTALL OUTLET STRUCTURE A5 INDICATED ON THE PLAN. 1 'r'~,A, REQ'D (5.1'.) = 435 S.F. ~ (Q-lo '(R)
'~'~'rBA51N DIMENSIONS SHOWN FOR ALL NEW BA91N5 ARE APPROXIMATE
v~NT 9, RISER STRUCTURE IN POND TO BE PROVIDED WITH STEP'S 12" ON CENTER DIMENSIONS AT THE ELEVATION OF THE SEDIMENT STORAGE ZONE,
_ ~ INSIDE QF THE RISER. SEE NGDOT 84Q.$6 _ ~~'I GONTRAGTDR TO ENSURE THAT THE SURFACE AREA AND VOLUME OF
SKUNM>ER IS 74 BE A SURFACE DEM+A'f~21NG DEVICE A I. 9APFLE MATERIAL SIIDULD BE 5ECURED T THE BOTTOM NiD SIDES USkki SUCH AS BMP BKII 4R APPP,WEp DEVICE. , + ; ~ t;; a, 8p~5 T~i~E~eYwl u'~An~E I gar BAY WNIGH ofaun r~ 10. NO H1nAV't' EQUIPMENT GAN PA55 OVER GA5T-IN PLACE STRUCTURES UxTIL _ EACH BA51N 15 GREATER THAN OR EQUAL TO THE DESIGN
t,.~ REApILY AGC.E5518LE PoR MAINTENMIGE, ADEQUATE CURING TIME HAS ELAPSED. s S. i:Y2aviDE 3 BAFFLES NBE Tya ~ LE95 TMIdi 2O ~r IN LENOT?u. PROMDE S REQUIREMENTS, LENGTH AND WIDTH GIVEN ARE AVf=RAGE AND MAY
aA~FFLES FOR DRAINAGE NtEAS GREATER THAN IQ ALRES. - f,,,{ BAFFLE SHALL BE Too 6Ma CAIR StOSIOH ~ ANKEr. I I. REMOVE ANY LOOSE OR SOFT, WET SOILS FROM THE AREA AND BAGKFILL. .Y S. TOPS ~ BAFFLES SHOIU.D ~ 2 UJGFES LQNER THAN THE TOP pF THE BERMS VARY -SEE PLAN FOR APPROXIMATE SURFACE AREA LAYOUT, LL.
- - - ~ ~ b. HISpEGT BAFFi.E5 FOR RF~NR ONCE A MEEK ANp AfitS't EACH RAU~ALL ALL VISIBLE ORGANIC 17)=SKIS SUCH A5 ROOTS AND LIMBS SHALL BE SEE BA51N DETAILS FOR ADDITIDNAL DESIGN INFO
`k ~F, ~ ~-r-~""'~ ~ REMOVED FROM THE FILL MATERIAL PRIOR TO GOMPAGTIDN TO THE
t~~~`"" REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5~ BY eARREL PNE LoNreR THAN sHaMa. 13.9N~ fry gecnoN WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INGHE5 SHALL BE ~ BY FILTER BA51N NOTES
NOT INCLUDED WITH 91c~ER SI~PPI.EDBYUGER. ~PORrROPE SupPORrPOST REMOVED FROM FILL PRIOR TO COMPACTION, ALL FILTER BASINS TO BE GLEANED AT MAXIMUM 6 MONTH INTERVALS OR A5 REQUIRED.
FLOAT Tp WIRE TO 24" INTRO BOTTOM STAKE T4 FREVETIT SAbbUrb 4R SIpE SI.pP4RT WIR@ ,/OR ALL FOREBAYS INTO BASINS TO BE GLEANED OUT AT MAXIMUM 3 MONTH
PLEkIBLE ,IQINr 5~ ~DIMENT BASIN 5u~1?.E - ~ / \ 12, FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF GOMPRE551BLE AND/OR !RADIATOR HOLE) slap Petz VoLUMe F~ UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH ;UGH INTERVALS OR WHEN VOLUME 15 REDUCED BY 50`~ DUE TO SEDIMENTATION.
ORIFICE slaE PENCE AND FABRIC UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE SEISED IN TRENCH
OUILErEtUT ,-,_.sT~L Parr GEOTEGHNIGAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. NO GowECTr4N PORTIONS OF THE FOUNDATION SOILS MAY BE STABILIZED WITH CRUSHED NO WITH THE APPROVAL OF THE INSPECTOR, THE BA51N DIMEN510N5 MAY BE ALTERED TO ADJUST FQR FIELD CONDITIONS AND EXISTING
PIPE OR 15EIt ~a ~7,V. ~ » FAIR MESH OR BIMq,AR, SrAPI.ED OR OJ' TQNE. TREES, A5 LONG A5 THE VOLUME OF THE BA51N 15 NOT DEGREASED,
(WITH SKIMh~t~1 (WITH ~IMMEli1 (WITH 51CIMI~ °I~,~ 7RENCkED INTO BOTTOM OR SIB 51CIMiEi~ BiZE = 3.0'~ 51CIt`t~1ER ~IXE = 4,0, ~If+~ slze = ao" GoMPACT>rD 2, 13. PLACE EMBANKMENT MATERIAL IN 6 INCH L005E LIFTS AND COMPACT TO A ) A REQUIRED VOLUME d SURFACE AREA SHOWN 15 BASED ON THE
ORIFICE SIxE - s.o QRIPIGE 51zE = 4.0 oRIFIUE SIZE = 9.o DENSITY OF AT LEAST g59o STANDARD PROCTOR. COMPACTION TESTING MAXIMUM pISTURBED /DRAINAGE AREA DRAINING TO BA51N (I.E.
SKIMMERS ro 9E SKINUHERS Ta BE « SKIMNU:RS ro» PURCHASED Tt#24U6H F1 'lf~HR5Ei~ THROUGH PURGHA5ED THROWH SHALL BE PERFORMED BY THE GEOTEGHNIGAL ENGINEER AT LOCATIONS AND AND GREATER OF PRE / P05T GRADING CONDITIONS.)
~ FAURU.OTH, oR WARREN FAIRGLOni, OR WARREN PAIRGLOTH, OR FREQUENCY TO BE DETERMINED BY THE GEOTEGHNIGAL ENGINEER BASED ON EQUIVALENT, EQUIVALENT. EQUIVALENT. ON
THEIR JUDGMENT AND EXPERIENCE. SCARIFY EACH LIFT TO FORM A GOOD tv ~ BOND WITH THE NEXT LII=T. BENCH EACH LIFT INTO THE EXISTING 9LOF'E. TATS a ESTS
,r FOR PERCENT GOMPAGTION OF THE PLACED FILL IN THE DAM MUST BE
PERFORMED A5 QUALITY CONTROL FOR THE CONSTRUCTION OF THE DAM, E I LTEfi~ BSS I N MA I NTENh~NGE QU I i~EMENTS
CONTRACTOR SHALL COORDINATE 50 THAT THESE TESTS GAN BE DONE. ALL PORTIONS NOT GONFCRMING TO THE SPECIFIED DEGRI=E OF GOMPAGTION ALL I. GENERAL MAINTENANCE
~r"xc~rzv>,o113zroa r~z~c~rzve;ovst~o SHALL BE REWORKED QR REBUILT. ALL PORTIONS MNST ACHIEVE SPECIFIED ED A, MAINTAIN ALL FILTER BASINS PIWR CITY OF RALEIGH AND NGDENR STANDARDS AND SPEGIFIGATIONS,
MINIMUM DEGREE OF GOMPAGTIQN, B. 5EDIMENT BA51N SHALL BE GLEANED OUT REGULARLY AND VEGETATIVE
5~D1 MINT BA51N #I I M NT A IN # 5D ~5 2 14. THE EMBANKMENT FILL SHALL BE SLIGHTLY SLOPED TOWARD DOWNSTREAM ~M COVER ESTABLISHED
RI~~R W/ SKIMMER R T F F TION R I JAR 5 ° I MM~R IM NSI NS ELEV DIMENSIONS ELEV TOP OMDTE HE DRAINAGE O 5UR AGE WATER DURING GONSTRUG D E O G, GLEAN OUT FOREBAYS AFTER EACH RUNOFF EVENT.
SECONDARY SPILLWAY 4O' 963,2 SECONDARY SPILLWAY 5C~ 353,75 IL INSPECT MONTHLY, OR AFTER EVERY RUNOFF- PRODUCING RAINFALL EVENT,
TOP OF DAM WIDTH I0' (MI N,1 364, 5 TOP OF DAM WIDTH i d (MIN.) 355.25 15. THE SURFACE OF THE EMBANKMENT SFIALL BE SEALED OFF WITH A 5r10OTH TH WHICHEVER DOMES FIRST
TOP OF bc7 RI5ER b0` RCP 362, b TOP OF 48" RISER 48" RGP 352.8 DRUM ROLLER PRIOR TD ANY PROLONGED DELAY SUCH A5 AT THE END OF 7F A. REMOVE DEBRIS FROM THE TRASH RAC,..K, B. GHEGK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS,
BOTTOM OF SEDIMENT STORAGE AREA 5EE PLANS 360.8 BOTTOM OF SEDIMENT STORAGE AREA SEE PLANS 350.8 THE WEEK OR BEFORE A FORECASTED 5TORM, SCARIFY THE SMOOTH BOTTOM OF FOREBAY STORAGE AREA 5EE PLANS 357.5 BOTTOM OF FOREBAY STORAGE AREA SEE PLANS 347.5 SURFACE BEFORE PLACING THE NEXT LIFT. G. GHEGK THE POND SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREAS
5K1 MMER CONNECT! ON ELEVATION SEE DETAIL 357, 5 SKIMMER CONNECT! ON ELEVATION SEE DETAIL 347.5 I6. ANY EMBANKMENT FILL MATERIAL THAT IS FROZEN OR SOFTENED BY BEFORE THE NExT RAINFALL EVENT,
APPROX, OUTLET PIPE I NV, (AT RISER} 24 RGP 355. b APPROX, OUTLET PIPE I NV, t AT RI SEW 30" RGP 341, 8 SURFACE WATER OR ICE 5HALL BE REMOVED PRIOR TO THE PLACEMENT C?F D. REMOVE ALL WDODY VEGETATION FROM THE EMBANKMENT.
APPROX, OUTLET PIPE I NV, (DObNSTREANU 24" RGP 355, 0 APPROX. OUTLET PIPE i NV. (DOWNSTREAM) 30 RGP 341.0 THE NEXT LIFT. ~ III, QUARTERLY OR A5 REQUIRED
TOP ~ SEDIMENT STORAGE AREA SEE PLANS 3b2.8 TOP ~ SEDIMENT STORAGE AREA SEE PLANS 352.8 ANT I -PLOATAT I ON SEE RISER PLANS -SHEET 40 ANT I -FLOATATION SEE RISER PLANS - SFiEf1' 41 17. ANY COMPACTION WITHIN THREE FEET FROM THE CONCRETE WALLS AND A. INSPECT THE COLLECTION 5Y5TEM (I.E., GATGH BASINS, PIPING) FOR p ~ I PROPER FUNCTIONING. V~~oG(I ~ I~~~u~T~®IY.
p OTHER STRUCTURES SHALL BE PERFORMED BY A PORTABLE GOMPAGTER TO : TO B. CLEAR ACCUMULATED TRASH FROM BA51N GRATES AND BASIN BOTTOMS, AND
S~I~IMENT ~A~SIN # AVOID DAMAGE TO THE STRUCTURE. THE MAXIMUM LOOSE LIFT THICKNESS SAD I MINT ~~S I N 4 ~S CHECK PIPING FOR OBSTRUCTIONS. ~ A t'~ ~1~~ ~~I I~I/,;,~
SHALL BE 4 INCHES, AND MINIMUM COMPACTION SHALL BE TO q5~ 5TANDARD R IS~R W/ 5~ I MM~R CUSTOM ARD G. GHEGK POND INLET PIPES FOR UNDERCUTTING, REPLACE RIP RAP, AND l"~ I~ V I `~lJ
DIMENSIONS ELEV DIMENSIONS ELEV PROCTOR. COMPACTION TESTING FREQUENCY SHALL BE A5 DETERMINED BY BY REPAIR BROKEN Plf'E5. REPAIR ERODI=D AREAS IMMEDIATELY. ~~,~~~UL~
SECONDARY SPILLWAY 48` RGP 356, O 5ECONDARY 5P1 LLWAY 2O' 345, 5 THE GEOTEGHNIGAL ENGINEER, TOP ~ DAM WIDTH N/A N/A TOP OF DAM WIDTH I O' (MIN. } 347, O I FILL AD ENT 7 THE RI ER AND PRIM !PAL PILLWAY PIPE SHALL BE IV. EVERY 6 MONTHS OR A5 REQUIRED
TOP OF 48 RISER 48" RGP 358.0 TOP OF GU5TOM BA51 N RISER 6" PVG 344.5 8 JAG 0 S G S A. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET Ar~PROX. STRUCTURE. N0, LATH WIDTH DEPTH STONE DSO VIO ~
BOTTOM OF SEDIMENT STORAGE AREA SEE PLANS 352.0 BOTTOM OF 5ED1 MENT STORAGE AREA SEE PLANS 342.5 PLACED 50 THAT LIFTS ARE THE SAME LEVEL ON BOTH SIDES OF THE B. CHECK THE POND DEPTH AT VARIOUS POINTS IN 7WE POND, IF THE DEPTH fFT.} fFT1 lIN1 (INJ [~P5)
BOTTOM OF FOREBAY STORAGE AREA SEE PLANS 352.0 BOTTOM OF FOREBAY STORAGE AREA SEE PLANS 342,5 STRUCTURES. 5K1 MMER CONNECT! ON ELEVATION 5EE DETAIL 351.0 APPROX. CUTLET PIPE I Nv, (AT RI SERI b' PVC 347.5 Iq. EARTHWORK GOMPAGTIDN WITHIN 3-FEET OF ANY STRUCTURES SHALL BE 15 REDUCED TO 159b OF ORIGINAL DESIGN DEPTH, 5EDIMENT WILL BE I** I2 l0 24 GLA55 B" I3 8.1
APPROX, OUTLET PIPE INV. (AT RI SEW 3(Y RGP 350.7 APPROX. OUTLET PIPE INV. (DOWNSTREAhO b" PVG 342, 0 AGGOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED PQWER REMOVED TO AT LEAST DESIGN DEPTH. """z** 2a 24 a4 GLA55 "a" ~ a.D n JER 9"* 23 20 24 GLA55 "2" 23 9.3
APPROX, OUTLET PIPE I xV, (DOWNSTREAM) 3a RGP 349, 5 TOP OF 5ED1 MENT 5TORAGE AREA SEE PLAN 344, 5 TAMPER5 OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. .ERS. V. GENERAL 4w 12 10 24 GLA55 "B" 13 INLET O
TOP O1= SEDIMENT STORAGE AREA SEE PLANS 358, 0 A. MOW THE 51DE SLOPES ACCORDING TO TIC 51~A50N, MAXIMUM GRA55 5** 20 20 24 GLA55 "2" 2-3 q,8
ANT I -FLOATATION SEE RISER PLANS -SHEET 43A Y~l~ I R G~LGUL,~T I ON5 A F 2O. THE CANSTRUGTION SITE SHALL BE KEPT DRY AT ALL TIN>l=5 BY ME N5 O ,p HEIGHT WILL BE 6". b* b 12 24 GLA55 "B" 13 INLET Q OR B. ALL COMPONENTS OF THE POND SYSTEM MUST BE KEPT IN GOOD WORKING 1* to l0 24 GLA55 "D" IS INLET
WEIR EQUATION: Q = G'L*H''3/2 COFFERDAMS, SUMP PUMPS, TRENCHES, PIPES AND ANY OTHER MEASURES OR 5~17IM~NT ~~51N NOTES: EQUIPMENT THAT 15 REQUIf21=D. 5EE SEDIMENT BASIN SURFACE AREA / EFFIGIENGY GALGULATIONS ON THIS ORDER, ew" 20 za z4 GLASS "2" 23 10.3
I. THE PERMANENT RCP R15ER AND BARREL STRUCTURES ARE TO BE INSTALLED SHEET FOR QIO GALGULATIONS, wwwq" 20 20 24 GLA55 "B" 13 13.5 B~ w*w10e 12 10 24 GLA55 "B" 13 IIA
# # A5 MPTI N : 21. MOISTURE CONTENT OF THE EMBANKMENT FILL DURING PLACEMENT SHALL BE AND UTILIZED IN THE TEMPORARY SEDIMENT BASINS I AND 2 WITH THE SU 0 S NO MORE rHAN I~ BELOW To 2A5 ABOVE OPTIMUM MOISTURE CONTENT. CUSTOM BASIN I~MO~~I.. SEQUENCE: """II* 30 2s 24 GLA55 "2" ~ 18.3
MODIFICATIONS SPECIFIED ABOVE. 5EE THIS SHEET, SHEET 40, AND SHEET 41 I, 10-YEAR DESIGN STORM DEPENDING ON CONDITIONS, DRYING OR SPRINKLING MAY BE REQUIRED **"12* 16 12 24 GLA55 "B" 13 12.5
FOR GONSTRUGTION DETAILS AND DESIGN INFORMATION. SKIMMER TO BE 2. G=3,0 DURING GOxSTRUGTION. ATTACHED TO PERMANENT RISER AT PERMANENT GATE VALVE LOCATION 3. MAXIMUM H ON BASINS #I, #2, ~ #4 IS I. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL *veLOGITr REOUCrIax RIP RAP PAq (vRP) Q
AND SEALED WITH A WATERTIGHT CAULK /EPOXY. ONCE THE SITE 15 5ET TO PROVIDE I-FOOT TO TOP OF 22. THE EMBANKMENT FILL SHALL BE PLACED RND COMPACTED Ix A UNIFORM, .t, ENGINEER/GONSULTANT TO DETERMINE IF THE BASINS GAN BE *"`RIP RAP PLUNGE POOL
STABILIZED AND THE TEMPORARY SEDIMENT BA51N DEVICES ARE READY TO DAM. CONTINUOUS FASHION, CONTROLLED FILL, A5 SPECIFIED BY THE REMOVED YET. INSTALL SILT FENCING OR OTHER TEMPRARY "*°5EE PLAN vlEw POR ADDITIONAL gIMEN5ION
BE CONVERTED TO THE PERMANENT EXTENDED DETENTION WETLAND FOR 4. MAXIMUM H ON BASIN #3 15 5ET TO GEDTEGHNICAL ENGINEER. EROSION CONTROL MEASURES A5 NEEDED PRIOR TO REMOVAL OF REa11REM~NNTS FoR uz, 4, lo, II, t 12 ~ . CUSTOM BASINS,
BA51N5 #I AND #2, THE PLATE AND SKIMMER SHALL BE REMOVED AND THE PROVIDE +/-3' TO FINISHED Y PERMANENT EXTENDED DETENTION WETLAND SHALL BE COMPLETED IN ROADWAY ELEVATION. 23. L005E LAYERS WITHix 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWA IAY ~`~~~~~uniU~~~~~ I''
ACCORDANCE WITH THE APPROVED GON~aTRUGTION FLANS. E IMENT A IN #I I = F PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO 5 ~4 5) A DENSITY OF NO LESS THAN G5~ OF THE STANDARD PROCTOR MAXIMUM `.D TO 2. REMOVE CUSTOM BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION ~~•~0~`~~~Q~p(/~'~i, W
WEIR = b0" RISER AND 40' WIDE GRASSED SECONDARY SPILLWAY DENSITY IN A MOISTURE CONTENT OF 2AS OF THE OPTIMUM MOISTURE 1 DITGNE5" IF CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS PROPERTY OWNER AND S$ 9 ~ m OPERATION AT THIS TIME, FINE GRADE AREA IN PREPARATION FOR APPI.IGANT: LLI
2. THE PERMANENT RGP RISER AND BARREL STRUCTURE 15 TO BE INSTALLED RISER: Q = (3.O)*(15.71')'~(0.-t')"3/2 SEEDING, 5HILOH MORRISVILLE, LLG L °
AND UTILIZED IN THE TEMPORARY SEDIMENT BASIN #3 WITH THE CONTENT IN ACCORDANCE WITH ASTM D6g8, OR A5 DIRECTED BY THE RISER; Q = 27.6 GF5 GEOTEGHNIGAL ENGINEER. MODIFICATIONS SPECIFIED ABOVE. 5EE THIS SHEET FOR GONSTRUGTIDN SPILLWAY: Q = (3.0)*(40')*(0.3')" 3/2
DETAILS AND DESIGN INFORMATION. SkIMMER TO BE ATTACHED TO SPILLWAY: Q = Iq.7 GF5 24, NO GOMPAGTION BY DROP WEIGHTS FROM A GRAVE OR HOIST IS ALLOWED. 3. PERFORM 5EEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK 8830 GQLONNADE BLVD,, 5(11TE 6D0 69 7 SAN ANTONIO, TX 18230-220q : 61 1 Ca ,p, ANY RESULTING BARE AREAS. PH. 210.641.8481 FAX, 210.641,8463 ~9 ~ ~
PERMANENT RISER AT PERMANENT GATE VALVE LOCATION AND SEALED WITH TOTAL PROVIDED Q(WEIR) = 27.6 + Iq.7 = 4~.3 GF5 > 23.g4 GFS (O.K.)
A WATERTIGHT CAULK /EPOXY, ONCE THE SITE IS STABILIZED AND THE # - 25. AFTER GONSTRUGTION, A 41NGH LAYER OF TOP 501E IS TO BE PLACED ON )N 4. INSTALL VELOCITY DI551PATORS AND/OR LEVEL SPREADERS A5 i~~~~~~yn°D,~~Q
TEMPORARY SEDIMENT BA51N 15 READY TO dE CONVERTED TO THE P05T SE171MENT iASIN ~ QI• 4i.~~ ~F~) THE DIaTURBED EMBANKMENT SURFACE AND THE AREA S)=EDED AND NAILGHED DEVELOPMENT RISER DESIGN, THE PLATE AND SKIMMER SHALL BE REMOVED WEIR = 48 RISER AND 5O WIDE GRASSED SECONDARY SPILLWAY OR HYDR05EEDED. SHED REQUIRED ON THE EROSION CONTROL PLAN, ~fr~p~I~~t~+~i+~~~
AND THE RISER SHALL BE COMPLETED IN ACCORDANCE WITH THE DETAIL ON RISER: Q = (3.0)*(12.57)"(1.45) 312 5. WHEN SITE 15 FULLY STABILIZED, GALL ENVIRONMENTAL Town of Marrisviiie
SHEET 43A. BA51N #3 TO REMAIN FOR PHASE 3 (LOT 12) FUTURE RISER: Q = 65.8 GF5 26. THE GROUND COVER FOR THE DAM EMBANKMENT SHALL BEAK-31 TALL ENGINEER/GONSULTANT FOR APPROVAL OF REMOVING REMAINING APPROVE®FOR CONSTRUCTION U TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN
CONSTRUCTION. SPILLWAY: Q = (3.0)'~(50')'~(0.5')"3/2 FESCUE COVER. A 4-IN DEPTH OF TOPSOIL ON THE DAM 15 REQUIRED SPILLWAY: Q = 53.0 CF5 PRIOR ro SEEDIxG/MU..GHING. SITE GAN BE ISSUED A GERTIFIGATE OF COMPLETION. W
3. DURING C,ONSTRUGTION CONTRACTOR TO PLUG PERMANENT 2.0" DRAW DOWN TOTAL PROVIDED Q {WEIR) = 65.8 + 53,0 = 118.8 GF5 ? 48.83 GF5 (O.k.) IE Signature, k'_ ~~Q ~ Date: g ; t p
SEDIMENT BA51N #3 QIO w q.5rt GF5 27. CONCRETE ANTI-FLOTATIOx DEVICE TQ BE INTEGRALLY ATTACHED TQ THE ORIFICE AND 3-7" ORIFICE HOLES IN RISER OF EDW "B" WITH A WATERTIGHT RISER BASE TO PREVENT RI51;R/BLOGK SEPARATION. THE CONTRACTOR Town of Morrisville, Engineer Datef Initials
SEAL. PLUGS TO ESE REMOVED WHEN DEVICE IS CONVERTED TO THE WEIR = 48" RISER SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI-FLOTATION BLOCK TO THE r THE Engineering. /
PERMANENT EXTENDED DETENTION WETLAND DEVICE. RISER: Q = (3.0)*(12.5"f')'"(3')h3/2 RISER ASSEMBLY. RISER: Q = Ig6.G GF5 Planning, 1_14 111
4. DURING CONSTRUCTION CONTRACTOR TO PLUG PERMANENT 3S" DRAW DOWN TOTAL PROVIDED Q (WEIR? = Igb.q GF5 > 2~5"f GF5 (O.KJ Other (speeify): 6nL
ORIFICE AND 3-1" ORIFICE HOLES IN RISER OF EDW "C" WITH A WATERTIGHT GHEGk AS ORIFICE: Q = Gd*A'~(2*g*h)"1/2 NOTE,, LL
SEAL. PLUG TO BE REMOVED WHEN DEVICE IS GONVERT~D TO THE RISER: Q = (0.6)*(12.57 5.FJ*(2*32.2 FT/5EG" 2*3)"I/2 ALL CONSTRUCTION AND MATERIAL5 TO BE IN
PERMANENT EXTENDED DETENTION WETLAND DEVICE. RISER: Q = Io4.2 GF5 CONTRACTOR SHALL BE RE5PON5IBLE FOR TOTAL PROVIDED Q (ORIFICE) = 104.2 GF5 > 2q.57 GF5 (O.k.) THE LOCATION OF ALL EXISTING UTILITIES STRICT ACCORDANCE WITH THE AGGEPTI=D POLIGIE5 Signature: Date:
OF THE TOWN OF . MORRISVILLE, AND UNLEaS Town of Cary Utilities, Water and Sewer
S. DURING CANSTRUGTIDN CONTRACTOR TO PLUG 0.5" ORIFICE HOLE IN RISER M A N #4 i = I . F PRIOR TO BEGINNING OF ANY EXCAVATION, SEDi ENT B SI (Q 0 126 G S) EXISTING UTILITIES SHOWN HEREON ARE DF TEMPORARY SEDIMENT BA51N #3 WITH A WATERTIGHT SEAL. PLUG TD BE WEIR = 20' WIDE GRASSED SECONDARY SPILLWAY SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
REMOVED WHEN DEVICE 15 CONVERTED TO THE POST DEVELOPMENT RISER SPILLWAY: Q = (3,0)*(20')*(0.5')~3/2 APPROXIMATE AND ALL ARE NOT SHOWN. OF TRANSPORTATION (NGDOT} STANDARDS, Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to ? SPEGFIGATIONS, ~ DETAILS. thpcnmmQncpmantnfanucnnstructinnactiviti~s d^
..r~,~.i rr+fii , ~.,A.i r, n~ n rrr
LIC~IVIV, orIL-L-Vrrt r : tx = 41.4 Lor- 7
TOTAL PROVIDED Q (WEIR) = 21.2 CF=5 > 11,26 G1=5 (O.K)
GONSTRUGTION PLAN SUBMITTAL ~CAL NSA EROS I ON19 C NTROL REVISIONS:
REVIEW COMMENTS 07-21-10 PR1EST,CR--A-----VEN REVIEW COMMENTS .10-15-10 &AsSOCIATESINC.
REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 31
PHASE 2 DATE: MAY 4, 2010 SH I LOH CROSS I N& F
NOTES AND DETA I LS SPONSORED BY: SHILOH MORRISVILLE, LLG PROJECT TOGAT I ON: MORR 15V I LLE, N. G, PRO J EGT: 2009-009.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
F: ',LAND PR,O.JEGT5\XOTHER5\2X)3-0,001 SN':LGH :,k05"IN& h0kR15V1LLEIC~ 6\LOI5TRUGiION\4iH SUEMITTAL\ 31-EK05I N-NOTES-DEIAI;5,WG , Jan 06, 2011 - 4, 27 PM CR 5
RELEASED FOR CONSTRUCTION
-

\ / GLA55 I WP RAP (5EE 9EGTION
~ ~ / eASIN BeLOw F'LAGE 6RAV~. BA65 SUGN TM4T ND 6AP5 ARE /
EVIDENT PCNDRJS AREA POR 9LDIN~IT SEPARATION ~ ~ 1 / GATGH BASIN _ TOP ELEVATION of STORNYIATER O, g' - I' 94' MIN. fig` - - - - - - - - - VARIES BUT 9UkFIUENT TO KIP I, PUr SILT FENCE OR TREE PROTEGTKNr FENCE UP 70
BACK OP WIRE STANDARD METH. Pb515 2'-0' R16ROUND ""Y",~nsm. g * SEDIMENT ON SITE ~ ENSUI~ GQN9TRUL710N ENTRI~IC"E 19 U°,ED.
u>RB n11eT 6A1.VAFUIED HARCMLLARE WIRE ~ RIP RAP HEADWALL EXTENDg TO TOP f~ BOX \ ppE ""~I~ I r~~~ ~:.i,;'"'t'vy"~~.~;'? 2, IF C.ONrTr11k.TIGN ON THE 517E5 ARE SUGN THAT THE E14STM4 SLOPE ' ".~;';•""ia'A•?;','*L,,.d.,;,~, ~ ' MUD ISN01' REMO~/fD 8Y "n~ VEFiiGLE TRAVELING
~ ~i ' M9 MIASPlD STONE I'^0" 1NIGK x ei ~ STONE TD EE yav%t k~'•i, ,25' GR WIDTH OF OVER THE 5Tp1E, TI~1 THE TIRES OF THE VEHICLES R RIP-RA EXI51TN6 .i",v,(SINiGE STINIE OR RAIL180AD;'•rY fROP05f~ STREET, hfJST BE YQASHED EEF012E BJrERING TAE R1B1.IG ROADWAY ,;E.ALI.AST)•+~i;~"'''.`' .:.h+'`'^.~' W1ICAIEVER IS ROAD.
FLAW PLOW - illl!!1 NI , .r.. -.1~'`•..;r". +"'i,. GREATER, is fit ~^'I".'~~~\i',,.ra,:.~l~~r"~,':w,s~i:ii: ~4,i
e SIDE VIEW ::~'(yl `:,~r~:•?p.~;, i;~s"~~°;,,,;;«ir`~i"~ 8. MMiTNN 6RAV~. PAD IN A CONDITION TO ,~r..«1C,~. .r'~°~<.:.~>.r~!r:4... PREVENT MAOR SEDIMIENT FROM LEAVMfS EXISTING SL GONSTRUGTION SnE, ENTRANCE Wlu. REQUIRE
i ~ 1 II\ I PERIODIC REMOVAL Of 5EDIhtBJT-LADEN STONE AM7 ~r wm+ FRE5FI srONE
- - , {1RLKTION t?OTES,
PER5PEC71VE VIEW ` / P~ SCALE ~ VARES H861fT 4 WIDTH DETERMI1~11 BY P V EX15TiN6 TOPOGRAPHY AND
- ~ TI PbTEIr N7TE~ SRAVEL BA6 SHOU417 NOT BE ATbP1R 7LLAN 5EOIMENT STORAGE REGdNRED
PLAN VIEW T~' ~ cu~3 0 ~ I. PLAGL' bRAV~. BA8 BARWBI2 ON cSEfmY GuR6 IPLET dt sEDIMENr SroRABE O' - ~ KEY RIP RAP HlTO TFE DAM :'t; , ° FOR 9TA~LIZATION.
SLOPING STREET, Md~RE HATER GAN Ft7PA Cs ~ • kAl'G FILL, ETG015T11R6fD FLOOD STORI~E YQHE RIP R,W AND ALLOW SEDIMENT TO SEPARATE FROM k DD I. 2. ~ i ~ ; : ; ~ KEYS RIP RAF 3S' MW, 15' MIN, ~1 GONSTRUGTION~ y ~ EXISTiN6 ROADWAY
RUNNOFF, _ ~ PIPE N'S WASHED STONE ,v,r~~~i,"•~"":."~,~ 12" MN.
2. USE BIa55 OF WDVEN 6EDTEXTILL a---~-~--~ \ I ~ ~ (MIERT NATURAL GRpMD --..s" , FABRIC APOi' BI1plAP) AAD FILL WITH } RLGFI ' ;t.L'r+g±;,•TC e " ~py~ I ~ 9 ~ ~ - - b" MIN. ,:r,. „r
51 WASti~P STORE PLACED TO A P$IbHT CF 12"-18 MINDAA•1 ABOVE \ -FLOYI--- (OR 9MUV.LERI6RAVEL BAff M15T BE _ _ ~ _ ~ _ _ LAY6~D SUGPI THAI NO 6Af'S ARE EVIDENT, TOP OF BOX 1, . ' - I A ~l5TI11g
9, INSPECT BARRIERS AMID REMOVE SEDIMffNT I. IPISPEGT INLET PR!OTEG110N AND Ra40VE SEDIMENT GLA93 I RIP-RIP ~E SEQUENCE. ABRIG UNDER STONE NO1Er REMOVE 5HJ8•EN'r
AFTER EACH STORM EVENT SEDIMENT AND CATCH BASIN AFTEtt E4GLL RAIN EVa1T, dRAVE1 SHOULp BE REPLAG~ MAIOMLM SETXM'ENT GRAVEL MYaT BE REMOVED FROM THE AND REPAIRS MADE A5 (GLEAN OUr POINT') M5 WASHED STOPS AGCAktRATK7N FROM BEHIt~ GHEGK DAMS TO PREV1aNi DAMAGE
TRAVBkD WAY IMNECNATELY. TO G+w~UEL VEGE'fAt1pN FLOW SHGULp 8E MAINTAIP~7 THROUbFi
4. WHEN IN5TALLIMI6 G11RB RILET PROTECTION TIDN THR AT N 8.d~1 , FI AND . ~~5 P cups INI.E'T, SECTIDN VIEW ~ SG+~ TFE DAM.
~ ~ ~ cr r q _ it
~
~ ~T~NL~~RD G~~lSTfi~I~GT I U~
ST~N~I~~f~~ GH~GK ~~M ~NTfi~~1~G~
T T T T T T T EFFECTIVE:OI13UDa EM'MECTIVE DIt31/oa EFFECTIVE;tl1131/0S EFFECT[VE:OL EFFECT[VE:01/31Po6 EFFECTTVE:OIB]!68
p ,p, sar rtra G s GO/4t9E AGGPEbATE Ep,R7}{ FILL GWERED 8Y OR 2A~GRPIPE 6" pEEP LARbE ANSIILAR ROCK
E GREATER
FILTER FA W FILTeR FA9RIG STRAP -I_I-
TYPICAL RIP RAP CPIA7~ 1/9 w ~ -III-1I1=1 I i~ III-I ~ I-
TOP OF 51LT R@lt,E W TEMPORARY DNERSION D1TGH TO 8E 119EP rO INTERGEPt' Ftd^I AND/OR DIVERT 70 A 9ED1At~lT GOKIRCL MEASLY CR PA75T BE AT LEAST I' I ~ ~ R@MOVAL PORhI I Dip STRAP ~ ~
D r3h1p ABOVE 7LE TOP OF " "~4' TO 12" ~ 2, SU.T 9W11 I~MOV~ MFEM( D1fGH 16018'-N~N.F FIK.L, TIC WA5FIED STONE GP~PAGTY OP GAPAwTY G'F PIPE GUL --1TI--I I
~ 3, DITCH SHALL ~ rTPR1GTED N{~I DAMlxsi~ BY t?gUPhtl9Yf CR G01 BY P°8L. b' ~ ~ I 4. 6TABiLITE DIVL~910N DITldI BERM MViH TI?M~'RiARY 6EEDlNFr, hIU.GH YYTP1 TAG, AND/D!1 ~20910N CONTROL N?TTUd6. TCbERHER = E TCGETHER = dA}!r. Fttl.L FLOW ii•'~p~y ,t J
6 ~F~1~ FILTER FABRIC OR FRONT VEW GRAVEL BEDDING BURY WIRE FENCE, ••."`N~ st.4'.:~±~r k1F~•, EARTH FILL GOJBZEDBY •+("`F• LARbEANSIAAR OGK I ( I ~ SEDIMENTSAGK
PARABOLIC-SHAPED WATERWAY WITH STONE CENTER GRAIN PEZOIDAL FAtro~H FARD~wARE~' COARSE AGGREGATE JJ
(SHAPED ~ 2' MIN. STS- FaPCI= POST Sf~L FENCE POST GLETN DJ TRENCPI 9LT MAX 2' APARr C7G~4f? p
I bbt9TE MATERIAL-GGMpAGf, MIN. ID' Ixro 50LID R~ VAR ~ t MULCH AFTER HARDWARE CLOTH °.ao o B• .a~g ,oOaoD no°'ap C°°bo~0•ot~°P''o IN,$TALLATION DETAIL °e$'4o ~"o ° o a0 ° oa p oao O O,poo p o o° o Qa d 0 000°0 • ©p q a o p
LGNSTRUCTlEN OF DI ,.~i~xi'I~°3"';`':~ b~~ M I da:`^~C''~^~^m (V FILTER OF>a9T o°. o° pa. paA a oot3o p a p,o'~ a° O p p p
II a~~.c'*"' ;F;i't+"~~:;;~ WASFIEV870lIE D I..... ~ M'w" 0 ~~Ao•0 0• 00 O'QOa o0o0p ~0b•opp°aQ°p ~ on o4~.0 ~0'O p ap; pQ °a,p•.Op p.,o ~n•.~•pe o'~ o 'a'
YAR. - 3' FILTER FABRIC Opap ~ pop .?oo ~ OOP °poDdQo 00 a, 0 0 pp o$ -p s o°.o° o00 o.p p •0d0 tYo °o°o 0 ° a a o0 a0~' ; pogo ~oo° a p pp, o R p o pp ~..r''.. r,•,.•,•
le' 4' To 12' N~E°a ~ ~ ~ ~ ~ _ p' - 2' ~ ~ ~ I ~ ~ ~ °N aR°uN° Nv~ _ - - b" FILIER FABRIC OR -TO BE USED YIfERE E%GE95NE 9TORPYIATER ° I. REMOVE 9ET71MENT W~1 HALF OF 0 0 c ~0°d''o° na o o p 9Qo p°0, p o 0° 0 0 0 00 a O bo EXPANSION RESTRAINT ~
gRAVEI, jqt~ VELOCITIES PROIMBTI' VEGETATIVE LINII1Ei5. _ _ j''~ STONE OUTLET IS COVERED. ~b az^ ~t~Ar wAl E2 ~sTRnrx ~V A \ ~ , Nom \ \ \ \ \ y L SOME MutUCPALrrIES Do rloT
-5RE OF SiOT~E MU6T ~ DE78tMINED BY a V-SWAPEO WATERWAY WITW STDNE CENTER.. DRAIN APPROPRIATE DE516H PROCEDDRE. 12 r el Rr.RY wll~ Fain AND ~uRr b' oP t~PER e>6E of REPLA.cE ~ro~>~rD ro 'F.~~?~.,.~,~,A,,'. \ ''1 oN~PUeL~cROaoS~slir~aA°"r7s
l9HMED BY hb1'OR 6RADEW HARDMAP~ CLOTH FILTER FABRIC M TREHGN a151lRE L?EPVA -Dlh@5Ia1S FoR a e w VARIES AGGORpM6 i''9TREAMul•gi - AI ' . " ~ SHOULD BE USED WITH iHE5E M@tlMk1 * MINIMUM GA5E5.
Ta DES~r+. ~E,~t9~.,Y.~~ TOP OF ,~`;r "xp~ry~ TOF' OF BANK B. 6Pd9S SHOULD BE GLEAN4n , OUT AFTB2 EVERY RAIN 1~ EVENT ANOlOR A5 NEEDED.
ST~ND,~RD T~M~'Ofi~,~~Y ~T~N1~~1~1~ ~ I LT ~~G -
ST~~~M~ G~:0551 NCB II~L~T ~~~I~I~~LT GC~1~T1~(~L ~~~IG~ F.FF1;CtIVE: 01!31108 EFFECTIVE: 91131198
EEEECTIVE:01/31/Oa EFFECTIVE. 01!31/08 EFFECTIVE: O1I31H18 F.FF1;CtIVE: Ol. UPSTREAM END OF
8'-D" MAXIMUM ---I y~g. STORM DRAW OVERFLOW
I, GgbtR I, LOl6TR11GT THE ENTRANCE TO 4'
TAMbA 7FE SLOPE DRAM aF A MN . ~ 113 FIFE STANOARp FLARED-EIiD " : ; nwdErER
bILT F MINIMUM 10 IH6TALLf~ TO SEGON MINIMIMd SEGTIONOF PIPE WTH A ~ v~~,e ~T`" b' a• •D; MINIMUM b-INGtI NETAL TOE v"{~ , ~ • ~ '
6ALYaE 1J WIRE FROM TOP I~NTEI~DIAITE WRES A A F1ATB WIRES A A I, L r 1LE LENSrH OF THE RIPRAP MUITERT FLATS (G~Ft099-SEGTIGN VIEMU. HOLD-DOWN 51NCE5 'r'r,~,cb,~~~ J'~rl 15' MIN . MAKE ALL FITTHI6S .o .k?i""~ hU1TERTlbl1'T, A STANDARD ~ a ' 4i~d~ • ' i•' ' . ~
AAROPL PIPE 7 T-SECTION FITTINS MAY ALSD tir,C.. 1 F BURY BOTTOM BE USEn AT THE INLET. 10' SPACING ~ . `+j~ l I I ~ ~
F,RADE ~ 2. d = IS T1M~9 TTE MAXIMJM ~ tSEC ID. STOPS DIAMETER BUT NOT' LESS 2. USE AN I I USE AN EARTFEN DIVERSION TO np - -I
TPIrW b" hPI.;NES}. DIRECT 11ML'B I,D. B. RJ A V'EL.L^DEFINED CHANNEL ~ DIRECT SURFACE RUNOFF INTO ~ "'h"^-'-•--- S/4" EXT~210R I'VE T'&A'~RARY SLOPE DRAIN. PLp9TIG ~ .~T . Trl' I I I I _ ALL PARTIALLY GG1+8'LETED STORM PLYWOOD
L L a THE LENGTH OF 1PE RIPRAP MAKL r EXTE?~ THE APRON UP TF8 ~,R ¶ GNALlN~. BANkS TO AN MSNIMUM MAKE THE IflCaliT GF'tFIE E>S2M GORt~l16ATED I I MLET DRNNS SHALL 8E PRO'tEGT1'J7 AT 1fE
2, d = 15 TIMES THE MAXRAM ELEVATIGN OF b` ANGLES? .LEAST ! STQNE DIAMETER EUT NOT LE55 ~ MA1gMUM TIE AD. MNIMUM OF~1,5A~ AND AT A PIPE I ~ EIS OF EAG+1 DAY M AGGORDANC~ f~~ pR07EGTI0N WITH TtIESE DETAILS. STEEL FENCE P05T I iie ADxMNIN?~'H EI~Th~t srAHluzE it ~ I '"'"'~,.w"'"~' mPlcAu
TNAM b" (RPGPEc.~1 TAILWATER DEPfFL OR TO TLE ~ TOP OF TPE BANK, WHICAEVER 8. THE LOP SIDE. S oRM ~D a~ERFLOw e. TiE Low~T PoINr oP THE curLET - ~ ~I ,r.~"
STEEL. PO57 15 L.Ef. ~r WOVEN YIRE FABRIC L'1AI*rY1~1 3. A FRIER BLANKET OR FILTER DIVERSI MNINI.M OF I FT I
F~ pF~LsF~AP.&? ~L 4. A FtLT92 21.N~KET OR FILTe'R 4, MABO+/E 1. USE SILT Pa1GE ONLY WEN DRAaQA6E ALT FENCE FABRIC 4. AEO+/E T}IE TOP GF THE DRAIN - I I I 50 THAT OE51GN FLOW GAN ~ I Iii r ~ I I , ~ ~ , ~ ~ PEE
AREA DOES NOT EXCEED 114 A~ AND FOUN)ATION. E£TY~EI~ 1TE RIPRAP AND SOIL FREELY FEVER M AREAS OF CONCENTRATE L FOLAIDATION. FREELY ENTER THE PIPE, i I I y ' DIAMETER ",".r1. D a. •6.
ft.OW T r PI 5. PROTEC 5. PROTECT TPE OUTLET OF THE 4~ MM Mw",,,,,, ' l SLOPE DRAIN FRAM ERL1510N LEVEL SECTION
2. REMOVE BEbO~IT A6 P~DEp m ~ zz LL 51oPE SLOPE, TO PROVIDE 5TO4PAGE VOWME FOR THE ~ s PFE L PIPE WTN RII NEXT RAN AND TO REMOVE PRES*~ ON ~ WTN RIPRAP DISSIPATOR. ACROSS Pp'E (INLET a ~ 1 e; ' : ~ ,
THE SILT faYE, GROSS' aEGT10N w*^"~"`""". PLAri VIEW I r
b" M1HIMUPI co+reR C1 OVA 91GRT' STAM?ARD T-SEGTtON y y r h
(y ANCHOR SKIRT As OIRQC,TED ~ ~ ~ ; HARDWARE CLOTH
BY 13kiDEER " IIUII Illlll IIUII G_TIN~ ~ILT~ INLET PRIJTEGTk7N
FILTER 5EGT1tAl'A-A' FI,~RIG ~ FABRIC
SECTION 'A"A' / ~ ' * ~ t7 t7 ~
~T~N.~7,~i~~ T~Mp~i~,Y ST~N~~1~~ ~If~~ I~.L~T ~
~l~~f' D~'~IN F'fi~C~T~GTIO~N ~~LYW~CII~ ~ STUN~~ ~
EFFECTIVE: 01l31A>B EF'PECTTVE:01/31/OS EFFECTIVE: Dit31 EFFECTIVE: 01 EFFECTIVE: 91(31108 EFFECTIVE: 91131168
S
r roc i? rrawit ra O~cct[o er x oa~aa+
SIiOULDER W PI
mEE aR~cawx ~ 1 g" ~ \ ~ f~ qp rqT EMTPR w. n-+n a. , ~ ~ u
ff 'y /

a~ ~ ~
waac m apnawr. \ ~ - raaac saaaM oar aururaac ruwo lrrr~) avw~- m'~iait aiaoaw+ W
:I 5F~ PLANS y( raraMnavOarMrtR~1 ~ ~ ~r}" ;~'r:;~;a'fai;; s MIN. ~ FOR LENGTH ~ y p,..~.4P~RTY JW1~~ A1ND ~ ~~b'° ~
aPPLIG,~NT: , ~ ~ ~~9 m ~ ~ Np'TEI pl VEk,SI ON pl TGH TO BE LAI p 3' MIN, ~ SHILOH MORRISVILLE, LLG AL
a - I ~ ~~.W o r i PRC~h1 TOE OF FIL4 SLpPE, 8530 GOLONNApE BLVD., SUITE 600 26 ~
5 names: TNER PAOlLCAON,un T ' ariews ~a m as wrc a aaass rra~crsarr wmaw o N Il1IBtl n K r rear+wrw arxer aaac+va lvMlO wt te'rrUll SAN ANTONIO, TX "18230-220q : ~ ' Ca
oc IqT ~atEa ~ spn rivet ae nrtaa rr aa'ra>rw Marx~u 'e 1 {:~:L~.s,::{~: ry;a 4 Loan 1raYrr or0 a+utN xiat aA04'CaOr rr0 ad' M a+bna xaaavna. iv:.:}, :::ac:.°:...:,:r.:-, ~ PH, 210.641,8457 FAX, 210.641,8463 ~9 ~ ~ J
wn not raatemr ~wua rya nbo alu w p~aame rrprOf ro uar arw o[ rW'ru aq~ECap/ ra[r i 'tlN.' Y 4nrcx asp aaea. m rota roan un rwc W NI I AI AR NG S GN DET L w~rnar xixrrrexataar raa nriaupiprrauunor r rraa.+ ~
~ rmaawt zaa wr r a[vNNEa arann anecx rar£wapq oawarwarrauao a rtnw mo ooeaaaa rlAa r aCN ArFAMf Bp 6r 6raM m[f iAEPECilOa AIO dN OM GWrA gaNrAi41E ~IL.I.,. Jl~...~1-'~ ~~DT~VTICJIY ~~TI II.J~ ~~~(((t(riIIN1~j1,r
1. PREPARE SOIL BEFORE INSfAWNG BLAHKETS, IMX3I.UORIG ANY NECESSARY APPUCATgN OF tJME, FERTILIZER, AND SEED. Town off Marrisville I^
2. BEaN AT THE TOP OF THE SLOPE BY ANCHORING THE BWPKET IN A ai` DEEP X B' WDE TRENTSf WIFH APPROXIMATELY 12" OF RIP-RAP; 5EE FLIW5 FOR 512E i. PLAGL° FENGL A7 6RADINS/CLEARIN6 LIMIT LINE. BLANKET EXPENDED BEYOND THE Up-SLDpE PORTION DF THE T1NTtd1, ANCHOR THE BLANKET WCT11 A ROW OF STAFI,ES/5TAKES Al'D DEPTH APPROVED FOR CON5TRUi:TION U
APPROlUMA1fLY 12' APART IN THE BOTTOM OF TFE TRENCH. KF1LL AND COMPAOT THE TRENCIi AFTER STAPLING. APPLY SEED TG 2, Ar TLE START ~ ERADIN6 INVGLVlNS rFE Lp.FI¢IAEi Ct: ncI5nN5 fiRADE Al~taaO A TREE OR STIPPINb CDMPACTfO SOIL AND FDLD RfMAIHING 12' PORTION OF BLANKET BACK OVER SEED AND GOMPACTEO SOIL SECURE BLANKET avER CF TOPSOiI, A CLEAN. SLPARP, VER1'IGAL GUT SHALL EE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE COMPACTFIT SOIL WPN# A ROW OF STARLLa/STAKES SPACED APPI'~XIMAIELY 12' APART /GROSS THE WIDTH OF THE BIANKET. ~ ~'~T
SAME TIPS AS OTHER EROSI DN GONTRaX. P6h9URE9 ARE IN9TM.LED. N~ F~ 'TREE PROTECTION ONLY ~J7 STONE TD THE Tim FROTEGTION PENGIPI6 SHALL ~ INSTALLED ON TIE 41 DE OF THE OJT FARTPEST WD1~FR~1 D, ROU. THE BLANKETS (A.) DOWN OR (D.) HORIZONFALLY ACPtOSS THE SLOP[. OWyI(Ef5 WIU. UNROU. WITH APPROPRATE SIDE AGAINST Signature: .,"Q Date: g p t i
TIE TREE TRIlPK RAID 9lIALL REMAIN IN PLACE UNTIL ALL GON5TR;1GTIaJN IN THE VICINITY OF TFE TIC 'tl8 SOIL SURFACE. ALL BUNKEPS MUST BE SECURELY FASTENED TO SOIL SURFACE H1' PUCING STAPLES/STAKES IN APPROPRIATE SPREAD ALONE TOP I S GOPPLETE, NO STORASE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESSPASSIN6 SHAt.I. fE ALLOM~ LtlCA'TiQNS AS PER MANUFACNRES RECOMMENDATION. AND CREATE LEVEL 24° GONTRAGTOR SHALL BE RESPONSIBLI: FOR Town of Morrisville, To Engineer pace/Initials
WIIHIN THI= 8QINDART' CF TLE PRDTEGTED AREA I2a 4, THE ETIGES OF PARALLEL BLANKETS MUST BE STAPLED WITH AIaPRDXIMATEIY 4"-fi` OVERLAP DEPENDING ON BLANKET TYPE, i0 OUTLET ON RIP-RAP ~ ENSURE PROPER SEAM A4NMfNT, PUCE THE EDGE OF THE OVERLAPPING BLANKET (BLANXEf BEING INSTALLED ON TOP) EVEN WITH BERM OUTLET THE L0GAT10N OF ALL. EXISTING UTILITIES
THE SEAM STITCH ON THE PREVIOUSLY aJSTALLEO BLANKET. 5. CONSECUTIVE BLANKETS SPLIGFA DOWN THE SLOPE MUST BE PLACED END DYER END (SWINGES STYLE) WflN AN APF72D>(IMATE 3" PRIOR TO BEGINNING OF ANY EXCAVATION. Engineering: )=XISTING UTIUTII=S ~aFfOWN HEREON ARE Planning: ~ ~I {
OVERLAP, STAPLE THROUGH OVERLAPPEA AREA, APPROXIMATELY 12° APART AptOSS ENERE BUNKEi WIDTH. a APPROXIMATE AND ALL ARE NOT SHOWN, Other{specify}:
8. PLACE STAPIESfSfAKES PER MMUFACTURER RECOMMENDATION FOR THE APPROPRIATE SLOPE DEING APPk,ED, MN2AFI I40 FILTER FABRIC
T Notes:
L IN LOOSE SOIL CONDRiONS, 1HE USE OF STAPLP OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TD PROPERLY SECURE b" Dom' NGDOT #5l STONE THE eLANKErs. FILTER BLANKET NOTE: Signature: Date:
2. FOIL.OW fROSICN CONTROL TfCWNOLOGY COUNCIL SPECIFICATION FQR PROpUCT SELECRON. AL.L GONSTRUGTION AND MATERIALS TO BE IN Z STRICT ACCORDANCE WITH THE ACCEPTED POLICIES Town of Cary Utilities, Water and Sewer
OF THE TOWN OF MORRISVILLE, AND UNLESS
~ I I~_I~ b,~ ~I I Il~lr.~~ ~a~~l i.~,r.... ~r , a n...i .i.. r'"'"'--....~_ -a.~.. r..-_..-s 6-...,.-~..r.J 1n~nl eC_!t rM-/.a . '1n Lam.... ~.r~... 4..
i 1..%.00'1 i vv~... 5h't::GII'IIrU, ULt°LK-0 I U I Htr NUK I H (.,/'\KUL-1NH I1Ct' I. tngrneenng rnsper:aun;ervrces rnUbL [fe WnLdIUCU ta171 49-P-07V I dk a iiwninuni e4IJVUI a N1IVI W
NOT TO SCALE RSMI ALL SWNON COMM MAM6 PER 6WRENT MAKFACAMS IN5TWT10%, DIREGTION5, AND DETAIL5. OF TRAN5FORTATION (NGDOT) STANDARDS, the commencement of any construction activities. 34 6o
5F'EOIFIGATION5, t DETAILS. I--
GON5TRUGT10N PLAN SUBMITTAL SCALE: N/A f REV 15 1 ONS-
f VI W COMMENIS 07-21-10
f PRIEST,CR-AV-EN- &ASSOCIATES, NC. ' REVIEW COMMENTS 10-15-10 I REV I EW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS 1 LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
SH I LOH CRO551 NG mm FHA5E 2 ER050% I CAB C .0. NTROL DETA I LS 32
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Pbone 9191781-0300. Fax 919 / 782-1288. Email [e-mail] 1 Firm C-0488
F DATE: MAY 4, 2010 f SPONSORED BY: SHI LOH MORRI SVI LLE, LLG PROJECT LOCATION: N10RR1 SVI LLB, KC. PROJECT: 2009-009.001 RELEASED FOR CONSTRUCTION
R:V AND PROJEC75\ O HER512G09-4OQ.G0' SHI O GROSSING - MORRI5VILlE\DWuACONSTR L71pN1A N SUBMITTA l 32-ERYI0N N0°ES 7ETAIL5.fWG, Jan O6, 2011 - 9:36 FM, C RE;

~H I LDH G~ZU551 NG GC7Mh°i~RG i ~L. D ~LUPM~NT
~20~1~W,~Y ti~~IGN ~ARIAt GE
bGrrimrwDe~pfkitenp! ~ra~SatHsalsvmd•, ;pcop'osed'Caaneetoridoed', ,..c
r d.. '~111li11'~•. ~ri~i~~...; ~):~~.:..'~`~irrp " .>P rs->~a.~,'uv. d,, ~~4.' ~ ..lm "tit. .~.}s..~y. R.•r. .,,y.5,. s ~°'~S{'`«i`N•i~~.sM i'!1"° :any"•7?3"'4t. ;:.Wk. ~'hd~
J~l.~ "pY~YPa°p~' Nae-RsaidsntHl afar Laca[Aitm-Resideat~,l Laal~`ida~sudseha GONTRAGTOR SHALL ~E RESPONSIBLE FOR ~ AND
A~nisvi~e'sOrdtnsnce ALL GONSTRUGTION AND MATERIALS TO BE IN ' ofw 65' aoi~r~ NiA• ' NIA- vme STRIGT AGG012DANGE WITH THE AGGEPTED POLIGIE a TO BE IN ALL TOWN OF GARY UTILITY GONSTRUGTION THE LOCATION QF ALL EXISTING UTILITIES ~PPLIGANT: 'TED POLICIES SHALL ESE PERFORMED IN ACCORDANCE WITH pR10R TO BEGINNING OF ANY EXCAVATION, SHILOH MORRISVILLE, LLG
~~•-76' +~rax ss' ~ OF THE TOWN OE MORRISVILLE, AND UNLESS ID UNLESS TOWN OF GARY STANDARD 5PEGIFIGATIONS 8830 COLONNADE BLYD., SUITE 600
a 3ompdz vs?~nca 30m h Yati~eel ~ ~ 11=11=D D~ER~ TO 7HE NORTH CAROLINA DEPT Fo~dS 25 vattar~e 25m 25m' ve~nrtcel PEG , EXISTING UTILITIES SHOWN HEREON ARE aOLINA DEPT. AND DETAILS IN E1=F);GT AT THE TIME OF APPROXIMATE AND ALL ARE NOT SHOWN. 5AN ANTONIO, TX "78230-220q
~4~ro.~~1 r~~to.~s~i 11~~1a;r~n~cr~I OF TRANSPORTATION {NGDOT) STANDARDS, kNDARDS, CONSTRUCTION PH.210.641.848~f FAX.210.b41.S463
Yaticaf(~dse at? meemmd ~1 SPEGIFIGATIONS, ~ DETAILS. S S Distanos 200" ms~soadinsace} 2UD' ~ 200' >nsGtae 5.
~~ve 19.~r,~.~ 19~~Isss t9~zest,37~g
; S~a~. Alas~lCrown~SdwaY-No t~lcmoafCmt+m.Raadw~r-Na Nortr~tCravunRnsdsray-hla ao ~0 20 o ao i2o
~ I avation 1 Sn varlmtoa
T 100' mamatdlaanctl tW'(laedaordmsaer lU0' orc6asace MiairmmHo~COnlalRedine 250' vaaen~zl 1 Z~!" ,
Min, l.en of Gluve 150' meat ordinanoe 120' meets ordinance ' GRAPNIG SCALE
Glnb Return Radius 20' meets ordinan a 20' 'meets ordinance ' Distance of Driveway om 100' (min.) from point of l OD' (min.) fmm point of 100' (min,) flrom point of M~ i"=40' M5E RET. WALL
Intersection of Ka<ned Street ene of th curb 'us tan ene of the curb tan a of the curb radius (BY OTHERS)
Intersecton Ali t 80° min, 80° min, 80° mia Distance Between Drivew 206' min, ?.DD' min, 200' nun.
ff _ L, ~ ~ i. ~y~ I IJ~~ ~ 4' FENCE ~'~TOP,, ~ l ~ ~ ( ~ ~ ~ ~ F ~ ,r,~ ------r---
~I I ~ u ,c, : ~ ~ - . ~ ~ ~Z/S'fidD. ~ , I , I i ~ ~ ` 1 i ° i ~ OF W ' y II ~ ' , ~ ~ ~ ~ ' x r l it k'., ~ , I ~ ~M r ~ ~ ~ ~g~ f l ~ , NE E BUFFER ~r ~ ~ ~ ~ ~ ~ OF WALL ( ,,P) ~ ~ , 'X J , ~ i ~ ~ Q ~ ~ f=, ~ ~ I 1 i ~
1 ~ l li ~ 4~ ~Q~ ~ ~ ~ i it , ~ i~ Il `l~.i.' ~ HYDRANT ~ L , ,a~ I ( ~ ~ i ~ , I
~ 1 4 ~ ~ ~ _ ~ . ~ 1, ~ ~ L.rbt ! ~ } % WITTH IO X2 T.D,d. ~ ~ ' V . .-'WID ~`T.D E , ' ~I l ~ m ~u ~ . _ i, ~ t X ~-1 CD , , . ~v F ~ ~ W~ ND~S N~~'T~f ~ ;r, ` ~ ~ ~ t ~ ~ ~ ~ - ~ ` TLA TN ~ I ~ r _ ~ ~ ' ~ ~ ~ 5 D FJ~E I P~ IF-{ ~
~ ~ UTILI TY P,I LINE .u _ i ~ ~ ~ ~ ~ ~`~~~HYDi~A`NT"~A55EM~L,Y ~ I~. I ' '
I' i ~I . ESMT. {TYP.) ,';:ti ~ ~ ~ ~ , ~ - 1 - , i ti I PIPE '(NE EMT, ~ ~ ~ . ~ ~ ~ . , , ~ ~ ~ ~ ~ WITH I~'x2a' T.o,G. I ,I ; ~
ti _._~~~T ~ (Q urlur>'' AND PIPE INE ~ ~ ~ ~ ~ I wIDTH;T.o.G,'~
1 l ~ ~ ~ , ~ - a. ~ Gqt~~:~ , ~ ~ ~BGV ~ A ~ , ~ ~ - ~ YP.) U I ~I~Y ANb ~ ~ r ~ , i0 ~ ~ ~ ` ~ ~ U~RDRA~fL ~~YP ESMT f "
i , ~i~ - ~l ~ ~ ~ ~10+ ~ " i ~ ` ~ i ~ I ~ ~ ~ T ~ ~ ~b ~ i ~ INE`"ESMy,, ~ , 10 ~ t ~ " ;i ' DRAINAGE _~~-STAMPED ~ I`'`~~ ~ ~ -i+82,85
~ ~ WL~STU.B I;, ~ ~ 1 ~ ~ ~ SEE. O.G. l~T;,O O:t~S i, '~Il G b ~ i. t u u , ~ ~ ~ ~'1% X T 1 ~ . . " ~ ~ _ ~ ~ ~ EASEMENT GONG, - _ _ r ~ ~ ~ T - i . ,
120 T. .G. U i~. P~....T~C~"~ ; ~ ~ f,~; I i e, ,4~ 4 ~ 1 , . v. , _ u i ~ ~ _ ~i ' ---I ul WAST7~_..2~.0. AS,S . ~ ~ y~7B t ~ , N,. ~ `Z~ I , ~ ~ j; ~ ~ Y~ RDSS K ' I GF fG~' ~ I
i , ~ A K ~ , T .S l I~l t ~ r ~ ' ~„k: T.ff.G ~ DET. D0.1I ~ ; ~ , ~ i T / 'I ,X ~
,;i ~ ~ ll ~ i ~ T.O,G. RAT.-8 i / DH ~ - 2 .q.G,,~~TIL. ~'1~5 ~ ,1 l y ` e, ~r ~ Y~ ~ K~ 111, ~ r _ , if
i . 1~ ~ - ~ i ~ ~ ~ ~ ' t \ I I~ < < , ' 1 1 I~ W .y„ _
I - ~ 1 i t t ` < . y . ~ : ~ i ~ i _ ~ ~ 1 N ~1 ~ - ~ ' ~ i _ ~ ~ ~ w~ I -
' BUL DRIB ~ 1 i _ . ,
lF i I _ ~ . 1 ' ~ ~ ~ r -lf' 1i a' 1 y ~ ' - ~ 5 ~ I~ i ~ ~ ~ _ BAG r i ~ f ~~Y~ ' ~ ~ M,. ~ ~ ` ~ ~ , , ~ _ QI~ ! c~ ji • ~i~~ STUB ' ~
~ I , ~ - - i~~ow~R HI o~+~wAr - r - , ` . ~ r i ' t~i` 1 aI` \'``,C. _ - ~ _ ~ ~ ~ d . > \`i• xy •^4 _ ~j~ / ~ t • ` ~l. t. i ~ l~ i ~ " ,1 ' ` 1~,~0 ~ ~ ~1 N I ~ ~ i WII 'X8" TEf
~ ~ ~ L1- ; r ; _ _ ~ ~ W ; ~V~2P ;,h`~ ~ ` ~ ~ ~ ' .H ~ G D~TA 600
_ . ~ '~j ~ _ ~ ' f - REMO - - ~ , y ~ ~ , 1~ I ~T~E n ~ 1- F A#~ AV~1UE ` ' i ~ , ~~1005 ~ , ~ ~ ~ ~ 0 0.11 1
t' i~ NI ~ " r i"i=>~`. i ~ ro' it ~ \ it ~ > ~ ~ ~ t ~x~ ~ B.D. A ~ ,T~ -~aC?~i f ~ ;1~~ i r • ~r {I) ~V C; _ ~ i r,rt r ~ ~ - a r T ~ ~ ' ~ ~ 1`-'r r. ~ ~ ~ ~ T.O.G.~UTIL. 'E`l7 T. Q M I + ~ `
t ~ ~ - 9i r 1~ 3 III ~ t _ ' N R _ _ ~ j+,^ I : - 't°yT ;R~UNA-BOUT ~ ' " ~ A.~Q" J = 4 ~ , ~ ~ ...???iii
i r N _ ~ 11~
1, ~ ~ I la ~~i: ! ~ ~ _ l~ ©THir{Z5~ ~ _ _ ~
1 - r" ~R,OJGJWALK / ;C~ ' ~ ~ 1 ~ !r " ~ ~ PRIVATE SHARED ~ ~~a, rI ~ ~ ! t -
- ESMT. , , I , ~11~ , s ,SST ~ G _ - _ ~ ~ ~ ~ ~ ~ ~ , 1~ . - - ~ ~ ~ ~ # 1.03 ~ ~ ~ ~ ~ ` ~ _ Ili ~~i
J ~ ~ ~ ~i, ~ ~ F _ _ ,
4~ ~ ~ 4i ~ ,i~1 l , i i ~ X.,. ~ a ~ STUB ~ ~ ~TND. ~ ~ ~ w~1 Q. ~ u - ~ , ~ i 1 ~ i . 3 ,42 n n '10 T.O.G. Ul"ILITY ~ ~ II tN I i u w ~ , a r ~ ~ _ .
~I < AND PIP ~ I T -I' HYDII~AN ASE ; r i ~ , 1 r ~ / t u ~ ~ ~ ° ' ~ i , I~~ a I ~ ~ I GVv 8 GV + ~ ~ ~ ~ v ~ ,i, - - ~ DEL ~ AVE ~ ~uB ' ~ ' ~ ~ ~ 1 ~ ~ ~ ..END ~u~R AIL- (TY~' ~ SSA - ~ ~ ~,'S ! ,
~ ~ ~ t. i ( WITH I~ X20 T.~' V A i ) ~1'~ ~ ~ ~ STIR; B.0. A55Y. I ~ ~i : i ,~T` +D .0 i ~ ii S DIVE ! W/ ~ ~ ~ ; ~ ~ .7 r STf~~ ` .+BT'16 0 5 l ~ . , wL Tu
, ~ : I ; r UTILITY AND' PIPE INE , ~ ~ ~ , , . _ _..SEE_`f,Q.G.17ET,_ 0600D.11 i ~ ± i 1 ' ; , ~ . a ~ ~ : ~ ~ ~ I LOWER HILC~f~AY ~~'P 2..X8.. . f ~ ~ ~ ~ ~ I E _ ~ / ~ ~ i U'. Y
i ~ r. 20 T.O.G. UTI r=~MT. ES {TYP.~ i ~ I • ~i ~ ~ L. ; ~ ~ i ~ ~ t i ~ ~AT H S TE h~lE ; Y ~ , I ~ ' ' ~ % r / ~ ~ i WISTD. 2~~ 8.0. A55Y. ..r,, . ,I,l~I'1~~~~
- - - - t EXST. PROFILE f ~ , X EX5T. GRND. ELEV. {RT. ACCESS ESMT.) SEE T,O.G. D)=T. 06000.11
~ PROP. f~. PVMT. ELEV. 0 ± EXST. GRND. ELEV. {LT. ACCESS ESMT.) 2O' T.O.G. UTIL. ESMT, .-...~.,_~..~...v._._ , n.. _ .~_w.. ~,.w~.....____.._.. i
i.~ i -~...._V,. ...~f.~.k___.. _~_v.._.~._..... - ..~...,~,m~.~....~.....~.........~ .w~.,..... ...Mw.~_.~,.~..~..~,.,_. ~r~.~..x.... _
~ _ i t 6 _~rv__.-~_--____~-__-~_. _ - ~ ~ _ 1
~ w_.______~_ i i ~ _m___~____v_______-~
I i ~ i ~ _ t _
! ' ' ~ ~ I , - ~~__..__~___-__-___.__~.__w___~__.~___.._ _
- - m.._..-.~.. ~I i ~ ~H GM P01 5TA 12+I`l. 3
..__....,_.....~w.~~ri_. ~ ~ ..m_ ..m_ r..__..~,. _ _ w ~
I PVI EV = 78.21 ~ L' ____._.e_ ~ LOW P INT EL V = 3 4,44 I ~ E _ ! ~ ~ _ _i _ ~ ,
' - O i I G, V ,_.ri,__ _ _ ' I STA = 2+21.4 ~ ~ ~ I__ ~ _ - ~ - - _ _.___..__M~~ w.. i
A.D, = 2,15 I .~_C ~._____rt....._____.__._ _ . _ m
_.-____m_ _ _ _ - .r- ~ I
~ _M._... Q N _ . _ ._.,._m _ I10' G t~. ' ~ ~ _ ~ ~ N ..~.m_.._____ ~ ~ ~
~ ~ ......w. w w.„.~__ P _ _ _
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I . ~ ~ i + TNAGE ~ ~ ~
~ ~ ~ i hl ~ - N lU __~w_ ____r__. -C~~- - - .ER... _ _ _ . _ . ~ .__m_.._._ ~ d. ` . _ _
~ } } i I AND T', PRE NT AN tL
---~-------t--------I AONC7i ~_OF~_ - X12... w.........
ry u~ ~ o __.__.e_m_.~~___~..~~. _ ~ _ ...w. ..I.._......._.__..,__..__._~. ,.w_.w~.. _ ~ ~ ~ _ ~ ~...~...A-~ ~ ~
_ _ _ w ~ d' ~ pry pN TO ~ AINTAI, MINIM M _ , ~ ' ? _ _ . ( i_____,_....____ .
~-+r ~m ' I GRAD ~~J ~ I m ~ _ , _ m - ~ _T~ ~ _ . _ _ _ _ _ _
C ~ AN>a TO PR VENT NY 0
_ ~ ~ _ _ _ . _ _m . ~ ~ , r ~ I ~ z ~
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W 1
u u ~ ~ ~ ~ " - ; 48 M N. 8 XS .TEE ; A i __.w_. _ .....y,__~_. . ~ . _ ..__.._.._r..__ , _ M ~ ~ I . ~ U
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{U I2 G.V. a.....~-~ . j ~ _ _ _ _ _____~-.~-8 . Town of Morrisville L
fi --~4 _u _ . _ . _ _ _ ~ . I _ APPROVED fOR CONSTRUCTION r - v
I BRAN H I ~ mm ~ ~ ' ..........~......~.._m_.n~.n~.~. ~ _ ~__~~I__...._~_. _ ___._.V.~_._._~. ~,.~...~.m.~.~....~.~... ~_.~...m.~ ~.s.___ ._.~_._.r ~ !
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' ~i, I I I 36" RGP ~ - ~ - m i Town of Mon•isville, n En meet Date/Initials i
I _.r ~ _ _ _ _ y.m_ - _ - _ . . Y~? lG ~ ~ Engineering: §
_ ~ - ~ 0 . _ _ _ ' . _ _ _ ~ m - ~ _ _ _ ~ i 0 _.._m RARE INE ~ I Plann
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: - _ - - - - - - - - ~ Signature: Date:
1 i ~ ~ Town of Cary Utilities, Water and Sewer s _ ~
- I _..r I __+_'y_~'~_y_ _ . _ - - Engineering Inspection Services must be contacted (919j 463-6907 at a minimum 24 hours priorto
~ 1 I ~ i Tl~' 1 El'~'"1~F ~ ~ ~ ~ tha cnmmenrement of anv rnnstruction activities. . _ ' ~
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REV 151 ONS:
GONSTRUGTION PLAN SUBMITTAL HaRI Z. I" =40 5CALE; VERT, l" =4' REVIEW COMMENTS 0721 10 RACE AsSOCIATES INC.
AVE. BULLETS OR. t BELSTAR SHILOH CROSSING PHASE 2 DATE: MAY 4, 2010 REVIEW COMMENTS ,-,5-,, P1UESTN Y RE
VIEW COMMENTS 0 I-04-II ~ ~
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2009-009. 001 PLAN AND PROFILE SPONSORED BY: SHI LOH MORRI SVI LLE, LLG PROJECT LOCATION MORRI SVI LLE, N. G, 3803 - B Computer Drive, Suite 104 Raleigh, N,C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288, Email [e-mail] / Firm C-0488
F \LAND PR0JECT5\X0THER5\2X9-0Q9.001 5HILOH 1RC55IN& - MDRRISVILLE\DW-\6al5TRUCTIGN\4TH 5UBMITIAL\ 33-ENTRANCE ROAD-PPI-40.DWG , J n 06, 2011 - 3:36 PM , GREG R' LERSE0 FOR CONSTRUCT ION

. SHIL0H G~ZC1551NG ~GOMM~i~GIAL 1l~L0PMENT rPMENT PROP~Rr~ DV~IZ ANt7
~ m _ - ~ . ; . , , - . . _ _ . , . ~ ~'O~C?,WAtY D~51GN VARI A G~ GONTRAGTOR SHALL 33E RESPONSIBLE FOR ALL GON5TRUGTION AND MATERIALS TO BE IN AP~'LIGAN7: THE LOCATION OF ALL EXISTING UTILITIES
Cannedoriioa~',•'~ r, 7 w , 94iaimam . at$~1o6 sautevara•. ~ • . F ,y ~A, - y ,...r i~".. V - - :.r"'"., ~~p.~ _ •;•u; ^ii.?6~.°••f"~; a'S '"pf:~~ .,•?n i, "t4w :rt~'Y"-,`,""~~+..w STRICT ACCORDANCE WITH THE ACCEPTED POLICIES PRIOR TO BEGINNING OF ANY EXCAVATION. aHILOH MORRISVILLE, LLG
~ ~ ~ ~ °"^c ~ 6 .i :~.a• ri"., ,•itd$' R`~A" .~`81.~ i7ge,~>;K OF THE TOWN OF MORRISVILLE, AND UNLE5S Q830 COLONNADE BLVD., 5UITE 600 EXISTING UTILITIES SHOWN HEREON ARE
. , k ~ r ~ , ' . r;=- , : " ' f fAS'~ ~ Tac"~ ~ " ~ppc" tmr Na?tiResidmdal Caec~or Lai ]~(ou-~esidaatl~t Lacsl N'ouatis~l • / ,r, . ~ r ~1• y-~, .r fiLA1~7 Mo~es(lydtnapcc ~r~i SPECIFIED, DEI=ERS TO THE NORTH GARO)_INA DEPT. APPROXIMATE AND ALL ARE NOT SHOWN. SAN ANTONIO, TX 78230-220q
• ~ . ~ d .abDl,~J GE ~ tofW 65' axeCrdrdiueao¢ NfA~ N!A- OF TRANSPORTATION (NGDOT) STANDARDS, PH. 210.641.848 FAX. 210.641.863 SPEGIFIGATIONS, ~ DETAILS.
r . ~ k,rt' I' 1 ~ _ ~ 3 • ~ ,u. ~Y1(~dd1 32'^ Ya{1aaaC ~8' Y9p91t0t1 2$' Oa ~Il' Y9It01CC) ~ , ,v w " ~ y' 3 p S 30mp6 v~tie~ 3o- h var~nce~ 30 1
gel NQ•~; 80 40 20 0 40 120
~ \~~~~,A\ ~ • >~GF~E P+~aIS 7S ~ vat ~,5mph 7Sm' varieacel r r i' f, RISE 1 ~ 1 ~ ~ ~ ~ ~ ~ , ~ ~ laGeoomaar autJ b~iaiawa, 893 (bf~:1 QTB6 (tv6~¢1 tt96 (Mazf o.73h (ldidl l t°~ (Max} o,7Y {i4~p1 y ~ l r r f, i #1000 ~ ~ ~ ,~-M ~G~ ALL TOWN OF GARY UTILITY CONSTRUCTION
~ 1 ~+i; ~ ~ ! ~ ~ y'altas atdiaaGCe1 gnEaanae ordintaxxl EA EMEN~° , , ~ ~ ~ ~ _ ~ ! ~ , ~ r ~ 5 1~isleaoe 200' mexCa n1 2p0' adut~x 200' one o SHALL BE PERFORMED IN ACCORDANCE WITH
i , ' ~ ~ . s ~ ~ ~ EC~R'~M t,~ 8'x12' INCREASER ~ ~ 1 y 19,x?-~ zr,~7 ,1111, ~~,9 ~ ~ 1 ;W `Y ry~~` 7 ~ ' 3 TOWN OF GARY STANDARD SPEGIFIGATIONS GRAI'HIG `GALE
~ - ~ ~ ~ I 1 A , ~ ~ ,.'may ti~ A~~ .A` Is- tdk ~ ~ Roadway Y Y S au. -No ~1at~lCrownRoadxa -Na NaaaaltkaxmRaadwa -No- AND DETAILS IN EFFECT AT THE TIME OF I" = 40'
; VAR• WIDTH T.O.G. .,y ovation 'a~W varra~ ' t~ ~ ~ ~ ~ .``b, - rte; ~1~` p~ ~ ~ CONSTRUCTION ` -'~VRi,,
O BECyIN G R ION, 1~ ~ ~~TILITY AND EXISTING ~ . ~ ~ T too' mx~ardinaalcel 10o tmectsadiml lorr atdinaa~
~ PHAs.~•E 2' ~ ~?ELINE ESMT• RET. WALL W/4 ~ ~xo~~R zso > ago ~ ~ / , / ~ , ; ~ Min. Len of Curve 150 meets onlluance 120 meets ordinance 12D meet or » 6~ S .FIRE ' ~ ~ ~ ~
/i t, ~ PENCE (PHASE I) Cur Retum 'us 20' meets ordinance 20' meets ar 'ante 2d meek or maace ! ~ 'e ~ ; ' '"°y TtietanceofDrivewa from 0 min. &em oi~nof 100' min. from oimof f+YDR NT n~o nt of i ASSE L'P ` WI TH I 5.~ ..STUB ~ ~ ; \ _ ~ ~ ~ + .00 L.F. _ = _
~ , i , , .1 ! A ~ VRP ~ ~ ~ y 100 (nnn,) &mn pomt of 1 ty ( ) P ( ) P ~ ~ ~ , , , ~ , , ! , ~ , ~ , , _ Intersecgon ofNamed Street tan eo-c of the curb radius Gan one of tEre curb radius tan en of the curb ' s ~urh ' s r 10'X2 7.O.G. I.P, ~ +1,169'0 ~ ~ ~ ~ p E 5: - _ w---~-.__~-.---~
RE OVE X~ ~ ~ ~ #10 ~ ~ '~'i q o ! ~ ~ ~ _ n j / ~ ~6~, intersectianAli nt S(1 min, 80 min. 81t° min, B. AND TIE I ! , 1 ~A A ` , ' RG ~ _ . I}istance 6etwcen Chive 200' min, Zof~ mio, 200' min. ~I 8" WLST B ~ UTILI ;`AND 1~ IN, ' ~ .0~~ ~ Y. /~~'y ~ -
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WHE MIN. 5 PARR ION to _ to _ _ _ - _.___,_.m _ _ GANN T BE AINTAI D~ - ~ m mm ~ (I) ,V. 0 209. 5 _ M APPROVED FOR CONSTRUCTION ~ rr,, _ U _ ~ GP I
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= = ~ ~ TA. I"I+ I b3 _ u-- ____z- z _ - ~ ~ ~ Town of Cary Utilities, Water and Sewer ~ Z . _ z ~ _ MJ --SEP - T10A1 ANNOT E~ _
I IN. SE ARATI N GAN T BE PARR IDN _ MAINTAINS) ~ ~ ~ , . I ~ ~ ~ ~ - - - - - ~ - - Engineering Inspection Services must be contacted X919) 463-6907 at a minimum 24 hours prior to ~
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HOPI Z. 1 ° = _~40 REV 1510145: REVI W COMMENTS 07-21-10 PRIEST,CRAvEN REVIEW OM T I o- 15- 10 &AsSOCIATES,INC.
CONSTRUCTION FLAN SUBMITTAL SCALE.- VERT. I
PHASE 2 DATE. MAY 4, 2010 REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS l LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
SH I LOH CRO551 NO 3803 - B Computer Drive, Suite 104 Raleigh, N.C 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email PCAAPriestCraven.com / Firm C•0488
PROJECT. 2009-009, 001 SPONSORED BY, SHILOH MORRISVILLE, LLC PROJECT LOCATION: MORRISViLLE, N.C = PLAN AND PROF ILE
P:ALAND PR0JECT5\X07HER5\2G)N-XG 001 51111-011 CR0551% - MORR15VILLcADkC-\CONSTRUCT1gJ14TH SUBMITTAL\ 34-L0WER-SHIL0H-PPf-4D,I>* , Jan Ob, 2011 - 3:35 PM . WE& RELEASED FOR CONSTRUCTION

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q&30 COLONNADE BLVD., SUITE 600
SAN ANTONIO, TX -15230-220q
PH. 210.641.848-1 FAX. 210,641.54693
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3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm 4: C-0488
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3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm 4: C-0488
REVIEWCOMMENTS 0DATE:
MAY 4, 2010
COMMENTS I
I EW COMMENTS 01-04-11
PROJECT: 2009-009,001
F Al AND PRO I FU%XOT-1FR% 2",-(X)q. 001 9-11 LOH CROSSING - MWR I 5V I I I F1 MjIXONSTPJGT I CN\Ajfl SUNJ I TT 4,L\ 57 -STORM -PPI -40.:)16 . Jan Ob. 2011 - 4:55 PM, GREG
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ALL TOWN OF GARY UTILITY CONSTRUCTION
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AND DETAILS IN EFFECT AT THE TIME OF
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ALL GONSTRUGTION AND MATERIALS TO BE IN
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OF TRANSPORTATION (NGDOT) STANPARDS,
5PEGIFIGATIONS, 4 DETAILS.
APPLICANT:
SHILOH MORRISVILLE, LLC
la3O COLONNADE BLVD., SUITE b00
SAN ANTONIO TX 78230-220a
PH, 210.641.5487 FAX. [phone]
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ALL GONSTRUGTION AND MATERIALS TO BE IN
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OF TRANSPORTATION (NGDOT) STANPARDS,
5PEGIFIGATIONS, 4 DETAILS.
APPLICANT:
SHILOH MORRISVILLE, LLC
la3O COLONNADE BLVD., SUITE b00
SAN ANTONIO TX 78230-220a
PH, 210.641.5487 FAX. [phone]
GRAPHIC SCALE
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3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300, Fax [phone]. Email PCA@J-'tiegtCraven.com PriestCraven.com / Firm #: C-0488
REVIEW COMMENTS 07-2 I - I 0
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ALL GONSTRUGTION AND MATERIALS TO BE IN
STRICT ACCORDANCE NI TH THE AGGEPTED POLICIES
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SPECIFIED, DEFER5 TO THE NORTH CAROLINA DEPT.
OF TRANSPORTATION (NGDOT) STANPARDS,
5PEGIFIGATIONS, 4 DETAILS.
APPLICANT:
SHILOH MORRISVILLE, LLC
la3O COLONNADE BLVD., SUITE b00
SAN ANTONIO TX 78230-220a
PH, 210.641.5487 FAX. [phone]
GRAPHIC SCALE
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3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300, Fax [phone]. Email PCA@J-'tiegtCraven.com PriestCraven.com / Firm #: C-0488
REVIEW COMMENTS 07-2 I - I 0
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3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300, Fax [phone]. Email PCA@J-'tiegtCraven.com PriestCraven.com / Firm #: C-0488
REVIEW COMMENTS 07-2 I - I 0
DATE: MAY 4, 20 10
REV I EW COMMENT 0- I- I
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SHILOH MORRISVILLE, LLG
c030 GOLONNADE BLVD., SUITE 600
SAN ANTONIO TX 7&230-2206
PH. 210.(b41.0407 FAX, 210.641.0463
GRAPHIG SCALE
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' § ' TYP. / ~ ~ CUIPAI~GEL 1,83 0,1~ 1.3I ~ , MARSH ~ HIGF{~, ~ ~ 1.2`~ D.95 74.83°ia ORIFICE SEAL STANDARD
r.~ ~ '~"r,~ V ~ ~ ~ MARSH. 4 faJJTPA~C~L 1,72 0.34 1.29 ~ ,i ~ ~ ~ ~ ~ ~ ~ ~ ~ r - ~ , 2, 7 0,33 1,43 ~ ' k , ~ . - 5 CtITpAi~EL 0 1,43 I.ID 69,os9o 2 L.F. © DETAIL (SEE
~ k r , , ~ '®T ~ ~ ` ~.~L ..uw ~ / ~ ~ GUTPA~p._ 2,43 0.05 1,54 I,54 I.49 63,97°ia ~ 2.0 f'VG 360.5 q NGDOT 840.66}
; ; ~ , ~ ~ ~ LOW ' e I (TYP. ALL STEPS) I,~ 1,16 54.22`~a
Y.I. #I ~ ~k ' a, r ~ cMARSH i( 7 GUTPAI~FL 2.32 0,10 I,~ ~ ' 1 ~ .P.\ '(a ~ D.P: 8 CU A 2,01 U,16 I,18 \ ~ 1 TP ieGEL P ? ~v I,18 1.02 58.71ia
TOP: 316.0 \ ~ \ , ~ ' i h ~ ~ ~ z, a.3~ 1.12 THR: 15. ` ~ ~i ~ ~ ~ GUTPA(~EL ~ ~o ~ \ ; 1,12 0.78 47.069a ~k- ~
~ , f ~ ~ ~:J1~ ' ~ p ~ \ 10 C~.1TE°ARCEL 2,28 0.38 1,69 INV. DUT: 368.4 ~ , • 1,69 L31 74,12'ra (5) EXTERIOR STEPa 6" 5'-0" 6°
0~..~ ?C~ / NIGH, ~`,A~ k~~" ~ ~ / ~ 11 OF'ETl Gf='AGE 12.39 0,40 1,22 ~ - ~ ~ ~ ~ ~ ~ MARS O _ 1.z2 o.s2 g,sSgn A5 REQ'D FOR
~ ~ 12 ~Lb< 1~f'AIL 23.21 0.94 15,75 GJ." ~ f .1 . , HIGH MARSH d, 15,75 Id~.82 67.85go ACCESS I ~_0~~ 0 8" qIP (FLxPLAIN END}
24 R P ~ ~ E , ~ ' ~ 51DE` CAF- -q , fiOtAlrS 54.zz 3,53 2s.~ , EL.=3605 (TYPa 25.99 23.46 53,47%
. ; ; it' ~ A\ FC>REBAY 8" PLUG VALVE MIN. I/2"xl/2" WWM WRAF'PEq
; ~ . ~ SEDIh1EN EXTENDED DETENTION WETLAND E3 ~ l~ ~ , , ; a ~ ~ OF DAM EL~VJ~ nEP-~ B 35-x,5 OVER OPENING
r ~ ~ ~ ~ \ / ~ Mq~, ~ ~ ~ f~OST DEVELOPMENT DRAINAGE AREA = ~ r , ~ ~ AREA = 5.40 AG
, V.R.P- 5 gti~/ PROP05ED/EXST. IMPERVIC)U5 SURFAC `~1 ` ~ #W L ~f ~ ' ~ ; . %;t' ~ ~ ~ . /r R ~ PROP05ED/f:XST. LAWN ~ LANDSCAPE 'IOUS SURFACE - 3.63 AG 2' MIN.
_ ~ / ~ G"~ \ f - ; „ _ > , _ 1 ~!b' ~ ~ ' ~ LANDSCAPE = I.17 AG 2 LI= OF 8" qIP INVERT
_ . , _ ~1"~ ~ ~ , , , 1/ 5EE SH~EwT 44 i=OR P05T-DPVELOPM~NT DP _ A , ~ r' ` AT BOTTOM OF PONq ~ _OPMENT DRAINAGE AREAS TO THE BMP. ~ OUTLET PIPE
~ t \ ~ 12 /
_ ; r ~ , . .o .i'~ I ' . . , , ~ _ r 2'Wx2'DXI.q'H GONG.
. _ ~ . _ . , SUPPORT FOR 8" 355.6
~ _ . - : 5 R a , 6 5 ~ ~ , r ' ~ . ~ . - TOP: EhIBANKh>ENT 4Q, PLUG VALVE ~
# , , , ~ . ~ RAINA~E ESMT,~~. 365.5 I , G.I. 8 y ~ ~ ; , 3~ GRASa L NOD ~ _ , r r ~ ; ~ \ _ , ' , "DU 62.D - I SEGONDARY SPILL :ASS LINED ELEV. = 3b4. SO PRECAST MANHOLE TO BE PROVID~ ~ Q ~ ~ FILL BASE WITH I,8' of
ToP~3~~:~a. ~ ~ ; nRl Mlw. to , E, GONDARY SPILLWAY BUILT IN ONE SECTION, IF WATERY GHT
1 V "IN" 4. 1 ~ , ~ 1~-!I I L- 6 0l# ~ , _ wiMATrINU MAC I • ~ MAX GROSS LOPS ff I _ 4 MATTING MAG G350 OR ._.J I MANHOLE 15 TO BE BUILT WITH v SEAL CONCRETE TO INVERT ~PRav~D ECZUAL)'" 4 MULTIPLE RISER BARREL 353.8
`~11~": # / v Ps'. A APPROVE(] EQU I .G7( 2) ~ , .P~ ,LONGITUDINAL, ~ 15 Ip~ INV. 5~ I OUT . .6 I ~ . , _ ~
r' : `t ~ k:LEV, ! ~ b ~ ~ : , 0 T: ~ I'. i 1 ELEV. = 365, 2 SECTIONS IT SHALL HAVE a GASKET JOINTS, AND EACH a d
1 ~ > ~ ~ D Yti APi~ON'~OR ~ ~~Q , `~.a'o<,~, ~ ~SEGONDARY SPILLWAY TO BE LINED WI s ~ , . ~ A~ E TA \ 7 BE LINED WITH NAG G350 P~ TEMPaRARY AND PERMANENT SECTION SHALL BE BOLTED v a 353.13
t ~ , ' ~ ° _ ° 4 , i , 6A51 N GONDI T I ON, GQNTRAGTOR Ta PRE ZAGTOR Tp PREPARE 5~I L, INSTALL TOPSQI L, PREPARE TD ADJACENT SECTION WITH
~ \ ~ ; A ~ ~ ' ` ~ ~ ` . I i ~ ~E , T ~ ` \ SEEDBED AND SEED PER SPEC I F I GAT I G 60 80 ~ 15 0 Y q0 , SPECIFICATIONS PRIOR TO INSTALLING PERMANENT MATTING. STAINLESS STEEL STRAPS. ~'~:~G~ST GONGI~~T~ M~N>~OL~
PERhW+NENT MATTING Ta BE INSTALLED REG~IENDAT I ONS, 3E I NSTALLEO 1 N AGGO~ANGE WITH CURRENT MANUFACTURER'S NOT TO SCALE
- f EX5T. GRADE GRAPHIC SCALE
~ PROP. GRADE = - ~ Nor To ~I ILLY ll~~ L'L I ~IL NOT TO SCALE
IN5TAILATIDN PROG~DUR~:. (PER MANUFACTURER?
_ . _ R B Y. _ _ M._ V.=. . _ - . . _ _ _ _ _ _ _ _ _ _ _ . 0 E A BOTT ELE 35.5 - - T ' I T~' ~~DUGT I ON I. LIFT TRASH RACK ONTO CONCRETE STRUCTURE (TYPICALLY
Ow MARSH BO TOM ELEV-VA I E5 (360.0 3 0.2) . _ _ _ _ _ --M,4R H _ 0 T M-_ . 5...._... . . . _ _ . _ _ _ . _ _
S B 0 EI_E 3 ~ ~ { p I GAN BE DONE WITH I - 2 PERSONS)NOTE6 TOP of .I ~ ~~I` ~~U (~1~~ ba TOP OF MOU~NG SUR~FA~GDE A~GUNTIKG A PILASTIGAROUND
~ 1 E P P V= ~ E OOL BO I OM ELE 35 .5
' ~ SGI I~~UI~~ SOUND WILL VDD YOURKWARRANRUGTURI~ THAT IS NOT
2. POSITION (CENTER) TRASH RACK ON STRUCTURE AND MARK APPROX. ALL MOUNTING HOLE LOCATIONS.
N i- NP. LENGTH WIDTH DEPTH 5 N _ . (I ,J T. WIDTH DEPTH STONE D50 VIO 3. REMOVE TRASH RACK FROM CONCRETE STRUCTURE. (FT.) (IN,1 ON.) ~P5) 4. DRILL MOUNTING HOLES USING A 3/8" DIAMETER MASONRY
_ . _ fF) (FT) ~ ` 1** 12 ID 24 GLI ID 24 GLA55'B° 13 8.1 DRILL BIT
***2*" 24 24 24 GLI _-__e__._..__...-_._-...._.__ . _ 1 24 24 GI.A55 "2" 23 q,3 S. INSTALL 3/8" X 3" STAINLESS STEEL ANCHOR 130LT5
E- ~ 3 23 20 24 Gl,l 20 24 GLA55'2" 23 q,3 (SUPPLIED). 10 24 U..A55 "B" 13 INLET 6. LIFT TRASH RACK DYER ANCHOR &JLT5 -INSURE TRASH
~1~ ~ RISE #1000 a* Iz to u_, - _ ~ _ - - - - _ _ _ - -Z-- ~ . _ ~ _ _ ~ - - z - _ _ _ _ _ - - - _ _ _ _ * 2a 20 24 cu 20 24 GLAbS "2" 23 q,8 RACK 19 COMPLETELY FLUSH AGAINST CONCRETE
5 DI_ - ETER ~ l~l tSl ~ ~ l(1 ~ ljj 6* 6 la 24 GU 12 ,24 (,LASS 'ES' 13 fNLET MOUNTING SURFACE AND THEN SECURE U51N6 FLAT
f~ QL fY 4~ 4Y ~ fY DREG ST GONG. to to z4 cu t`~ 10 24 GLA55 "B' 13 INLET HOPE WASHERS AND NUTS (SUPPLIED}
• ~ ~ ~t ~ {C ~ ~ ~ ~ MANN LE W/ e** 20 ~0 24 cu ~}1, W STRUCTURAL 7. INSURE ALL ANCHOR BOLT NUTS ARE TIGHT AND SECURE. 20 2~} GLA55 '2" 23 10.3 PLASTIC DO NOT OVERTIGHTENI
TR ~ R G ..*~w zo ~0 24 cL~ 20 24 GLAD B" 13 13.5 10 24 GLA55 "B" I3 II.O IF YOU HAVE ANY QUESTIONS CONCERNING MOUNTING, PLEASE
±1.03 **'10* 12 10 24 GL.~ Q ~ ~ ~ ~ ~ _ _ ~ . _ _ _ _ _ II* 3c~ 25 24 GU 25 24 GLA55 "2" 23 18.3 GALL OUR TOLL FREE NUME3ER AT S11-ST1-5`i2'I.
~ TfDP F RfSER -3b2. FREE OARD_ _ Q . _ ~ d _ ~ d I "**12* I6 12 24 GU 12 (,LA,~ "B. 13 125
. _ ~ ~ ~ -I ~ _ _ _ . , IP R _ _ _ OG 0 R 2EDUGTION RIP RAP PAD NRP) _
~ TOP OF BERM E EV: 3 4.5 w*r~P w~P PLI;~E Pool L o *w* .IRJGE POOL r
~ 5EE PLAN VIEW;wUUR ADDITi~ 1 ~ 100-YR WATER SURFA E ~au1REMEHrs FoR >R2, to /IEW FOR ADDITIONAL DIMENSION PLASTIC SOLUTIONS INC. VT5 FOR >R2, q,10, I I, d 12 TRASH RACK OR EQUAL Q
_ - - . ~ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ L-E_ - _ t _ _ T.O.. . 811-871-5721
to ~ - ~Y G1~LGU)_1~T IONS: ~
-RI ~ ~ I GDN ARY C~RA55 S I WAY 0 NG SE LL ~r,4HHr r-o~ ~ ~4GTOIZ of 54FET'f 2p
I PIPE TOP OF R 5ER TO BE ELEVAT ON: 363.20 ~T,~ : 0,125,11,OFil ~ 1.18 12 ~CD~L~ ~ o
3: I MAX BF : VOL X bs.4 LaK+I: ~ , I . . , _ T ..R.._....R 1 FLUSH F~`J PROPER 1 I O YR E SU F G = ~r~z~~ x H x ~z~a ~ *cor LBIGF '"CONTRACTOR TO VERIFY THAT
BELOW ~ ELEVAT ON: ~3~3.OfJ 1T'(b)"z!4 X qbT' X b2.4 LB/GF V~IG ~ N F TfZA'. - _ _ _ . _ _ _ _ _ _ . M TIN_ _ . H - _ ..._._C?U _ . O, ._T~A~ ...n.._...... _ _ ~ _ 11,061 La _ _ _ . _...1 ELEV. ~ .t _ -.PR1F~~R SP1tLWAY EL AT10N: 3b2.6 eau X b2.4 (.RICE WEIGHTS OF ALL RISER SECTIONS, ~?a~ 7RA5H RACK, AND PLUG VALVE ARE
RACK u~,1 EQUAL TO OR GREATER THAN THGSE ry1 LISTED BELOW. 4U
1 ~ T No _ _ _ _ _ _ _ E H .L . ~ ~ _ _ 5.__D.IR....E... R..GO.NG _M . . E _ . N MAtl1FA0'n,ItER SPEGIFIGATIONS 1
3~~ :5 Y~TER U,~t TYP E E - ~ ~ 0 OOL L ~ 5 1 , _ ~ 2-YR TER SURFACE wrr=Wrb.bTElAS~+WT3A'~Gnfm n' 3A' ~GnOrt
_ Ib coin. FILL err, 15oNCfa _ - - _ _ NORMAL PO ~t ~Y = 360: _ _ _ ~ . E~E`~IAT ON: 62:2.... _ . _ . _ wr. ~asl+w,r~+ ~r a>+ r~.u~ vnLV~ wT, : I~cfa + CONTRACTOR TRAM RACK.. A5~M~Y + Vn' OF PLUG VALVE A55EMDLY RESPON5IE~LE FOR TOP OF RISER
Io~'i4 LB + 3910 LB +5301 LB + 2z5 L L11 - _ • , - ~ - - - - - - ~ ~ I-YR W TER SURFACE LB + 501 LB + 225 LB + I'(5 LB PROVIDING ADDITIONAL. ANGHORING/1"IE~CoHT To PART N0~ PY~? 6~
- 4 y~~,~~ , ~yy:~,~.y ~~;,~~~~y~; -~~y~~~~.-~~ ~ ELEVAT ON: ±361.3 PRUVIDE 20,125 LE3.
~ , ~ ~ / / i PLASTIC
Sl ~ ~ ~ rr,:i~/iii,./i,li,/; /i~/i,i„/f,/i,/i,~i, i,i i ~ ~ ~4 3 CA , ~ , MAX. G NG. ANTI-SEEP
/o ~ , / ~ ~ GO LAR (sEE ~~~IG~ SOLUTIONS W ATI K A e~ N(,. p.o, >30~ 4aas
GLA LINER , ` v ~ _ _ _ ~ _ _ _ - _ _ . _ __.\~~f~\`~~,~,~, _ _ _ DE AIL SHEET 43) _ I. N~>=a FaR AN ANTI-5~P >a~~rlc~ Tc Winchester VA 22fi04 P DEVICE TD BE EVALUATED DURING CONSTRUCTION BY THE PYRAMID TRASH RACK t37'~-377-572"7
_ p 3. ~ (OR UAL AND , 115 ~.so \ ~ GEOTEGHNIGAL ENGINEER. IF GEOTE ;R, IF GEOTEGHNIGAL ENGINEER DETERMINES THAT AN WITM GDNG~TIE {~s~ wxx.plastic-snlut.ion.emfi
- MAX ~~~i~~%~ ~ I •F. 5 E ANTI-SEEP 4 T SOIL ~ / .24 \ ANTI-5EEE= DEVICE 15 NOT NEGE55AI OT NECESSARY, NONE SHALL BE INSTALLED. II
2:0~~ a_ _ _ _ _ _ _ _ I I ~ DE ICE NOTES C3N (SEE OTES ON I.O 3 \
DRIFIGE THI SHEET. 2. CONCRETE ANTI-5EEP COLLAR SHOb ;OLLAR SHOWN 15 ONE OPTION FOR AN ANTI-SEEP DEVICE. IF I ~ I 'ED BY THE GEOTEGHNIGAL ENGINET<R, THEN CaEOTEGHNIGAL NOT TO SCALE
~ INV.-360.5 ~ ~ FOUND TO ESE WARRANTED E3Y THE C FROM 3 D EP TO ' ~ ENGINEER 15 TO DETERMINE WHAT T1 # (3) ~ DIAM. ~11NE WHAT TYPE OF ANTI-SEEP DEVICE SHOULD BE USED. Z
P . _ _ . _ ~ ~ i.5 DEE w ERE ORIFICES To BE
SEE CHART F R _ _ _ T . WA R. 5P 5 _ ~SP _a ED .EQU:LY._ . _ _ _ _
C~ ~ 51ZE AND INTO LDW ARSH. ARO ND R15E ~ P TY AN Town of Morrisrrille
P Not ~ SEE HART_FOR _ _ - _ _ MATERIAL. SE WITH INVERT C)F I _ ~ ALL c.oN~TRUGTION ANI NOTE: APP IGANT: APPROVED FOR CONSTRUCTION rRUGTIpN AND MATERIALS TD BE IN SHILOH MORRISVILLE, LLG W
~ ! auT 0 SIZE AND STRICT ACCORDANCE WITH SHEET 32 1=0 _ _ . HDLE _ AT ELEV,_....._ . _ t 2DANGE WITH THE AGGIrPTED POLICIES x830 COLONNADE 13LVD„ SUITE 600 Signature: Date; A 43 2~it1
~ _ _-...._.........MA-..._RI~~., _JEE . OF THE TOWN OF MORE )WN OF MORRISVILLE, AND UNLESS SAN ANTONiq TX 78230-2209
DETAILS. 361.5 355.h # m 1 SPECIFIED, DEFERS TO THE E T.~2-,E ~.-..w.~ :FEf~S TO THE NORTH CAROLINA DEPT. PH. 210.641.848-i FAX. [phone] Town of Morrisville, T Engineer Date/Initials
T_ OF TRANSPORTATION ~ E~ IFI TI N ~PORTATION (NGDOTj STANDARDS, Engineering: I ~t A~ ~ i 'EGIFICATIONS, ~ DETAILS. ,~~~I~trl+rri~~+~ Planning: ~ ~R e,(,~
~ ~ DET I LS. 5 EG GA o _ SEE_..EM ANKMENT___._ _ . . . . _ I
GONST GTION `~o~a`Ot~~~~ ~~(eAyy~~~O(~~'~i,~ Other (specify): f1
US GLA55111 . . . . _ _ A.....__... ............-PROLE - URES--AND_ _ _ _ _ . _ _ _ _ ` \ SJI NAi ~ di LL
Ta auE AND REQUIR MENTS ON coNTRAGTOR SHALL BI 'OR SHALL EiE RESPONSIE?LE f=OR AC - Signature: Date; Z
_ _ _ _ _ _ ~ . _ _ _ _ _ _ _ . _ . _ _ CSR 0~/E _ _0 _ _ R~~IG _ _ _ _ _ _ _ _ _ _ - _ _ _ . _ . ~ . SHEET 3. THE LOCATION OF ALL rTION OF ALL EXISTING UTILITIES = 0 2fi 7 a
I" =3 ' ~A ~KETED .JOINTS _ PRIOR TO E~EGINNING OE EiaRIZaNTAL W _ _ ~ EXISTING UTILITIES SH BEGINNING OF ANY EXCAVATION. ; ~ ` ~ e ~ ~ Town of Cary Utilities, Water antl Sewer
_ veRT I GAL I ~ _ _ . . _ W/ LIFT HDOKS. UTILITIES SHOWN HEREON ARE r,.,
API'ROXI MATE AND AL ~1ATE AND ALL ARE NOT SHOWN. ,,~~~~~9~(,t`,, °°N°q"n~`;~~=`s Engineering Inspection Services must be contacted (959 4~i3-0;907 at a minimum 24 hours prior to
Uf the commencement of any construction activities. of 60 ;
0+00 1+00 2+00 3+00 4+00
GON5TRUGTION PLAN SUBMITTAL SCALE; (^~50 "TORMWATE' MAN PLAN REVISIONS:
%D K .AN REVIEW COMMENTS 07-21-1
REVIEW COMMENTS 10-15-1 PRIEST,CRAVEN AsSOCIATESINC.
SH. I LOH CROSS I NG PHASE 2 DATE: MAY 4, 2010 EXTENDED TENT ION WETLAND 5
PROJECT' 2409-009.001 v 5 REV I W COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS /SURVEYORS / ENGINEERS 3803 - B Computer Drive, Suite 104 Raleigh, N,C. 27609. Phone 919 / 781-0300 . Pax 919 l 782-1288, Email [e-mail] I Firm 0-0488
ISPONSORED BY. 5til LpH P'ORRI SVI LLB, LLG PROJECT LOCATION. MORRI SVI LLE, N, G,
F:ALAND 7777777777777757277779 77 SHILOH GR055`N6 - '10MISVILLE\D146\GdNSTfnJGT,ION\47H SUBMITTAL\ 40-SWMP-B,DWG Jan 06, 201 1 - 4:25 PM , GREG RELEASED FOR CONSTRUCTION

~ < ~ ' t I i HANDWHEEL-----..._„~ pLASTIG SOLUTIONS PYRAMID TRASH
_ ~ 1 .l A ~ ~ , i ~ ~ r, v v - -~w, ,o , RACK OR APPROVED EQUAL W/ MIN.
w ~ , 12" MIN 3'X2' ACCESS HATCH OR W/ONE
.N W. '1 _ ~ ~ f _ . _ ~ I,~ ~ ~ z g~ _ ~ ~ _ o QUADRANT REMOVABLE FOR ACCESS
~ N ,
~M- - ~ .
_
~ V ~ I
~UM1~T10~15«
, ~ _ , - _ ~ M.. EL. P~ ~ II MARSH t ~ ~ ~ - ~ _ ~ ~ (3) DIAM. TOP OE RISER = 352.8
~ r ~1 . I~~~,. HI6F~~MA1~H ~ I #113 ~ ~ ~ ~ ORII=ICES TD BE ~ 0
~ ~ . / - ~ - l EC.=350:5 (TYP.) I , X410 .~u~ _ . / . ~ ~ _ EMERGEN~GY~~'a1aIL Y , ~ ~ ~ ~
~lC~ - ~F'M~S~~ 2 ~ 3 ~ROU~n RISER LY ~ M ~u p~~ ~ a
~ ~ _ . ~ ~_A-.. W/M (NA . ` , , ~ SUMMARY IMPERVIOUS A . ~1PERVIOUS AREAS WITH INVERT OF ~ SEE SEDIMENT BASiN #2 HOLES AT ELEV, I~-p~ DETAILS ON SHEET 31 FOR
3515 (TYPJ INITIAL GONSTRUGTION
LOW 1 ~ A 1_~C3W ~ ~ r .a~. ; ~ TaTAL ' ol1G - t~~v ou, ~ 1 'i ~ _ v ,v - It~Pp~vlous IIV1~RvICUS I~"'~YIOUG ~ © INFORMATION.
MARSH MARSH. ~ r Lat I~ahaSEb 120Ap ANp ALLaTTEb I ~ ~ ~ ~ ~ ~~.m ~ Lai ~ ~ ~ v :~>L~ Aga HIGH ~ ~ I, A Na, I,131~ SIDBUALK Sf~ECIAL Ua ALLOrrEb IN ~ P~'CkNTACaE WATER I ~_O:~
~ MARSH i ' s ~ \ ~ ~ MARSH ` < < \ ` _~r_ ~AC~ SPECIAL u5~ DEvELa~Nr r-o~ Lor QUALITY 351.5 (TYP.) (II) STEPS PER
T HIGH \ ~ 1 1 , \ 'r.. ' \ # I ~~EL~N OP 2 m 1 11, ~ ~ 1 G ~ ~ 2 o~T~AI 1.57 a.32 1,20 PLAN CAC) ORIFICE ~ STANDARD 1,20 0.88 76.53~a PROVIDE
MARSHI ~ 1 ~ ~ ~ ~ ~ & D.I. ~ OP SAM ELEV.) _ . . , ~ ~ - i'f~ ~ ~ , ~ \ ~ ! 3 Ol1TPARCEI 1,83 a,l>'o 1.31 2 L.1=. DETAIL (SEE 1.31 1,15 71.66'0 ~ 3,5" PVG 35O:WATE~R~TiGWT SEAL Q NGDOT 84D.66)
} ' ~ ~ ; ~ RISER 0 TOP GLA~aS 2 SIP I ~ ~ 1 1 k _ ~ 3 \ ~ ~ ~ # ~ 1 4 ou A 1,72 a.34 1.29 ~a 1 \ u) 1 ~ Ipi~ x =-.+~~0.5 A`ND TP ~cq,. L29 O.~a 74,83%
_w. 1 _ ~ J I PRO ILE~GR05~ SEGTIOt~ ~ ~ \ ~ ' PI' } ~ ~ \ ~ OP~~'~E I`~.'UNC-~E~`"" 5 CXJTPARGEL 2.07 0.33 1.43 1.43 1.10 69.080 - q ~ ~ (TYP. ALL STEPS)
~ e®~ re'® sia'su ~ aa~ ira _ , . _ _ ' _ . ~ 6 Ol1TE'At~GEL 2.43 0,05 1,54 5:11 ON 1=R0 T 1 E'OOL (338.5. LIE 1,54 1,49 63.37%
~ I. ~ ; HIGH, l . ~Q ' ~ G ~ ~ ~ ; ' BASKS WI`S'H RI~RAP` 7 outt~~»cEL 2.32 0.1a 1.2~ _ I S bE F r~IA~RSH 1.26 1.16 54.22~a ~ 4._O..
_ ~ , ' ! 15ER ~~101~ _ _ I,IS ~ ~ FCpREBAY'. ~ ~ .~u;~- u:; E' `~'~~3 ~''ll'~ 8 ThARC~L 2.01 0,16 _ I ~ '~t-EL OlJ - 1,18 1,02 ?~8.71~& (5) EXTERIOR STEPS
. ~ T: L8 ~ ~ ; ~ ~ T I I _a. _a_ _o~_ 9 OtJTP'ARC.EL, 2.33 a,35 1.12 \ 52. ' ~ ( - ~ ' ~ , / I ~ .:.gym _~~x. W15~FL.ANi~ 1.12 o.~a 47.CXra~ AS REQUIRED FOR
n ~ ~ i HIGH ~ 1a ot1TPAfi~CEL 2,28 a.~ 1,69 ~ ~ I ~BELa Taal ~ , # ~ - ~ - r ~ ~ ~ \ ~ A I MARS ~ , ~ _ 1.69 1,31 74.1~a ACCESS I ~_0~: 8" DIP (FLxPLAIN END)
Y.I. 31 ~ ~ ~ II Dr~EN SPAG1= 12,39 a,4a 1,22 ~ ~ - 4 .5 J b'JE DAM k:.EWJ l ~'R'f ~ / I WITH,~~NAG _o,_ _w. 1,?.2 a,s2 9.559a MIN.
TOP: 363.0 LOW ; ~ ~ ' i # i~ 12 FLEX AIL 23,21 a.94 15,75 ~ 1 I v 1 ! ~ ~ G- 5 R _LV.. 5~_ _lu~ ~ 60W MAR51i ~ AR • i 1 ~ O`'~7 THR: 362.0 ~ ~ ='/j ; TOTALS 54,22 3,53 28,99 15,75 14,82 67,85° 8" PLUG VALVE I/2"xl/2" WV~I WRAPPED
~ \ ELE~Y'~~ARI 5 ~ ~ ~ - 511 dN Pji~ONT A ~ VEB~EQU- INV. IN: 351.6 ~ ~ - 28,99 25.46 53.470 34~f,5 OVER OPEfyI~IG
~ _ 350.0-350.2 YP.) ~ SIDE` OF ` ~ INV. GUT: 351. ~3 ~ , ~ ~ -.r I, AGGE D{~l~"E ~11i~'- ~ 2' MIN. ~
P ~ ` ~ ~ , PDI~B Y ~ _ _ - i ~ r ~ I I 10' WI E MAX ~ ~ EXTENDED DETENTION WETLAND "G'• '.D ..G.,
~~0 ~ ' ~ ~ . ~ P05T DEVELOPMENT DRAINAGE AREA ~ ~ III G r' ~ GR 5 ~L-~P>~'~~. I , ` MAR H ~ ; ' i PROPOSED/EXST. IMPERVIOUS SURi AGE AREA = 13.4OAG 2 LF 41= 8" DIP INVERT :RVIOUS SURFACE = 8.14 AG RT BOTTOM OF POKD a ~ ~ 3D" RGP
r ~ ~ A I ~ ~ / ~ PROP05ED/EXST. LAWN d LANDSG, IN 8 LANDSGAfi'E = 5.11 AG OUTLET PIPE
i ~ 1.5 ~ ~:~P _ I I 2'Wx2'Dx5.7'H GONG.
1' / / ,5T~QRMW,~TER_+, f ~ SEE SHEET 44 FDR POST-DEVELOPMENT 1 !ELOPMENT DRAINAGE AREAS TO THE BMP. SUPPORT FOR 8" PLUG © 341.5
~ ~ / ~ ~ -~aDf~A1NAGE -~~~r_ ~ 4... ?f % / , 1 AG~aS V. .P. VALVE
PRECAST MANHOLE TO BE PROVID~ a
~I _~r.. ~ ~ ~ I a `J~ BUILT IN ONE SECTION. IF WATERY GHT ° ° FILL BASE WITH 1.5' OF
s / / , ,I VrR.P. , _ , I i MANHOLE 15 TD BE BUILT WITH a SEAL CONCRETE TD INVERT
bo _ 3(7 I~ 0 30 90 ~ MULTIPLE RISER BARREL ~ 340.3
' f TOP OF 5(Y ' ~ ~ - x. ~ % ` EMBANKhNT 5G SECTIONS IT SHALL HAVE ELEV. = 355, 25 °
• - ~ -i>~; GRA55 LINED LINED GASKET JOINTS, AND EACH °
G.I. #38 ' ~ ~ SECONDARY ~'ILLWAY GRAPHIC SCALE I I-II' I ~ )ARV SPILLWAY SECTION SHALL BE BOLTED ° v ° 33q.8D 'ING (NAG G350 OR J I
I" = 30' TOP: 361,08 ~ ~ ' ~ ` W/MATTING (NAG G3'Ix r I Tr 4 INV. IN: 352.8 (#3~) ~ I - #.1,. API~ROVED EC~uAL~~ ~VED EC~UAL)" 4 ~TAINLES~ S~E~ 5r~~ rH fi i~~G~ST G~NG1~~T~ MI~NHC~L~~
ti INV. I N: 352.8 (#35 ; ~ ~ ~ ~ ~ _ ~ ELEV. = 353 7. _LEV. = 353.75 NOT TC1 SCALE
INV. OUT: 352.0 ~ ~ ~ ~
~ ~ r ~ - t' LINED WITH NAG 6350 F4R TEMPdRARY ANQ PERMANENT
- - - - t EXST. RA DRIVEWAY A~'RON I~OR " ~ ~ «SECCNDARY 5PI LLWAY TO BE L I NEq WITH f G DE ~ ~ r BMP ACCESS (5EE D1=TAIL 1-- ' ~ - / r:.- BA51N CANgITION, CONTRACTOR TO PREPRRI t PROP. GRADE SEE[~ED, AND SEED PER SPEC I F I CAT I ON5 I 'dR Td PREpRRE SdIL, INSTALL TQP501L, PREPARE
`.CIFICATIONS PRIgR Td INSTALLING PERMANENT MATTING, NSTALLED IN ACGdRDANGE WITH CURRENT MANUFACTURER S
I PERMANENT MATTING TO BE INSTALLED IN , Y.I, #3I \ RECOMMENDATION5,
TOP: 363.0 \ _ .YN1~:. 362,0- _ _ _ _ _ _ _ _ . _ _ . _ _ _ _ _ _ _ (qI J~~/' J~ IIJ~TALLATION P~OG~: (PER MANUFACTURER)
~ ~ ~ ~ ~ RISER 1012 uoT TO ,Y I ~L.Y `l!~ I ~~TT~ I ~ I. LIFT TRASH RACK ONTO CONCRETE STRI,)GTl1RE (TYi'IGALLY
_ . _ _ - ~ - _ _r_ _ NOT TO SCALE GAN BE DONE WITH I - 2 PERSONS)NOTE: TOP OF
~ ~ ~ ~ ~ ~ IA T ~ 6 D ME E ~ ~ ~ ~ ~ ~ 51" ~ J STRUCTURE MUST BE SOUND AND FLAT (WITHIN I/S°) AROUND TOI' OF MOUNTING SURFACE---MOUNTING A PLASTIC
p ~ ~ ~C ~ _ _.PREGAST .G NG: _ . _ ~ - _ . SOLUTIONS TRASH RACK TO A STRUCTt~E THAT 15 NOT
~ (Y ~ ~ ~ ~ ~ \ MANHOLE W ~i I I n~I SOUND WILL VOID YOUR WARRANTY.
i ~ z I T i I\~~41GT I l11 2. POSITION (CENTER) TRASH RACK ON STRUCTURE AND MARK ALL MOUNTING HOLE LOCATIONS.
\ W FREEBOARD 0 ~ ~ ~ . - _ _ _T0~ OF _R~ _R 352:x+0 _ _ _ - _ 3. REMOVE TRASH RACK F120M CONCRETE STi2UGTURE. ~I la ~~I~ ~7~I f ~ 4. DRILL N~UNTIt~ HOLES U51NG A 3/$" DIAMETER MASONRY
~ ~ z ~ Q y DRILL BIT
X N T P OF BERM E EV: 355.25 t~~~-"~~~~ S ~D)8° X 3" STAINLESS STEEL ANCHOR ?~CJL75 ? VT~I L/ G. LIFT 1RA5H RACK OVER ANCHOR 80LT5 -INSURE Ti~ASH
# \ 0-YR WATER URFAGE
_ . _ . _ _ _ _ _ . _ . . . _ _ _ _ _ _ I0_ _ _ . _ . ~ \ _ELEVATI ON~ ~ 54,16 _ I_EPKiTH WIDTH r~Pr+l APPROX. RACK 15 COMPLETELY FLUSH AGAINST CONCRETE TH WIDTH DEPTH STONE D50 VIO
\ MIN. No' ~Ta (FT.) oNJ _ O-RING _ _ . _ _ _.._.I~ _ _ _ _ . _ _ _ . _ _.~,ON1~AR1'- CSR 5~ ILLWAY 12 to 1 (PT.) ONJ (INa (FP51 MOUNTING SURFACE AND THEN SECURE USING FLAT
PIPE li l0 24 GLA55 "B" I3 8.1 H~''E WASHERS AND NUTS (SUPPLIED) 24 24 GLASS "2" 23 q,3 STRUCTURAL 1. INSURE ALL ANCHOR BOLT NUTS ARE TIGHT AND SECURE.
ELEVATION. 3 3,~5 '*'2"" a4 24 24 . TO OF RISER To BE _ 2a 4 , 3 23 2 20 24 GLASS °2" 23 q.3 Pl.ASTIG DO NOT OVERTIGHTENi
:I MAX ~ I l0 24 , 3 FL SH FOR PROPS 4 ~ l0 24 GLASS "B° 13 INLET IF YOU HAVE ANY t~IESTIONS CONCERNING MOUNTING, PLEASE
. _ _ . _ _ _ T - 4. _ _ - _ _ _ _ _ _ _ _ . _ _ _ _ELE~IA lON . 53., 4 . _ 5* Zo ~0 24 BELOW MO NTiNO OF TRASH \ 20 24 GLASS "2" 23 q,8 ~ GALL OUR TOLL FREE NUMBER AT 817-617-5127.
b~ 6 12 24 , RA K \ la ~a 12 24 GLA55 "B" 13 INLET 10 24 GLASS "B" 13 INLET v
_ ~ _ _ ...ELE~/,, . _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ G~GMA~-~'-~P~1L _ Y -ELEU:~r- X52:80 ~ to 20 24 GLA55 "2" 23 10.3 r
' DIAMETER G NG. MANHOLE 8'~ zo 2° x4 355.25 \ M«« . ao 24 , a _ _ _ _ _ _WATEIZ__QUAL_LT`i' _POOL EL.E _ 35-t~5 _ _ - _~Yf~'_ WATER_ ~U SAGE _ _ . _ ...IOC la l0 24 , 20 24 GLASS "B" 13 13.5 PLASTIC SOLUTIONS INC.
l0 24 GLA55 "B" I3 II.O TRASH RACK OR EQUAL
_ _ _ _ _ E EVATION;_ 52..55.. 25 24 GLASS "2" 23 18.3 817-S11-5727 12 24 GLA55 "B" 13 12.5
~N~ORM;~L_~~'~ OL_ ELE1~ _ ,5_.. _ _ _ m _ . _ . _ _ . _ . _ _ I~ Iz z4 , - i YR WATER SU FACE
..~,.ro~_~..~-.~ _ , ; ~.~.~.._wa *VELOGITY REDUCTION R1F Y REDUCTION Rlp RAP PAD NRP) PLUtJ6E POOL 2Q y4"
`S ~ ~ ~ ~ ` . A~ ~ ~ V~' \V' \fV~ Vl~A~ ~ / ~ : ~ RIP RhP PLUtJ6~ Pool . / , ~ f . PLAN vl~w ~oR ~o _ ~8 _ _ i~_ / f,_ //'/~~i~ / 1, ' . / 1. ~ _ _ . _ _ _ N VIEW FOR ADDITIONAL DIMENSION 12 Y~" ~D?~
• \~~~~'~\~`~~~~~~f~\ ~V ~ f~ _ _ AX.~ _ ~c~ul+z~r~TS Fc~a #a, a, ~ ~.fi , , , MENTS FOR #2, 9,10, II, d 12
. . m.. _ ~ _GLAY_ L~NER_ _ ~ _ _ . _ . _ . . - . _ . _ _
9 m_ ~ ~ (OR EQUAL AN ~ T - o \ ,rti v ~ t. , , ~ ~ : ~ G N ANTI P
4 TOPSO~I~L
~y ; COLLAR (SE I. NEED FOR AN ANTI-SEEP DEv . . _ _ _ . _ _ _ . _ _ ~.~a~~. _ . _ _ .1 _ _ _ _ . _ _ . GEOTEGHNIGAL ENGINEER. IE TI-SEEP D)=VICE TO 8E EVALUATED DURING CONSTRUCTION BY THE / NGINEER. IF GEOTEGHNICAL ENGII~ER DETERMINES THAT AN TOP 0FRI5EFt ;tRASFi ~AV(~K A,~ Mme' Y
_ _z 0 _ MAX - _ _ _ SEE NOTES 0 ' ~ _ _ - DETAIL SHE T 4~j SHEET 43~ \ ANTI-SEEP DEVICE 15 NOT NEC ,E 15 NOT NECESSARY, NONE SHALL BE INSTALLED.
DIAM. ~ 2, CONCRETE ANTI-SEEP GOJ-LAS # TAPER FO EBAY DEVICE NOT S ON ` I FOUND TO BE WARRANTED BY SEEP COLLAR SHOWN 15 ONE OPTION FOR AN ANTI-SEEP DEVICE. IF PART N4; PYD 48
Y _ . _._,k. _ . _..._011 .IGE.~.~..T-0_BE . _ 1~ROM ~ E~' TO ~ _ . TH.L~ ~HE~T... _ . _ ENGINEER 15 TO DETERMINE WI RRANTED BY THE GEOTEGHNIGAL ENGINEER, THEN GEOTEGHNIGAL ~ PL!~STIC ~ , ~ET~RMINE WHAT TYPE OF ANTI-SEEP DEVICE SHOULD BE USED, SOL[,TTIONS
SEE CHART F R SPA ED EQUALLY 3.5 DIA, _ _ _ - _ . _ _ __-1..5 _..DEEP_. NERE__ _ _ _ _ _ _ _ _ _ . _ , _ _73.Op _ _ . _ _ _ . _
. A UND RfSER L.F, ~ SI~~ AND OR>FIGE 3 WATER SP LLS O RGP ~ JJ~~~ (I IIII JJ~~ /''~'~I ~ N{~, P.O. Box A~86
_ _ _ _ . MATERIAL._.SE _ _ _ - _ _WI T _ I N~~2T D>~ . _ _ _ LN~L.--3-50.5 . _ _ _ ~ _ _ _ _ _ . _ _ _ _ _ . . INTO LOW ARSH. ~ I.O~'~ ~ V/~LGVL/ZT (l/ I `l~ « 4~, ° P~}~tl'"'~I~ T~A~ R`A(iK Winchester VA 22804 n77-877-5727 WIC ~I rrww.plaetic-s~lulim~.com
HOL S AT ELEV. aJOrnNr~r~cE ~ SHEET 32 1=0 ~
._._351. - t~ = va. x ba.4 LB/GP F F5 ~ Np9F = 20,&44 115,828 =1.50 I (
DETAILS. _ . . _ . . : TI~(~'2/4XHK62.4L81GP "GC ~ = 11' fSJ"2/4 x 13' X b2.4 LB/GP WEI' 02.4 L81GF "CONTRACTOR TO VERIFY THAT "I'~ ~'Yf~~M I ~ T~,~5~4 ~.~GK 1~~T~ I L (b2.4 LB/GF WEIGHTS OF ALL RISER SECTIONS, NOT TO SCALE
~ : 15,g2S LB ~ TRASH RACK, AND PLUG VALVE ARE EQUAL TO OR GREATER THAN TFIOSE z
L15' LISTED BELOW. GoNTRAGrOR
FOREBAY OTTOM E~.E1~_._. _~~:5_. , . _ _ _ _ _ . _ _ _ _ _ _ _i . _ . _ _ _ . ~I~rr o~ w~ - ~~I NAf+~ACTUI~R S UM MANUFAGTUI~R SFEGIFIGATIdNS RESPONSIBLE FOR
I 'WT = V{f 4' BA5E + V{T 2-4' SEGTIO1t + NiT I' LOW MAR B T OM._E E =VAR1E 35 _-3 0 2 _ D ~ T........L _ ._......S ~ ...0 5 _ _ . _ _ _ _ _ _ _ _ _ _ Q _ I10UT IT I ~ _ MJi 1.5 GONG. FILL (WT. = I5W?~GFl+r ' 2-4' SECTION + N{T I' SECTION + PROVIDING ADDITIONAL 1 fW'r. = 150h/GF1+Wr. GONG. ~POaT ANGHORIN6/Y'EI6HT TO PROf'~RTY DWN~R AND Town of Morrisville
HIGH MARS BOTTOM ELE --350.5 wr.+wr~PL~v~L` + WT OF PLW VALVE AS~BI.Y PROVIDE 20,844 LB.
_ _ _ _ _ _ _ _ _ d" _ _ _ DEED POOL BOTTOM ELEV 341.5 ~4j : 5a~4 L~ ~ LB+br,S LB ~ asxl # m = aaeaa LB +865 LB r 282'i LB +3420 LB +225 LS + 115 L9 Ap~.I~NT: APPROVED FOR CONSTRUCTION SHILOH MORR15VILLE, LLG W
_ _-.g _ . _ _ _ . - - - . _ _ - NOT 4830 COLONNADE BLVD., SUITE 600 Signature: ~::,.~-~_.~25~ Date: s (3 2~ t ~
GUT-OAF Tf2EN. _ H _ . , ~ . - _ . . NOT : SAN ANTONIO, TX 78230-2204
ALL CONSTRUCTION ANC 5TRIGT ACCORDANCE WITH 'RUCTION AND MATERIALS TO BE IN PH. 210.b41.8481 FAX. [phone]}63 Town of Morrisville, Tow1 ngineer Date/Initials ;DANCE WITH THE ACCEPTED POLICIES Engineering: ! E;~:~
OE THE TOWN OF MORE GONSTRUGTIO USE GLAS III )WN OF MORRI5VILLE, AND UNLESS ti~~rrlurrrr~ Plannin
_ _ _ _ _ _ _ _ _ _ _ _ SEE- .CHART -FOR _ _ SPECIFIED, D~1=~R~ Ta THE PROGEDURE~ ND TONGUE A D~ o>? TRANSPORTATION `.FERS TO THE NORTH CAROLINA DEPT. ~~'~~N CA~~!a, g~ ~ ~ 1 C-~"
SIZE A D I >PORTATIDN (NGDOT) STANDARDS, y`~,~'~d~S Qther(specify): t1
_ _ . . . T._..... _ _ _ . - SPEGIFIGATION h?E>~UIC~~MEN 4N ~RpO~E I~~NG _ _ NTATER AL. SEE 'EGIFIGATIONS, ff DETAILS. ~ LL
SHEET 43. GASKETS JOINTS _ _ . . . SHEET _ . _ FOR _ _ L Signature: Date: ~ ~ Z
, _ _ _ . - -__w _ ~ _ ..-.._.m. W/0 LIFT OOKS. CONTRACTOR SHALL BE OR SHALL BE RESPONSIBLE FOR = ~ 69 7
DETAI S. THE LOCATION OE ALL HORI ZpNTAL I 30 ~ _ _ _ - _ fOR TO BEGINNING OF J10N OF ALL EXISTING UTILITIES ~ ~ ~ Town of Cary Utilities, Water and Sewer 3EGINNING OF ANY EXCAVATION. q ~
UERTI CAL I' =S' PR UTILITIES SHOWN HEREON ARE '°ya(~y ° n ~Q~ ee`~ Engineering Inspection Services must be contacted {919) 4fi3-6907 at a minimum 24 hours prior to
I EXISTING UTILITIES SH( , . . , , ~e,. ..o r
1A I t ANU ALL AKt NU I ~t1UM. './111,11 Lne WITIITlencement of any GVn5CruGnO11 aciwiues. 3 01
4+00 0+00 1+00 2+00 3+00 GON!5TRUGTI ON PLAN SUBMITTAL SC&E. I"_30 STORMWATER MAN n-A-G-W-E"MI-ENT PLAN
REV 151 ON5,
.AN RREVIEW COMMENTS 7-1-10
EV I EW COMMENTS p0--25- I O PRIESTCRAvEN &ASSOCIATES,INC.
REV I EW COMMENT5 01-04-11 LAND USE CONSULTANTS PLANNERS 1 LANDSCAPE DESIGNERS I SURVEYORS / ENGINEERS 41
5H I LOH CR0551 NG. PHA5E 02 DATE: MAY 4, 2010 EXTENDED TENT ION WETLANC) Co
PROJECT- 2009-004.041 SPONSORED BY; SHILOH MORRISVILLE, LLG PROJECT LOCATION: MORRISVILLE, N,C, 3803 - B Computer Drive, Suite 1,04 Raleigh, N.C, 27609, Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm 4: C-0488
F\LAND PROJEC75MTHER5\2004-004.001 SHILOH CR0551NG - hIORRI5VILLE\D646\GON5TPUCTICAI\4111 OUBMITTAL\ 41-SI~F G. DWG, Jan 9,, 2011 - 4;30?11. GREG RELEASED FOR CONSTRUCTION
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EXTENUEI? QETENTION WETLAND ~ ~ ~ 1 , , , , r ~ , I~ ~ ~ 1100) ~ ~ ! iav (65,.
i ~ ,y~,:.~ ~ , ~ ~ ~ ~ , ~ ~ ~ ~ 0 5 7 f ~
40 20 10 D 20 60 t ~ ° ~ T ~ ATI N 1 _ _ ~ I • I V T i i
WETLAND FLAN I NG G LGUL O ~ ; , , l~ \~i~i ~ 1 r EXTENDED DETENTION WETLAND B= l l` ~ ~ ~ ~ ~ 111, ~>~Y ` ~ ~ ` 1 . ~ PG
~ ~ A , GRI~~'hflG SG E A. Low MARSH (HE~AGEa~ PLANTS) ~ ~ ~ I , Y~
u _ I TOTAL AREA IN LOW MARSH 525b 5F ~ i 1ti 1 1. ~ ~ 4, i ~ i ~ LEGEND: "TOTAL HERBAGEOU5 PLANTS REQ'D, (5256'28) 1314 EA A ~ , , 1 ::>,•r,
TOTAL HERBACEOUS PLANTS PROVIDED IN LOW MARSH 1350 EA ~ ~ ~ _ I ~ ~ .
B. HIGH MARSH (MIX OF SHRUBS a HERBAGEOU5 PLANTS) 1, 1 1', GA - GLETHRA ALNIFOLIA -SWEET PEPFERBl13H ~ , ~ 1 ~'t ~?;~7,.
Tt7fAL AREA IN NIGH MARSH 4.n70 SF - A ~ , 1 ~ , . ~~TOTAL 9HRU85 IN HIGH MARSH 136 EA ~ ,,~i , ~ ~ ~ ~ ti ~ . ~ ; icy; 5~ ,
IG -ILEX GLABRA - INKBERRY AREA OF HIGH MARSH DE51GNA1ED FOR SHRUBS (13b/•O4) ~40D 9F , 1 ~ \ \ 1 AREA OF HIGH MARSH REMAINING TO BE PLANTED (4070-34007 - 670 9F ~ ~ 1 ~ ~ A t ~ j~
wTOTAL HERBACEOUS PLANTS REQ'D. IN REMAINING AREA (b70'".2S) ~ 168 EA ` 1, ` , k , RP - R05A PALU5TRI5 -SWAMP R05E TOTAL HERBAGE~15 PLANTS PROVIDED IN HIGH MARSH 170 EA A `;,A ~V ~ 4~ f .
G. TOTALS ~ . A\, ~ _ . ~ R a"
5N - SAMSUGUS GANAD~J519 -ELDERBERRY TOTAL HERBAGEOU5 PLANTS PROVIDED IN EDW B 1520 EA ~ ~ TOTAL SHRUBS PROVIDED IM EDW B 13b EA V'~.. y, - . ~I~-, ~ _ - _ _ . _ , _ ~ 1
EXTENDED DETENTION WETLANA G= ' \v \ ~u
PRUNE A5 REQUIRED TO IMPROVE A. LOW MARSH (HERBACEOUS PLANT5) ~ ' _ \ \ p r t w ~ w~ ~ - mm B4
APPEARANCE (RETAIN NORMAL ~ TOTAL AREA IN LOW MARSH 123115E SI{pJ'E) "TOTAL HERBACEOUS PLANTS REQ'D. (12311'.25) 3078 EA - w« ~"'f ...m..- ` T _ ~ _ ~ -
TOTAL I~ERHAGEOUS PLANTS PROVIDED IN LOW MARSH 3100 EA .
B. HIGH MARSH (MIX DF SHRUBS a HERBACEOUS PLANTS) T EXTENDED DE I TOTAL AREA IN HIGH MARSH 10419 ~ ~D D~T~NTION W~TL~ND G
TOTAL SHRUBS IN HIGH MARSH 376 EA III = /~^I ""AREA OF HIGH MARSH DESIbNATEQ FOR SHf~JBS (376/.04) A4CJ0 SF 40 20 10 0 20 60
AREA OF HIGH MARSH REMAINING TO BE PLANTED OO4I3-'140DJ 1013 SF
"TOT HERBACEOUS PLANTS REQ'D. IN REMAINING AREA (IOI3"'.25)-254 EA PLANT L15T EX1 TRUNK FLARE J)TiGTION: PLANT TOTAL HERBACEOUS PLANTS PROVIDED IN HIGH MARSH 300 EA rT ~XT~ND~D D~T~NTION V~TLfi~ND ~3
TREE 1-2" AEK)VE SURROI~IDING G. TOTALS KEY QUAN. GOLAR TYPE LAi2 TYPE COMMON NAME SCIENTIFIC NAME pLANTINIs Slz~ SPACING Gf2APHIG GALE
GRADE PRUNIE A5 REQUIRED TO TOTAL HERBACEOUS PLANTS PROVIDED IN EDW G BOO EA IMPROVE APPEARANCE (RETAIN TOTAL SHRUBS PROVIDED IN EDW G 37b EA CEP
NORMAL SHAPE) EL 12 Whfis, purlale, been uA4tER Ale, been WAtER tuarEra~b ELOI:l=A CANAt7ENSls I Rr 5 pink aat~R watl:R LILLY xYMPl~al=a oaol~atA I cxlArzr 5
9' LAYER SHREDDED PINE BARK I- " W~A55UME5 50 HERBAGEOU5 PLANTS PER 200 ~ (50/200=.25 PER 5F) No 15_....'...., unite, Pink watpe 4" MIN. TOP5C71L PLANT TOP OF RODTBALL 2 A55UME5 8 I-GAL, SHRUBS PER 200 5F (6/200=A4 PER 5F) TOTAL 27
(SEE MULCH TO OUTER EDGE OF SAUCER 4" MIN. TOPSOIL ABOVE SURROUNDING GRADE KEEP MULCH 2"FROM Ti~1NK. (SEE NOTES W T ANDS GLAD ING $ PLANTING NOTE. GONTI~AGT01~ SHOULD GONT,~GT
# II EL 2 AND #5J #2 AND #5) 3 LAYER SHREDDED PINE BARK HERBACEOUS PLANTS (LOIU MARSNJ MULCH. DO NOT BURY STEMS OR I. IN-SITU TOPSOIL TO BE STOCKPILED ON-SITE FOR USE IN THE STORMWATER WETLAND AREA5. GS 175 Grp PER (LOtU MARSN) ~~~~T GA1~X S11~IGTA a PLUCs Is LDG~I. NU~'SEi~21E5 EOI~ PUNT SELEGTI ON
Pv I&7 Yellaw/Creen PER u/rreen pEiZ Af~ROW aRUM pEI.rANpI~A vIRGIwCA z PLU& Is
EXISTING GRADE 2, TOPSOIL SHOULD BE SPREAD TO A MINIMUM DEPTH OF 4" THROUbHOUT THE WETLAND, PG 2b0 Purpllelrblue #'LR , - ~ EXI5TIN6 GRA[~ INGL.UDING THE DAM PRIOR TD SEEDING/pI.ANTINb VEGETATION. TOPSOIL SHOULD ~ elrblue PI try PONIEDERIa GaRnAra 2 PLUG Is GILL IDE NATIVE PLANT NUR5Ef~Y 62I STARI~URST LAi~, RALEIGH, NG 21603 g1q.662.5566
- ~ , ~ . GUT AND REMOVE BURLAP FROM _ - NAND-TRMPED AND LIGHTLY COMPACTED WHILE MAINTAINING THE MINIMUM 4" OF TOPSOIL ~ ~ ~R ! ~ . „ IW II I r I l h TOP I/5 OF ROp1'BALL. IF ~ ~ ~ ~ ~ - ~ ROOT5 AT OUTER EDGE OF DEPTH FOR PLANT GROWTH. CONTRACTOR TO ACCOUNT FOR SETTLING OF LOOSELY gc 176 tut,i+~ PER ,«e PER BROADLEAF AR>Zau-~AC~ 5AG1ttARla LAtI~oI,IA a PLUG 24 NICHE GARDENS Lill DAW60N ROAD, GkAPEL HILL, NG 2'151b glq,g6't.o018 v ,1te PER UzARps tAIL sAURtlral3 cER 2 PLUCs 24 PLANT 17~..IGH75 NI~5ERY 8241 5ALt.5 R,OAC7, RALEIGH, NG 21b03 g1q.112,4194 ~
III _ TI I I I ~ I I 1 NONBIODEGRADABLE, REMOVE i I I ~ i ~ ! I ~I ROOTBALL L005EPED TO 15 F R THE WE ND PLANTING SUCH THAT ONCE SETTLING OGGUR5 THE ST 150 BraNC~n PER liii -11i~ III ilk - i4 11~ V _i,__ IIL Ilt~ ~ GOMPAGTEQ 50L O TLA der, PFR 5oFt5iEti t'trRU3Fl ecN~rtoPLECt~ tAer=RNai:MONtaw 2 PLUG 2a TARh~EL NATIVE TREES 433q I~ELE ROAD, GLAYTCN, NG 27520 gIgS53.~i27
r- I_I~ I : ! I T ~._.i GOMPLE't~.Y, ~ ~ ~ ~ ,11;1 III. _~--ILG EN51~ PROPER I l =1 I ~.-I I I I i I I i . i I _ I { I I , I ! I I I ~ -,I i_.. h. , ~ i ~ ~ ~ I f.- I _ FINAL GRADES A5 SHOWN ON THESE PLANS ARE MAINTAINED.. ~ ~0 B"°0N~" ~R ( i _ I,I'=il~ ill lk"I~`I III III "I il_1~=11~=~I -~•I~~- `''~,II ~ ~ ~ ~ _ I-1 i--!~I"~' BAGKFILL-TO-RDOTGONTAGT TOTAL 1350 VCx~een PFR AFRICAN E3~JR-REt:D SPARGAwUFt At~RICANIA`1 2 PLtk's 24 TAYLOR'S NURSERY, LNG. 3'f05 NEW BERN AVE., RALEIGH, NG 21b10 g1q.231.b161
fl-1! Il-ill-III III III ill.. I ...III . N 1 510PE 51DE50F HOLE Il -III.. - I t i r f 1 I-:' n I ) i ~-=1 i C ! I k I ~ i - 11-1 ! r hc° --1 i i ~ ~ ! i I I I I i i i ~ I ~ I SLOPE SIDES OF HOI,.E 3, ~ EXTENDED DETENTION WETLAND NOTE6 ON ~T 43 FIJR DETAILED 501E MELLOW MARSH FARM 1312 WOODY STARE ROAD, 51LER CITY, NG 21344 gIq.142.1200
I rh.l ~ . T a l~--I'~--! --I i l- ~ ~ ~ I_ ~ ~ ~ I i l f I I L, .I -I i~ I SPEGIFIGATIONS. L I I , i l BAGKFILI A5 PER 5PEGIFIGATION I N I I ~ , ! I, ~;ll) III ! I I L. ~ ~ NERHaCE0U5 PLANTS flllGl I MARSH) cNlcu MaRSN~
(5EE NOTE #'a) I'. ~ p_ I I1 ! ~ I ~ ~ ` BAGKFILL AS PER Iv 56 Blue Pkwae PER THREE TIME6 WIDTH SPEGIFIGATION (SEE NOTE ~a) 4. ACCEPTABLE FERTILIZERS GAN BE= MINERAL, ORGANIC (MANURE), GOMP05T OR GREEN CROPS. ~ 49 Cam, FER rkwae PEiz SOUT4~RN l3LlE FI.ACs IRlS IRIS YHZGIwCA 2 PLUG 18 PER 50r"T RIJSII ,uNCI.S 2 PLUG IS
OF ROOTBALL DO NOT EXCAVATE BELOW THREE TIMES WIDTH R00'TB~4l.L OF ROOTBALL DO NOT EXCAVATE BELOW 5. CONTRACTOR TO WORK WITH SOILS SCIENTIST TO ENSI~tE SOILS ARE AI~QUATE TO SUPPORT AI 11 Plr~k PER I~ PER ~IArm h1LKulLi=q AscLEPIAS ir~ARNAra 2 PLUS 2a N T~` o
ROOTBALL ESTABLISHMENT AND GROWTH OF THE WETLAND PLANTINGS. CONTRACTOR TO AMEN SOILS SY d8 Braun/Cs~en PEt~ dc, I~rz u>ax,r,~ass ~GIRPUS cY~RiNUa a PLUG za ALL CONSTRUCTION AND MAT)=RIALS TO 6E IN STRICT ACCORDANCE WITH THE ACCEPTED POLICIES
G pt A AND INSTALL SOILS IN PLANT, SHRUB, AND TREE AREAS PER DETAILS, SOIL SPEGIFIGATIONS, toTAL 170 ~EG IDUOUS TREE f Ll"~NTINV ~~TAI L NGDENR 51~GIFIGATION, AND SOIL 5GIENTIST REGOMM~NDATIONS. SEE SHEET =43. DF THE TOWN OF MORRISYILLE, AND UNLE55 mm
SH~ZU~ PLANTING DETAIL N,T,S. N,T,S, 6. THE OPTIMAL PERIOD FOR PLANTING HERBAGEOU5 VEGETATION EXTENDS FROM LATE MARCH SHRUBS f411GN MAfiSN) SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT. W
TD EARLY JIVE. THE BEST TIME TO PLANT SHRi~ IN A WETLAND 15 FROM NOVEMBER TO MID CA 52 whRleh Ptnk Plydc r pEI~Rt'JdSN cL~Ra ALwr-~.IA I GALLON 5 OF TRANSPORTATION (NG>70T) STANDARDS, I uu,~~ s IwC1;ERRY ILEx GLA~A I GALLON 5 SPEGIFIGATIONS, 4 DETAILS.
MARCH, CONTRACTOR SHOULD SCHEDULE PLANT INSTALLATION AGGORDINGLY. ICs 36 Green~eh lUhltel SHi~ f2P 31 Pink SF1RIlB Ink SF1RIl6 SuIAMP ROSE ROSA pALUSTRIS 1 GALLON 5
7. ONCE THE PLANTINGS HAVE BEEN DELIVERED TO THE 517E FROM THE NURSERY THEY 5HOlq.D 5N 17 tllhlte 51 the SuR~ ELDEr~RRY 5AI'tf31IG1ES CANADENSlB IrALLON 6
BE FREQUENTLY WATERED, FERTILIZED AND SHADED UNTIL THEY ARE INSTALLED. Total 136 - - 8. ALL DISTURBED AREAS AROUND TIEE OUTSIDE of THE WETLAND SHALL BE 5EEDED WITH A p ANT L I ~T ~ EX - GoNTRAGTaR 5HAL1_ E3E RE5PON518LE FOR
L NOTE= LAWN AREA SEED MIX (PER SEEDING SPECIFICATIONS) NATIVE GRA55E5, LEGUMES, GLOVERS ~T - EXTENDED DETENTION W~TLA~1~D G THE LOCATION OF ALL EXISTING UTILITIES ,,,111111,1 PRIOR TO BEGINNING OF ANY EXCAVATION. GAS ~z~'~
SPACING AND WILDFLOWERS. KEY G1UAN, COLOR TYPE LOR TYPE COMMON NAME SCIENTIFIC NAME PLANTING SIZE SPACINfa EXISTING UTILITIES SHOWN HEREON Ai2E ~o~~Q~/~s~,i
DIMENSIONS VARY, 5EE q, WETLAND PLANTING AREAS SHOWN SHALL BE PLANTED IN A "NATURALIZED" MANNER WITH DEEP to,ca APPROXIMATE AND ALL ARE NDT SHOWN. ~~'~4 F~,~l W
PLANT LIST PLANTS GROUPED WITHIN AREA5 A5 LABELED AND SPACED ON-CENTER AS OUTLINED IN THE / \ / \ / \ CHART. EL 20 wl,lte, purple, gam, WATER ~ple, get u.W1ER IUA~ ELODEA CANACJENSIS I C~.IART 5 ~ ~ m
NO ?5 lUylte, Pink lU4TER Pink U14rER UUS7ER LILLY NYMpHAEA ODORATA I C~JJARr 5 w $ SEAT. g 6LJ
6 I0. IF THE WETLAND WA5 USED DURING CONSTRUCTION A5 A SEDIMENT BASIN OR TRAP, THE EtASIN TotAL Q, MUST BE GLEANED OUT, GRADED, CLAY LINER (OR EQUAL) INSTALLED, COVERED WITH 4"' OF P120P~RTY OWN~~~ = s 2 67
TOPSOIL A5 SPECIFIED M NOTE #2 A80YE, AND VEGETATED WITHIN 14 DAYS OF THE HERBACEOUS PLANts flaw rrARS~u iLaw MARSHI ~PI'LIGAN7: ~~~0~ N,~~, G >~n PER ~RIGHr SEDGE cAr,Ex srlalcrA 2 PLUG Is SHILOH MORRISVILLE, LLG ~ o~o~, ~
GDP'6'LETION OF THE GONSTRUGTION, ~i ,,_GO,~„, ~R,~,ON OF THE DEVICES 70 WETLANDS C5 330 Green PER - SNrS~u D NOT OGGUR UNTIL ALL GONSTRUG710N 15 COMPLETE AND THE. n~~~~ AREA TO TWE --pw 540 Yellau/Green E'ER ~ PER ARROIU aRUI-t PELrANDRA vlRr~wcA 2 PLUS IS 8530 COLONNADE BLVD. SUITE 600 Cry ~0
WETLAND 15 COMPLETELY STABILIZED WI PA S~,IG7URE5. Abj,ZyE6ETATION. Pe 49o Purplleh,alue pEl~ TING IN T a~ 58 whftc, PER ~,-bi~~ I'ER PICKERELW~D pONtFDERIA GoR>,ara z PLUG IS 5AN ANTONIO, TX 1S23D-220q ~~''z~11r1 ai?111°+~~,
tfte PER 13ROaDLEA~ ARROUJF~AD 3AGITtA1:lA LATIFOLIA 2 PLUG 24 PH. 21D.641.5457 FAX. [phone] tfte PER LIZARDS TAIL SAUf CERN~7US 2 PLUG 2a
II, THE WETLAND DRAIN SHOULD BE R1LLY OPEtJED FOR NO MORE THAN 3 DAYS PRIOR TO THE ~ ~ ~ ~ -_-~'f~ E'ER PLANTING DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY. sT 420 arcwrvGr~sn PER vCa~sen PER SOF'f51PM BILRUS41 SC4~NGPI_ECnls TAl3FRNAEMOAIraw z PLUG za Town of Morrisville
EQUAL EQUAL EQUAL sA z9o -_6rcwnrCaeen PER tirGn~n PER AMEI21GaN BUR-REED SPARGANlilh1 AMERIGANUM PLUG 24 APPROVED FOR CONSTRiJCTfON P ~
12. ALL NEW WETLAND PLANTINGS TO BE WATERED A5 REQUIRED DURING INITIAL GROWING TOTAL 3100 SEASON TO KEEP PLANT5 HEALTHY AND PROMOTE GROWTH.
HERBACEOUS PLANTS (HIGH MAR3NJ 4" MIN. TOPSOIL 13. A MINIMUM TWO-YEAR WARRANTY PERIOD SHALL BE PROVIDED BY THE CONTRACTOR FOR PLANT Iv 96 ~~~i31ue f'Icwera PER tuiC~N MARSNJ I' ' tlJ elcw~ PER sOUiHE~I BLUE rLAG IRIS It~15 wRGINGA PLUG 18 Signature: Date: t i3 g i LLI
(SEi: NOTES #2 SURVIVAUREPLAGEMENT. JE 37 Green PER PER r r~SN JUNCUB ~-r~~u' PLUG 1a Tawn of Morrisville, n Engineer Date/initials 7
AND #5) AI 3B Plnk PER 'Ink PER SWAMP MILKUIEED ASCLEF'IAS INGARNATA pLUCi 2d 1<Gn~n PER UK:OLGRASS SGRPI~+ GYPERINUS PLUG za Engineering: f ~ i ~
FINISH GRADE 14. AT THE END CJF 7FE FIRST YEAR ANp AGAIN AT ThE END OF THE TWO-YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE MUST BE REPLACED. ESTABLISHMENT PROCEDURES, SUG A5 3Y 107 BrowNGr~en PER CONTROL OF INVASIVE NEEDS, ANIMAL AND VANDAL DAMAGE, MULCHING, RE-STAKING, WATERING, TOTAL 300 Planning: ~
I I ~ AND MESH OR TUBE PROTECTION REPLACEMENT, SFIALL BE IMPLEMENI'E17 TO THE EXTENT' NEEDEq Other (specify): LL
- ~ - ~ I ~ ~ 1 ~ I~v:' ~ TO ENSURE PLANT SURVIVAL. STAKING MUST BE REMOVED AFTER ESTABLISHMENT SHRUBS !HIGH MARSH) ' , I I! ~ ~ . , T I I ALL WOODY PLAM'S. CA 136 Ulhltlah P rk eras _ (APPROXIMATELY 12 MONITVS) 0 PREVENT GIRDL NG (STRANGE NG) OF ~t Pfrk SHRU3 SUlEET PEFPER~I.°H CLErHRA ALwFOI..IA I GALLON 5
_i I _ ~ ~ -1 ~ ~ ~ f , PLANTING SOILS ICs 93 Greenish Whiae 51~IR1~ l:. I iI I , _ , ; (SEE NOTE C~~~S~ ANIMAL ~'~~T GUNTRDL NOTE . I~ ,B sh Whiae sWRU3 INK15rRRY ILEX GLA~4 I GALLON 5
c ~ ~ ` _ - - - _ I - i RP $5 P i~E= ~--~~I--_ !I!- -I I sN r~z wnfr~ SNRl6 I I ! - - ; - I I i .~..~i' ' UNDISTURBED CONTRACTOR SHOULD NOTE THAT GEESE ARE PRESENT IN AND AROUND THIS SITE. GEESE ARE VERY 'itic SHRUB SUd4MP ROSE ROSa PALUS1RIS I GALLON 5 tfte SNRU6 ELDERBERRY 9AMBUCUB CANADENSIS KsaLLOIJ v Signature, Date:
~ i _ , Y --i ! T -._I ~ ~ I ~ I ~ -I I L- , ! ~ I DAMAGING TO WETLAND PLANTINGS, PARTICULARLY AFTER THEY ARE FIRST PLANTED BEFORE THE TOTAL 37~ I ! ~ ~ ! ~ ~ I~ , - ~ I ~ I ; GRADE OR { ! ~ I ! ~ t _ i - _.-1 ! ' _ _'i - ROOT SYSTEM BECOMES E5TABLI5HED APb THE PLANTINGS NAVE AT LEAST ONE GROWING SEASON - Town of Cary Utilities, Water and Sewer
I I ~ _ ~ I COMPACTED ~ I ..__I -1 ~ I I ~ ..W ~ I I ~ -i i ( I I ~ -i ~ ~--i 4 ! I ~ I~ I ~ . ~ , . I ~ i r0 rtATt~E. GDN>RAGTOR To tNGLt~E WITHIx HID PRIDE PRavl5lot~ ~vR r,~t-S~IRD/AwMAL I! i! .-III ~II DE I I r-I I I , I ; I I _ i i I I i --I I ! III I -I ! ~-~--i I I-'_. , ~ I , ~~+UBGRA
CONTROL TO PREVENT GEESE/BIRDS/ANIMALS FROM EATING, DAMAGING, OR DESTROYING NEWLY I/2 ROOT BALL DIA. (TYPJ PLANTED WETLAND VEGETATION. MEA51N2E5 SHOULD BE INSTALLED TO PROTECT PLANT5 UNTIL THE Engineering Inspection Services must be contacted 1919) 463-6907 at a minimum 24 hours prior to
,.r_m, A~,r. n, A"erlui_~_ Ae]c ,.Id 1 C!!TA"11 IGI.~n l7/1:_GIIII G m/N /IGI/Y.iG ItJ/1 Ik9L' IACGII/"CTTIIJ/ TA ..v_ __.~...._W__....,__. _s__.. a _ ~
I 1 I`C ILn19V rLnl`11 IIF7a /11X_ Iy~ La111GL1?fILV. rv:+ilI VL.1,. rryy v.?.v4/ . ?iN 7- PROTECT PLANTS, HIRING OUTSIDE PARTIES WITH PEST CONTROL EXPERIENCE, NON-TOXIC SPRAYS Lne LurmneMV11MIC ui any wnSUUGnUn duavnies, 'r4 14 0- g I U -pn ~J F-
A U5 pLAITI NG DETAIL APPLIED TO PLANTING5, ARTIFICAL FLOATING PREDATORS, ETC, CONTRACTOR TO WORK WITH fi~B GEO HE
N,T,S QUALIFIED PARTY EXPERIENCED IN 4EESE/PEST CONTROL AS NECE55ARY TO PROTECT NEW WETLANDS.
REVISIONS:
GON5TRU0T10N PLAN 5U5 MITTAL SCALE: AS SHOWN LANDSCAPE PLAN REVI EW COMMENTS 07- 0
- REVIEW COMMENTS 10- 1REVIEW COMMENTS 01-04-1 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 42
DATE MAY 4, 2010 PHASE 2
SHILOH CRO55ING F 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609, Phone 919 / 781.0300. Fax [phone]. Email [e-mail] / Finn 9: C-0488
SPONSORED BY. SHILOH MORRISVILLE, LL( PROJECT LOCATION! MORRISVILLE, N.G PROJECT; 2009- 009, 00 1 I EXTENDED DETENTION WETLAND PLAN4:TT:llN;G6j
R A NO PRO] EGT5\XCTHER512009-909.C01 5HILOH GRO351N6 - MORPI5VILLE\1)A5\(a6TRUCTIOd\ATH 5UBMITTAL\ 42-5HMP-PLPNTIN6.CW6 tan G6, 2011 - 2:36 PM , GREG REL.EA5ED FOR GON5TRUGTION

i I # ~ VR~? ; . I l f .y{yw~~^~ ~ f ~ . _ ~
I f l '~aI 6 I i / / , i.~J / P ~ HANDWNEEL PLASTID SOLUTIONS PYRAMID TRASH RAGK OR APPROVED EQUAL W/ MIN.
I _lS'. H.W,, 1015 a-- I T ~ V,: `34 ~
II QUADRAN~REMOVAB~E OR AGGE55 12 MIN
~ /W k ' ~ ~ ? ~ ~ ~C ~ , (5EE SHEET 41 FOR DETAILS)
i q. / ,
~ l
-.3 ~ i , 7 / << / , 1 k t
J \
I / ` ' ~ ~I ~ , TOP OP RISER = 35.0
l ~ , i. . _ WATER ADJUSTABLE
, ~ ~ _ .y ~b ~ ? ~ ' i i ~ ~ ~ ~ i r~ 6- QUALITY a ~ STEM GUIDE ~ SEE a~DiM)=NT BA51N #3
ORIFICE ® ° pETAILS ON SHEET 31 POR
~ ~ r 1 2 L.F. INITIAL CONSTRUCTION
D , _ I. ~ - - ~ ~ 9 ~ ' ' 1~ ~ _ 12 . _ ~ : , j k ' Z I _ ~ ~ J _ I i ~ ~ r / i 6 0,5" PVG i'-o°
' l ~ I ' ~ i Q (TYPJ ~ INFORMATION.
~ I f ~ - _ ~ ~ ~ ~ ~ ~.J ~ i 5 ~ ~ ~ i q~~
~ .H. ~ ~ ~ , a
TnP OF'_ ~ _ I 4, / i ~ , ; y ~ _ STEPS PER
1 , F~ ` ; r ~ ~ ~ 1 ~ , , STANDARD
e - I 62.0 ~ . /y _ , EXTERIOR STEPS DETAIL SEE
f ` -r-=-----~= ~ ~ ~ r-T ~ _ ! r AS REQUIRED FOR NGDOT 840.bb)
/ 4 F GE T TOIL ~ ~ LF AGGE55
~ 5 ~ ~ E NT N~.- ;E S~ME ~ ~ 1- 1D_...-- / i _ ~ I ~S~UM~'T 1015: (n~') a
' , DET IL ,H~E~ 1_; - ~ ~
.1 ~ ~ ~ ~ 7 ~f ~ _ ~ ATH.._ _ _ . ~
=1 ~ ; '~..:W RATIO = ~V. ~ ~ ~ m~ ~ I,, a~~ U SIP (FJ~pLAir~ ~Np)
~5~ I N.G - ~'H~5~5 2 ~ ~ 8.. P~uG v~~VE ~a
!y ~ SUMMARY 41= IMf'~ ARY OF IMPERVIOUS AREAS MIN, - 112"xl/2" WWM V+RAPPED
~ , RISER !014 ; ,
- TC?P:-358.0 i ~ a SEDIMEN Ih'I~'~ au. T , . ~ TaTAL 351.0 2' MIN. OVER OPENING 'T'FRVIOUS - IMPFI~VIOl15 fMPFRVI0U5 Ii'fi5RVI0U5
~ T:' ; ~ 08~ - ® ~ T••: ~ ~ ~ ~ LDT ~a I20AD A1~7 ~ ~ OU 350.6.-~~ ~ ~ A ~ ~ ~ DEPTH ~ ~ P110, l~ ~ SIC~IJALK 2OAD A1~7 A11DT11=D IN ~
~ TO ~ 354 5, ~ ~1 s - 4 ~ lAC) 51t~1JALK 5f'1=CIAL 1.15E C~YELO~'MEN1' Lp 2 01= DIP INVERT
~ I ~ ~ ` MAR /ER ~ cacl CN ,..350.. ~ ~G i E GRO , cacl FLAN ~AC~ AT BUTTON OF POND
0U~ ~4 : . i ~ - ; ~ P~n~l / 1 CX.11~'Af~FI. 1,57 U,32 ~ wwr ,SEE SWMI- . - Io _ ~ ~ _ ~ , ~ f ' - , _ , _ f 3 1T'A1~EL 1.83 0.16 v,32 1.20 v.s8 76,530 30" RGP 0.16 1,31 1,15 71,66~e O OUTLET PIPE
1 ~ - - ~ :DETAILS ~ ~ _ / ~ ' ~ 4 OUTC'Afi~Fl 1,T2 0.34 0.34 I,29 D.95 74,83 ~'WX2'Dx0.3'H GONG. ° ~ PROVIDE
r. .~~Z ` ~ i \ 5 DUlI'Ai~EL 2,D7 0,33 _ SUPPORT FOR S" PLUG a WATERTIGHT SEAL 350.7 0,33 1,43 I,1O C~9.08~
F ~ ~ 6 DU1~''Ai~EI. " _ ~ i 2,43 D,DS D,GS 1,54 1,49 63.37°iA VALVE
, _ ~ ~ ~ 7 outfaaRC~L 2.32 0.10 o.lv 1,26 I.I6 54.22% PRECAST MANHOLE TO $E ~'ROVIDE
. - ~ ` ~ . _ _ ~y ~ ~ _..8 U11~'AieGEL 2,01 0.16 ~ D.16 I,IS i.cn 58.7I~o WATERTIGHT ° FILL BASE WITH 1.7' OF BUILT IN ONE SECTION. IF a SEAL CONCRETE TO INVERT
.54~ 0 ~ / ~ I ~ oumAi~El.. 2.38 a,35 y,, 0,35 ?,I2 o,~s 4r.O~~o MANHOLE 15 70 BE BUILT WITH a ~ ~ a G
; ( ~ ~ I i l0 011tPA~EL 2~ 0,38 0,38 I,69 1,31 74.I2'i, MULTIPLE RISER BARREL a
, , ~ ( I J 11 oF'khJ "apAG1= 1239 O.QO o.aD 1,22 v.s2 9.85go SECTIONS IT SHALL NAVE ~ 34,0
~ ( I 12 FLEX i~ETAIL 23,21 0.9d I w u~ 0,~4 15.75 i4,sa 6y.85~o GASKET JOINTS, AND EACH
l ; - , I i 7oTAL5 54,22 3,53 3,53 28.9 25.46 53,47% SECTION SHALL BE BOLTED ° 348,50
~ i ~ I TO ADJACENT SECTION WITH
r~ ~TAINLI=~~ ~T~~L ~TRAP~. ~,~~G~~Y Ga~G~~T~ M~NHaL
, - , _ R THIS DEVICE TO BE UTILIZED A5 A ~~T~~: NDr ro SCALE
~ SEDIMENT BASIN DURING CONSTRUCTION
_ , , TEMPORARY WET POND uD° OF PHASE 2. ONCE PHASE 2 D"
y ~ ~ ~ " f P45T DEVELOPMENT DRAINAGE , " DRAINAGE AREA = x.10 AG
,f' - ~ CONSTRUCTION 15 COMPLETE, THE PROP05ED/EX57, IMPIRVIC - ~ ~ .57, IMPERVIOUS SURFACE - 0.21 AG Il'~TALLATIOU PROC~: (PER MANUFAGTI~ER)
as 3o I 3o qo _ DEVICE WILL BE GONVEf~TED TO A PROPOS'rD/ExST, LAWN ~ G i ~ .ST, LAWN ~ LANDSCAPE - 6.8q AG I. LIFT TRASH RAGK ONTO CONCRETE STR.UGTURE (TYPICALLY
,.M TEMPORARY WET POND, BMP WILL SEE SHEET 28 I?oR Po~T-D~v~LOP1 ~T-DEVELOPMENT DRAINAGE AREAS TO TEMP. WET POND GAN BE DONE WITH i - 2 PER5ON5)NaTEt roP OF ~ STRUCTURE MUST BE SOUND AND FLAT (YVITHIN I/S") AROUND
~ REMAIN A TEMPORARY WET POND UNTIL TOP OF MOUNTING SURFACE---MOUNTING A PLASTIC
_ ~ EXST. GRADE . --._d „ _ ~ PHASE 3 CONSTRUCTION, SOLUTIONS TRASH RAGK TD A 5TRUGIURE TWAT 15 NOT SOUND WILL VOID YOUR WARRANTY.
t PROP. GRADE I - 30
TY ~ ~t I 2. POSITION (CENTER) TRASH RAGK ON STRUGTIJRE AND MARK I~( ALL MOUNTING HOLE LOGATION~a.
3, REMOVE TRASH RAGK FROM CONCRETE STRUCTURE,
_ _ __.___m.________ V..O1D_.SP~~GE.~ _.~E. I~~~ ~?~I I~~~ ? 4. DRILL MOUNTING HOLES U51Nt? A 3/S" DIAMETCR MASONRY
IL SAGKFILLED ITH 3000-PSI G, ll '~`~I II y DRILL BIT
u~ ~ ~ r ?~I I~L/ VL~ 5 (SUPPLIEpIB X 3" STAINLE55 STEEL ANCHOR BOLTS b. LIFT TRASH RAGK OVER ANCHOR BOLTS -INSURE TRASH
_ _ _FLOWA~~LE APPROx. RAGK 15 COMPLETELY FLUSH AGAINST CONCRETE
~ - 48 GONG. _ No. ~uDrr+ ve~r++ arc ~ Q u~ FILL THAT MEE S OR c~ra (Fr) axa IDTH DEPTH STONE DSO VIO FT) axa nN~ (FPS) MOUNTING SURFACE AND THEN SECURE USING FLAT
.__________.m.__-_.m..____,. _ - ;v ~ -._w_ JER.. _ _~G,~ I 12 l0 24 GLA+,5 lO 24 GLASS "B" 13 8.1 HOPE WASHERS AND NUTS (SUPPLIED) „ „ STRUCTURAL "f. INSURE ALL ANCHOR BOLT NUTS ARE TIGHT AND SECURE.
~ ii ~ www2ww 24 24 24 GLA5 - ~ ~ W/48 TRAS RACK ww 20 24 GLAS 24 24 GLASS 2 23 q,S 2O 24 GLA55 "2" 23 q.3 PLASTID DO NOT DVERTIGH7ENI
3 23 I l0 24 GLA55 °B" 13 INLET IF YOU HAVE ANY QUESTIONS GONGERNING MOUNTING, PLEASE
~ TOP: 358.0 >n AT ALL UTILIT GR0551 NG5 4w 12 ° a4 GLAS ww _ . .-w__...__ W...._.__ ~ 5 20 20 24 GLAS _ I yw b 12 24 GLAS 20 24 GLASS "2° 23 q.8 ,T,.~yl,~w GALL OUR TOLL FREE NUI~ER AT 81"t-8`17-5`f2`I.
~ p~ , 12 24 GLA55 "B" 13 INLET
_ _ _ _ __~.___-_s___.__ 1 10 O 2 GLAS _ - ~~~NNO-T--~E-M ~NT~~NE~}-------- IO 24 GLA55 "B" 13 INLET
- ~ # Sww ~p 20 24 GLAS . wwwgw 20 20 24 GLAS 20 24 GLASS "2" 2v IO,3 20 24 GLA55 "B" 13 13.5 PLASTID SOLUTIONS IND.
_i'.._._ wwwlOw I~ l0 24 GLAS lO 24 GLA55 "B" 13 II.O TRASH RAGK OR EQUAL
~ Q'u ~ Z i www w 50 25 24 GL,AS TOP OF ISER TO BE ~ ~ ~ - IN. I. FREEB ARD 25 24 GL,A55 "2" 23 18.3 8T7-8T7-5727
- - www w 16 12 4 ~ TI N: ~~II I2 2 GLA5 FLUSH F R PROPER ELEVA 0 60. 12 24 GLA55 "B" t3 12.5
~ wv~aGlrr RecuGrloN RIP RAF DUGTION RIP RAP PAD NRP1
:W FOR~ADDIrI4NAL DIN~N5ION 2DY4I2Y~"
RACK WTR. ELEVATION: 5Q.1 I www~E view FoR nvnlrloN ..d . _ . ti RE'GUIREMENI`5 FOR tt2, q, 10, I I 1'~~~~._,___....._.w.. 5 FOR #2, q, 10, II, a 12
TOP WATER QUALITY POOL ELEV = 355,0 ~ ELEVATION: ± 58.5q ~0~~ ~ 0
T- E~ D~VIG~ NOTES: 0D
5~7.5 REQ'D_ WAT R QUAL I TY PO L ELEV = +357 ; I I ~ ~ - - - - - - - - - - - - _ ~ ~ _ i. NEED 3=4R AN ANTI-SEEP DEVI f F-AG--E- I"I-SEEP DEVICE TO BE EVALUATED DURING GONSTRUGTION BY THE ® 1
35 ~ , ; NO MAL POOL EL V - 35rt.0 q ~ - . + G~oTirGHNiGAL ENGINEER. IF 6.5 - ~ _ ELEVATION. _ 58.12 yGINEER. IF GEOTEGHNIGAL ENGINEER DETERMINES THAT AN
ANTI~SEEP DEVICE 15 NOT NEG ~'i;; ~ ~ ~ _ 'f R ~ATT~R 5 G~ E 15 NOT NECESSARY, NONE SHALL BE INSTALLED. TQPOF Rl~ft RNGK A~MBL,Y
N TAPER FORE AY WHERE " ~ ~ , ~C I + 2. CONCRETE ANTI-SEEP GOLLAF iEEP DOLLAR SHOWN 15 ONE OPTION FOR RN ANTI-SEEP DEVICE. IF Pp?{~T PYD 4$
~i'~ +3 4.62 >=ouND ro BE WARRANTED ~Y 2RANTED BY THE GEOTEGHNIGAL ENGINEER, THEN GEOTEGHNIGAL ¦ ¦
w/ 'i ;'V~~ A - 4 ! - ~ ------PQQL_A_ REA_- RIMARY SPILLW Y ELEV.: 358.0 1WNGIN3=ER 15 TO DETERMINE W~ - - - f ~TERMINE WHAT TYPE OF ANTI-SEEP DEVICE SHOULD BE USED. PLASTIC LL/
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~ . ~ OTTOM OF PO D: 353.0 _ _ ON.G. ~~P.____._.__ '~f f/"" II //''IIIII f~j saLt~TloNs I l,./~L.VU~~ I (V~~: Y~ P.O. Box X1386 W N`inchester VA 22604
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,~y,~~ ~/.~/~~~i "~r~~ ~ ~~r~~r~?~~~ i~,~.~ ~ RG ~ DETAIN 5H ET 43 ~ / ~ / ; Ai / ~ / ~ ~ ~ - TfD"214XMX62.4L81GF GO 2.4 LB1GP 'CONTRACTOR Tp VERIFY THAT I I ~ ~ ~ ~
. ' , ~ , , 0 11'(51"214 X q50 X 62,4 LJ~GF ~ ~,v~~„~/~~/~/v~~ ~ ,r;~/~\iv\~ , ~~i,.~/ ~/~,/~~•..~/V ~ SEE ANTI- EEP = u ~a Tr~a 'X62,4L~GF V~IGNT5 OF ALL RISER SECTIONS, '"f~ I I ~,r~~ ~ L? ~~~~I r ~~V~ L/ f-~ ~'1 TRASH RAGK, AND PLUG VALVE ARE . J
. mm..w+.rw L191 EQUAL TO OR GREATER THAN THOSE NOT TO SCALE LISTED BELOW.
i ~ VEIGNT OF RISER - FROM MANJF CLAY LINER R EQUAL THIS SHEET CONTRACTOR
~----~~-I A.--- 4.0' R15ER + htr I.D' RISER RESPONSIBLE FOR
SEE NOTE BE OWE ~ - - •wr : wT 4~ Bn~ + wr 4.0' R15ER+>~ IDS ~ ~ ~ _ ORIFICE wT I.1~ Doric. Flu (~r. - 15W~~cF) + _ __..______.~...__.__.I..___ _._._..._.._.m.__....._.._..._.._.. WT.TRASMRACK+Wi'OFPLUbYALV L (YtC. = ~/GP) + PROVID(NC~ ADAITIONAL + Y{1' 4F PLUb YALVE ASSLMBI.Y ANGHORING/WEI6HT TO Town of Morrisville
'~*UNLESS OTHER ISE DIRECTED B THE GEOTEGHNIG L ENGINEER/SOIL PROVIDE 13,'!5'f LB. ,~OP~I~TY OWNER .AND U
OUT 350. I = 5,244 LB + 4A44 LB + +865 LB + 3,2 -~N~~-`~3~ IQN- , ___-_.___,,_..__°___...._____...__._~_.~_m_~__. _l3151LB • LB + +865 LB + 3,244 LB + 225 Ls +115 LB ~T: APpRQVEI? FOR CONSTRUCTION SHILOH MORRISVILLE, LLG W
IN R WITM AN I ILTRATION RATE OF LESS THAN 0. I IN1MR SMALL BE I L E Q830 COLONNADE BLVD., SUITE 600 Signature: ~ Date: i B ~ 2 a 11 ~
--WSTA~-i::ED-~~At C~-T~tE_ENTtRE- fi3M.0P_TNE~-1=8 -~`~-AND--WE-T___ ~..._m_____m_______ _._~_.~__._.._______w_ Nai NOTE: SAN ANTONIO, TX 75230-220q
ALL CONSTRUCTION ANC POND AREAS T ENSURE THRT WA R IS MAINTAINS IN THSSS TWO 'RUCTION AND MATERIALS TO BE IN PW. 210.641.848"! FAX, 210.641.8463 Town of Morrisville, T ,i Engineer Date/Initials DANCE WITH THE ACCEPTED POLICIES Engineering: * j ~ ~
5TRIGT AGC.ORDANCE WITH ~~~~~~=~~~~-Fl O~ THE TOWN OE MORF )WN OF MORRISVILLE, AND UNLESS ~~,~Iruru~~ Planning: ~ ~
GUT-OFF TR NGH :1=ER5 TO THE NORTH CAROLINA DEPT. ~~~~`'s~N ~,A1~Q~0~~, Other [specify):
~FOREB T0M-~~V~-3- _ _ , , , , _ , _ A~?T SP'EGIPIED, DE1=ER5 TQ TWE ' ~J' ~EE~ EM~r~c-N MEAT H T I I E 01r TRANSPORTATION I S EE 3 F0 S Z >PORTATION (NGDOT) STANDARDS, a~0~ s~~ o,
BOTTOM OF OND ELEV~ 35 .O _ _ _ _..__~__r______________ 51~GIEIGATION _ .~;U.~T ~1---- --USA--G~. AND -MATE 'EGIFIGATIONS, d DETAILS.
FOREBAY B TTOM SEDIME T STORAGE EL V=352.0 SEE SHEET 2 PROCEDURE AND TONGUE AND AL Signature: ~1 - Date: Z
- - -EL V=-~,~:0- - __.1i ~ _m____EOR--~ETA~L _ GoNTRAGTOR SHALL BE v.__ --BOTTOM OF- - k~--SED+ --ST-E~R~A~E-- 01RE~1 a ON- wR~z~ GRao o RING OR SHALL BE RESPONSIBLE FOR ~ ~ 269 7
THI= LOCATION OE ALL __=~#-kEET 43, _.__.---.___...._~,ASK-E- --~--~aNT~-___.._ _...~....____.~____.m_ t~Rlo~ To ~oiuNlNO of ~TION OF ALL EXISTING UTILITIES L~ ~_tl~ Town of Cary Utilities, Water and Sewer 3EGINNING OF ANY EXCAVATION, '.~q G~ ~ \
TIN DETAIL. EXISTING UTILITIES SHI UTILITIES SHOWN HEREON ARE ° n A~~` Engineering Inspection Services must he contacted (919 453-fi907 at a minimum 24 hours prior to 0
SSE EIGURS la-~i~ IN NG DWa BMP MA UAL POR ADDI 0 L W/0 LIF HOOKS,
4ATE AND ALL ARE NOT 5HClNN. I inecommencememorany consiruceionaawiries.
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GO NSTRUGTION FLAN SUBMITTAL SGALE. I°=30
STORMWATER MAN n%-W" I'IWFI= NIT PLAN RI EST CRAVEN SSOCIATES NC. 5 EW COMI~NT5 .AN REV N 5 EW COMMENTS ~ ?
SH I LOH CROSS I NG PHASE 2 GATE: MAY 4, 2010 WET POND AT SED I MENT BAS IN 5 LAND USE CONSU LTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
PROJECT: 2009-009,001 3803 - li Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781.0300. Fax 919 / 782-1288. Email PCAQPriestC.raven.com / firm C-0488
SPONSORED BY. SHILOH MORRISVILLE, LLG PROJECT LOCATION: MORRISVILLE, N. G. F.ILANP PROJECTSMTHER5\2009-009.001 SHILOH CROS5M& - MDRRISVI LE\UW6\LONSfRUGfIaj\4?H SUBMITTAL\ z5A--EMP-WET-PCND.F3,6 , Jan Ob, 2011 - 4;30 PH , 5RFG RELEASED FOR CONSTRUCTION

D W T A5 ~ ~ ,
O m GENERAL NOTES ~ USE a000 PSI MINIMUM COMPRBSSIUE STRENGTH CONCRETE. 'E, g ~ INTEflNAL MIN. MIN. MIN, CIRCUMFERENTIAL ~ Q * 'H
? ~ U10 Q FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS CONE~31 CONCENTRIC DIAMETER YJALL TOp(DOTTOM AREA DF STEEL 4`E~ . NPONENTS CONE 5~_~~-ECTION ry / o ~ = U NORM,AI- POOL NORM'~I° POOL
rp-p~0 ACCORDANCE WITH AASHTO MiRG. °,r (FT.) THICKNES6 SLAB TNICfWES6 PEA VERTTCAL FT. N°(,~
I. HEADWALLS TD BE PER NGDOT AND TOWN OF MORRISVILLE STANDARDS AND H~~xy ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" SPEGIFIGATIONS. SEE NGDOT 638.80. roDDm FROM THE TOP TD THE BOTTOM OF THE MANHOLE. ~CEO12" (IN.) (IN.) (SO. IN.) °O~=Z WQaLL~
y~.70 WHERE THE MANHOLE IS EXPOSED TO ADAD TRAFFIC, CONSTRUCT ISTRUCT ' 4 4 6 0.12 ~ ~ pC ° (0 A MTNIMUM 5 5 8 0.15 M- 2 Z W 2° X 4" PRESSURE TREATED 2" X 4" PRESSURE TREATED
I. NO WORK SHALL TAKE PLACE ON THE DAM WITHOUT GDORDINATING THE OBSERVATION AND x O THE TOP OF 7HE MANHOLE FLUSH WITH THE GROUND AND A MTNIMUM TESTING OF THE PROJECT GEDTEGHNIGAL ENGINEER. ALL 501E MATERIAI..S ARE TO BE 2. ALL RETAINING WALLS WITHIN THE SITE TO BE PER DESIGN BY qTl-IERS (INCLUDING ?~pH" of G" ABOVE THE GROUND AT OTHER LOCATIONS. ~ F- d
APPROVED BY THE GEOTEGHNIGAL ENGINEER PRIOR TO INCORPORATION INTO THE MATERIAL, HEIGHT, WIDTH, ALIGNMENT, ELEVATIONS, FOOTING, ETC.). SPOT ELEVATIONS "~-'Aiq LIMY DEPrH of FTLL r0 Ba'-a^ FROM FINISH GRADE TO TOP OF TOP OF 6' 6 8 0.18 O~ya WOOD P~T WOAD POST Z ~ -
EMBANKMENT. SHOWN ARE APPROXIMATE AND FOR REFERENCE ONLY, V BOTTOM SLAB. fDd ~ THE MIN. BLAB THICKNESS 'r' TS THE DIMENSION OF THE 'D~ a H ry PAINTED RED ~ PAINT'ED RED IE ALTERNATE CONE SECTION ?'=0" P n ? ~ ~
3. A HANDRAIL OR FENCE SHALL BE INSTALLED ALONG THE TOP OF ALL RETAINING WALLS z ~ THINNEST PaRrIDN DF rHE rOP1BaTTOM SLAB. 6RAOE RING-, r " _ STAINLESS STEEL BAND STAINLESS STEEL BAND
2. INSTALL EROSION CONTROL DEVICES PER THE PLAN, GALL FDR INSPI=GTIDN AND OBTAIN ' 'TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS GERTIFIGATE OF COMPLIANCE. HEADWALLS, AND DOWN THE TDPS DF ALL WINGWALLS WHERE THE DROP FROM THE ,0 A DISTINGUISHABLE TOP AND 80TTON. ~P SLAB HAS v MIN. AREA OF STEEL IE~ _ °b I3 0.07 in.a ~
TOP OF THE RETAINING WALL DR HEADWALL TO THE BASE OF THE WALL OR INVERT OF ap ro' + z 'w' ECCENTRIC CONE W1~N SILT LPL REAGHEy VJ-IEN SILT LEVEL READ!-~5
3, GUT ALL TREES AND REMOVE ALL EXISTING VEGETATION FROM THE EMBANKMENT SITE, THE PIPE 15 GREATER THAN OR EQUAL TO 36". m ~ 1" MIN. ~ADDITTONAL s" MAT(. sancit~ t"' THIS POINT, FOREBAY MU57 THIa POINT, FOREBAY MVST aR L o. ~ clACUM. A1F e~e~~ BE GLEANED OUT BE GLEANED OUT
CLR 1 #4 AEBAR 4. GRUB ALL TREE STUMPS, REMOVE ALL ROOT MAT, TOPSOIL, ORGANICS, POCKETS OF L005E 4, GUARDRAIL TO BE PLACED IN AREAS INDICATED DN PLAN, y o . LOCATE MALL REINFORCEMENT- ~ c, ~ IN MIDDLE TNIAD OF WALL ° t(( PAINTED FLUDRESGENT PAINTED FLUORE5GBNT
SAND GRAVEL AND ANY UNSUITABLE MATERIAL FOUND ALONG THE EMBANKMENT SITE. ~ ' I ~I ~ ~ o ~ N ORANGE BELOW 5TE1~L BAND M ORANGE t3ELOW STEEL BAND
~ ~ ? ~ ,T, 1" MIN. USE MIN. AREA OF STEEL IN T( • I- CLR. SLAB Of #a'S & 8" CTS, AREA OF STEEL IN TOP V. #a's @ a° Grs. STEP 5TD. ~ BOTTOM OF FOREBAY BOTTOM OF FOREBAY
5. THE GDNTRAGTOR SHALL TAKE THE APPROPRIATE MEASURES A5 NECESSARY TD PROTECT THE ~ Z ~ EACHwAV~EACH FACE EACH FACE / N0. 840.66 ~ W
AREA OF GONSTRUGTION FROM STREAM FLOW AND STORMWATER RUNOFF. I, EXTENDED DETENTION WETLAND TO EiE GONSTRUGTEO PER FIGURE q-~ BELOW UNLESS ro ~ x FLAT TOP SLAB OTHERWISE DIRECTED BY GEOTEGHNIGAL ENGINEER/501L SCIENTIST BASED ON FIELD ~ ~ r G7 ~a r~o aura sm, xo. clACUMFERENTIAL ~ _ ~ STAINLESS STEEL BAND ~ STAINLC-55 STEEL BAND sm, xs. ~ ' REINFOACEMENTj Q Q. dJ ~
6, EXCAVATE, BAGKFILL AND COMPACT THE GUT OFF TRENCH PER THE PLANS AND DIRECTION OF OBSERVATIONS AND SHALLOW GROUNDWATER ELEVATION (SEE ~2 BELOW). FOUR INCHES S rn n TP0.FFSC 9EAP]!kl aa.sr am.ar a~' ~ Q ~ ANCHOR SEDIMENT MARKER IN _ ~ ANCHOR SEDIMENT MARKER IN ~l--=~-~~ ~ LONGITUDINAL ? ~
THE GEOTEGHNIGAL ENGINEER, OF TOPSOIL MEETING THE REQUIREMENTS OUTLINED IN THESE PLANS SHALL BE INSTALLED ~ z ~AODITIONAL #a EADH G ,A p SIDE OF OPENING (1" noxreAFF,ceaw~~xG: eao.aa ADD eao.as ADDITIONAL #4 EACH REINFORCEMENT (MIN. ~ N ~ GROUND WITH CONCRETE. MINIMUM GROUND WITH GONGRETTw, MINIMUM eao.za _ SIDE OF OPENING (1" A5 = 0.12 IN.a1F7.) tL w~ I~" DIAMETER HOLE, IS" DEEP. 12° DIAMETER HOLE, Ib" DEEP.
TO PROVIDE FOR AN ADEQUATE GROWING ENVIRONMENT FOR THE WETLAND PLANTINGS. ' D CLEAR OF 80TTOM FACE eao.za ~ SIO PLACE BRAS DIAGONAL aw.zo~ CLE RI N PARR L L ~ N © TO CORNEAS (TYP. ~ °4029 eao.zs ~ CLEAR OF BOTTOM FACE) RISER-, ? G" Q ~
7. THE CUTOFF TRENCH SHALL BE EXCAVATED INTO IMPERVIOUS MATE AL ALO G OR L E a~-„ TD THE CENTERLINE OF THE EMBANKMENT A5 SHOWN ON THE PLANS AND A5 DIRECTED BY THE 2, PER THE 200rt EDITION OF THE NGDENR BMP MANUAL (INCLUDING CURRENT REVI510N5 AT ~ ~ . WETLANI? BMP WET PUND E~M~' ano.as Q = ~W~ `D' ~i ~ W ~
aA ~ ~ ~ GEOTEGHNIGAL ENGINEER. THE BOTTOM WIDTH SHALL BE A MINIMUM OF 5 FEET. THE DEPTH THE TIME OF PHASE 2 DESIGN), IF THE WETLAND INTERSECTS THE SHALLOW H Z ~ l ~ ~ ~ ~ ~ FRAME a GRATE rE ~ ~ SEE 5TD. 840.54 ~ ~ „~Z„" ~ N01~5:
SHALL BE AT LEAST FOUR FEET BELOW THE EXISTING GRADE, DR BOTTOM OF ANY PROPOSED GROUNDWATER TABLE, GROUNDWATER MAY BE UTILIZED TO MAINTAIN THE PERMANENT m ~ ~ ~ ~ - ~ FoR MANHOLE ~ cn I. SEE PLAN VIEW ON STORMWATER MANAGEMENT PLANS FOR APPROXIMATE LOCATION.
TRENCH OR EXCAVATION WHICHEVER 15 DEEPER OR A5 DIRECTED BY THE GEOTEGHNIGAL POOL ELEVATION (PPE) AT THE DESIGN ELEVATION. IN THIS CASE, THE DWQ REQUIRES C1 ~ ENGINEER. THE SIDE SI,.OPES OF THE TRENCH SHALL BE I TO I OR FLATTER. THE BAGKFILL THAT THE PPE E>£ NO MORE THAN 51X INGES ABOVE OR BELOW THE 5EA50NABLY HIGH ~ m ~ - ~ i BRING AND COVER .z, ~rBASE ~ ~ 2, t^II.IEN yEDIMENT HAS AGGUMULATED TO THE GLEAN OUT ELEVATION ON ANY SEDIMENT 7;_ ° ~ MARKER AGCUhtULAT~D SEDIMENT SHALL BE REMOVED FROM ENTIRE FOREBAY TO
SHALL BE COMPACTED WITH GONSTRUGTION EQUIPMENT, ROLLERS, OR HAND TAMPERS TO WATER TABLE SHWT . INSTALLATION OF AN IMPERMEABLE LINER BENEATH THE DEEP ~ ao ;!`-.-T-°-M- -''V h~ ~ `'^~,a~~ ^REINFORCEO CONC. W N ORIGINAL i3oTTaM ELEVATION, li i t , r , ~ - o --,v r o~, i Fl'G. (SEE 5TD. ~~^""''''I~VIT ~~p''^/~~}"~"'"'~~+"'~''~T fJ~ ~}'^'''}~^~'y ~~^''/~r'"T
ASSURE MAXIMUM DENSITY AND MINIMUM PERMEABILITY. POOLS MAY STILL BE REQUIRED DEPENDING ON 501E PERMEABILITY. GON7RAGTOR TO ' ~ , ~ ' ~S. 7' j _ _ ~ ° ° ~ ° _ 7625.01 IF ~ ~L.-~ I M.L.1 1 L/ L 1 1 ~ M/ ~~1 `L.1 1 J.s' L I ~ I ~ ~ - AEOUIRED Q
WORK WITH GEOTEGHNIGAL ENGINEER/501L SCIENTIST TO DETERMINE SHWT ELEVATION L= _ = = 6, INSTALL OUTLET STRUCTURE AS INDICATED ON THE PLAN. ~ ~ , ~ USE MIN. AREA OF STEEL ~ j , ~ TN BASE SLAB OF ~ ~
AND AL50 DETERMINE THE 501E PERMEABILITY TO DETERMINE IF A LINING 15 REQUIRED m ~ , # # ' ~ , ~ ~ _ _ _ - - - 0.12 ina PER LINEAR - _ _ _ _ W NOT TO aGALE FOOT EACH WAY d
W17W TE 12" ON CENTER INSIDE OF THE RISER.. (5EE 3 AND 4 BELOV~U, ~ I ~ ~ ~ ~ _ _ _ _ 4, RISER STRUCTURE IN POND TO BE PROVIDED 5 PS ' MAINTENANCE ACCESS AT
SEE NGDOT 840.Fib 3. IF THE SHWT 15 NOT PRESENT NEAR THE GROUND SURFACE, AND THE STORMWATER HEEr 1 of 1 'TYPICAL MANHOLE SECTION _ 10~ MAX. GRAD)~ - l^IETLAND B MANHOLE OPTION sNEE7 1 aF 1 20f5 MAX. GRAD -WETLAND G
WETLAND 15 TO BE PERCHED ABOVE THE WATER TABLE, OR LOCATED IN HIGHLY GRATED INLET OPTION MANHOLE 0 10. NO HEAVY EQUIPMENT GAN PA55 OVER CAST-IN PLAGE STRUCTURES UNTIL ADEQUATE DURING $40.52 $4a.5z GONG. DRIVEWAY
TIME H ELA ED. PERMEABLE SOILS LIKE GRAVELLY SANDS DR FRAGTURET7 BEDROCK, INSTALLATION OF A5 PS AN IMPERMEABLE SOIL/CLAY/GEOMEMBRANE LINER WITH AN INFILTRATION RATE OF LE55 ~°m NOTES: ~ APRON W/b" MIN, EXPANSION
~ TNSTALL ALL STEPS PROTRUDTNG 4" FROM TNSIDE FACE OF STA JSIDE FACE OF STRUCTURE WALL. THICKNESS JOINTS iATION, OR NATEAIALS FROM THOSE SHOWN NAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED w-Q 3'_II
I F M THE AREA AND BAGKFI . VISIBLE THAN O,OI IhUHR BENEATH THE ENTIRE BOTTOM OF DEEP POOLS AND SHALLOW WATER ~;'I STEPS DIFFERING TN DTNENSIONS, CONFIGURATION, OA NATEAI II. REMOVE ANY LOOSE OR SOFT, WET SO L5 RO LL ALL AREAS TO SUSTAIN THE PERMANENT POOL OF WATER 15 REQUIRED. o THE ENGTNEEA WITH DETAILS OF THE PROPOSED STEPS AND HAS ORGANIC DEBRIS SUCH A5 ROOT5 AND LIMBS. SHALL BE REMOVED FROM THE FILL MATERIAL DNa~ _ - rED STEPS AND HAS RECETVED WRITTEN APPROVAL FROM THE ENGINEER FOA THE USE OF SUCH STEPS Q~$ F.XISTINC7
PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT mzmi~ ~ a~ii Gad=~ ,.;q V ° 4 n _ - - -
EXCEEDING 5`~ BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCHES SHALL BE UNLESS OTHERWISE DIRECTED BY THE GEOTEGHNIGAL ENGINEER/SOIL SCIENTIST BASED ~p~~~ rn
REMOVED FROM FILL PRIOR 70 GOMPAGTION. ON FIELD DBSERVATIDNS (SEE NOTE #I ~ ABOVE), A 501E/CLAY/GEDMEMBRANE LINER xm~~ WITH AN INFILTRATION RATE OF LE55 THAN 0.01 INMR SHALL BE INSTALLED ALONG THE ~x~oo 1_"' ~ m m ~ ~ ~ ~ t`c- x ~ ~ w -1 ~ _ _ GONG, SIDEWALK
ENTIRE BOTTOM OF THE DEEP POOLS AND 7HE LOW MARSH AREAS TO ENSURE THAT • - 12. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF GOMPRE5SI8LE AND/DR UNSUITABLE SOILa z =m ~ ~ u. a ~ COMPACTED W/6 MIN. THICKNESS a °Tn ~ BAGKFILL
WATER 15 MAINTAINED IN THESE TWO AREAS. TWE HIGH MARSH AREA DOES NOT REQUIRE ~~a ~ ~ ~ ~ IN ADDITION TD THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE ~ a i ~ m ~6„ ~ M1~ TYPICAL SECTION
PERFORMED AT THE DISCRETION OF THE GEOTEGHNIGAL ENGINEER AND SHALL BE MONITORED A CLAY LINER, FOUR INCHES OF TOPSOIL SHALL BE ADDED ON TOP OF THE LINER AS NH y : ~ ~"B - ~ ~ W ?
WELL A5 THROUGHOUT THE REMAINDER OF THE WETLAND DEVICE (INCLUDING THE PAM) °z AND DOCUMENTED. NO PORTIONS OF THE FOUNDA710N SOILS MAY BE STABILIZED WITH CRUSHED or A5 OUTLINED IN THESE PLANS TO PROMOTE AND SUSTAIN VEGETATION. ri ?
STONE. 1~~ ~ ~ ~ MAINTENANCE 1~'a~ ~ PLAN SIDE SI ~ ELEVATION ACCESS
13. PLAGE EMBANKMENT MATERIAL IN 6 INCH LOOSE LIFTS AND COMPACT TO A DENSITY DF AT 5. CONTRACTOR TO HAVE GEOTEGHNIGAL ENGINEER OR 501E SCIENTIST PERFORM A SOIL PLAN SIDE SIDE
LEAST qS:K STANDARD PROCTOR. GOMPAGTION TESTING SHALL BE PERFORMED BY THE ANALY515 WITHIN THE STORMWATER FAGILITY AREA TO DETERMINE VIABILITY OF 501L5 ELEVATION ELEVATION ~ ~ I/2"
GEOTECHNIGAL ENGINEER AT LOCATIONS AND FREQUENCY TO BE DETERMINED BY rHE TO ASSURE HEALTHY VEGETATION GROWTH AND TO PROVIDE ADEQUATE FILTRATION - RATES THRDUGW THE TOPSOIL LAYER. IMPORTED DR IN-SITU SOILS SHOULD BE © ~u ~ GEOTEGHNIGAL ENGINEER BASED ON THEIR .JUDGMENT AND EXPERIENCE, 5GARIFY EACH LIFT TO ~ m ~ I~ H EXPAN510
FORM A GOOD BOND WITH THE NEXT LIFT, BENCH EACH LIFT INTO 7HE EXISTING SLOPE. TESTS AMENDED WITH ORGANIC MATERIAL PER THE GEOTEGHNIGAL ENGINEfR/501L SCIENTI5T ~ _ o W JOINTS B~
FOR PERCENT COMPACTION OF THE PLACED FILL IN THE DAM MUST BE PERFORMED A5 RECOMMENDATIONS BASED ON THE RESULTS OF THE 501E ANALY515. ~ r Z N ~ ~ 1'-0° ~ 1ay2° CAST IRON CAST IRON z N _
QUALITY CONTROL FOR 7HE GON57RUGTION OF THE DAM. GONTRAG70R SHALL COORDINATE SO y = CAST THAT THESE TE5T5 GAN BE DONE. ALL PORTIONS NOT CONFORMING TO THE SPECIFIED DEGREE b. THE 501E ANALYSIS SHALL AT A MINIMUM INCLUDE THE FOLLOWING: 501E pH (WHETHER ~ ELEVATION ELEVATION ~ W
OF GOMPAGTION SHALL BE REWORKED OR REBUILT, ALL PORTIONS MUST ACHIEVE SPECIFIED ACID NEUTRAL, OR ALKAI-INE), SOIL 7EXIURE, 501E TEST NGDA ~ G5 (NUTRIENT CONTENT), m~'i o ~ 12'-0" MIN. A~ m
MINIMUM DEGREE DF GOMPAGTION. GpNTEN7 (PERCENT CLAY, ORGANIC MATERIAL, ETC.), HYDRAULIC GUNDUGTIVITY, AND N a - _ i~_,~" N, t~,s ? v CONCRETE
INFILTRATION RATE, ao D 14. THE EMBANKMENT FILL SffALL BE SLIGHTLY SLOPED TOWARD DOWN5TREAM TO PROMOTE THE ~ 0 1., e~° .m 11/4_" #6 BAR OA Q ~ DRIVEWAY 1 ~ / #6 BAR
DRAINAGE OF SURFACE WATER DURING CONSTRUCTION. 7. SOILS USED WITHIN THE STORMWATER WETLANDS MUST BE UNIFORM AND FREE OF -I o W 1/4" 1 ~ ~ GALV'D. ~ APRON 1~„ Q H
STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. ~ A ~ - EXISTING CURB EXPANSION
15. THE SURFACE DF THE EMBANKMENT SHALL BE SEALED OFF WITH A SMOOTH DRUM ROLLER m ~ I~ ~ ~ _ ~ AND GUTTER (TYP.) JOINT (TYP.)
PRIOR TO ANY PROLONGED DELAY SUCH AS AT THE END OF THE WEEK OR E~EFORE A 8. THE pH SHOULD BE BETWEEN 4.5 AND 1.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT ~ -f N ~ Pa FORECASTED STORM. 5GARIFY THE SMOOTH SURFACE BEFORE PLACING THE NEXT LIFT, MAY BE MODIFIED WITH LIME TO INCREASE THE pH OR IRON SULFATE AND SULFUR TD -I PIAN SIDE `~Pr POLYPROPYLENE ~ z °ELEVATION "B° PLAN VIEW
LOWER THE pH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO 501E PRIOR ~ ~ ELEVATION pE ~~PLASrzc ~ MINUS ELEVATION ~TION SIDE "A" EQUALS I INCH.
Ib, ANY EMBANKMENT FILL MATERIAL THAT 15 FROZEN OR 50FTENED BY SURFAGE WATER OR IGE TO USE. y 1-~--_ ~ ~ COMPOSITE SITE PLAN ELEVATION_ w Nom=
5HALL BE REMOVED PRIOR TO THE PLACEMENT DF THE NEXT LIFT.
9. SEE EROSION CONTROL PLANS FOR TOPSOIL STOCKPILE LOCATIONS TO BE UTILIZED 1 „ ~ I`f. ANY COMPACTION WITHIN THREE FEET FROM TI-E CONCRETE WALLS AND OTHER STRUCTURES FOR STORMWATER WETLANDS, ii° ~i I. CURB SHALL BE TAPERED TO t=1NISH FLUSH WITH SIDEWALK. m REINFORCING STEEL 2. r~EGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES l„y7~`9 _t BASED ON PRO.~GTION OF THE Pi2OPERTY LINE FROM THE ACCESS
SHALL BE PERFORMED BY A PORTABLE COMPAGTER TO AVOID DAMAGE TO THE STRUCTURE. ELEVATION I~TE: EASEMENT Llf`~ TO THE CURB LINE.
THE MAXIMUM LDDSE LIFT THICKNESS 5HALL BE 4 INCHES, AND MINIMUM GOMPAGTIDN 5HALL BE 10. IN SITU EXCAVATED 501E MAY BE USED FDR STORMWATER WETLANDS IF THE 501E s Ee~CR~E° 1 DEFORMED,. _ 12_°____~ DD NOT USE IN 3. ALL CONCRETE SHALL E~ 3000 P.5.1. rEEL R00 ~ SANITARY SEWER MANHOLES.
TO q5`~ STANDARD PROCTOR, GOMPAGTION TESTING FREQUENCY SHALL BE A5 DETERMINED BY ANALYSIS BY THE GEOTEGHNIGAL ENGINEER/501L SCIENTIST DETERMINES THE IN-51Ti1 SHEET 1 OF 1 SECTIO THE GEDTEGHNIGAL ENGINEER. 501L5 ARE ADEQUATE TO SUSTAIN HEALTHY WETLAND PLANTING VEGETATION GROWTH $40.66 ELEVATION SHEET 1 OF 1 SECTION A-A $40.166 ~~I Y ~ /"'~~f~OI V ~V Imo. ~M~ !'-ll„/l./L..~~
WHILE PROVIDING ADEQUATE INFILTRATION RATES THROUGH THE TOPSOIL. IN-SITU SOILS Nor Ta SCALE
18. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE 5HALL BE PLACED 50 THAT SHOULD BE AMENDED A5 REQUIRED TO PROVIDE FOR AN ADEQUATE GROWING
LIFTS ARE THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES. ENVIRONMENT FOR THE WETLAND PLANTINGS. t2" C.I. HANDWHE L PADLOCK
Iq. EARTHWORK GOMPAGTION WITHIN 3-FEET OF ANY STRUCTURES 5HALL BE AGGOMPLISHED BY II. CONTRACTOR TO WORK WITH QUALIFIED INDIVIDUALS, SUCH A5 A GEDTEGHNIGAL
MEANS OF HAND TAMPERS, MAI~IALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR ENGINEER, 501E SCIENTIST, OR THE LOCAL COOPERATIVE EXTENSION OR NRGS OFFICE, 1~K'' OF RISER
MINIATURIw SELF-PROPELLED ROLLER5. TO DETERMINE IN WRITING 7HE RECOMMENDED 501E AMENDMENTS, APPLICATION RATES,
AND TECHNIQUES FOR fNGDRPpRATING ANY REQUIRED AMENDMENTS TO THE IN SITU 20. THE GONSTRUGTION SITE SHALL BE KEPT DRY AT ALL TIMES BY MEANS OF COFFERDAMS, SUMP SOILS BASED ON THE 501E ANALYSIS. CONTRACTOR TO AMEND IN-51TU SOILS IN II" 8' AD~3STABLE STEM GUID ~ (SEE NAIL THIS SHEET ;
PUMPS, TRENCHES, PIPES AND ANY OTHER MEASURES OR EQUIPMENT THAT 15 REQUIRED. AN WITH RE M NDATI N5 OF SOILS SCIENTIST OR OTHER CC~JALIFIED ~ ' ACCORD GE GOM E 0
PROFE5510NAL. #4 REBAR ~ 12" O.G. IN FRONT rl; REAR NR Ex'rEN9ON STEM pNCRETE RISER r ~ (SEE DETAIL THIS SHEET)
21. MOISTURE CONTENT OF THE EMBANKMENT FILL DURING PLACEMENT 5HALL BE NO MORE THAN I`X I. NEED FOR AN ANTI-SEEP DEVICE TO BE BELOW r0 2AS ABOVE OPTIMUM MOISTURE CONTENT. DEPENDING ON CONDITIONS, DRYING OR 12. AVOID SMEARINGISMDOTHING OF SOILS WHEN EXCAVATING. INSTALL TOPSOIL LOOSELY EVALUATED DURING GONSTRUGTION BY THE ~ ~ , ~ ~ ' 4 ~ FACE OF COLLAR. REBAR TD HAVE 3.. k WALL . 4 MIN. GONGo COVER FROM EDGE OR FACE
SPRINKLING MAY' BE REQUIRED CARING GDNSTRUGTION. COMPACTED. GEOTEGHNICAL ENGINEER. IF GEOTECHNIGAL • OF COLLAR Q
ENGINEER DETERMINES THAT AN ANTI-SEEP B PLtlG VALVE O
22. THE EMBANKMENT FILL 5HALL BE PLACED AND COMPACTED IN A UNIFORM, CONTINUOUS 13. CONTRACTOR TO ACCOUNT FOR SETTLING OF LOOSELY COMPACTED SOILS FOR THE DEVICE 15 NOT NECESSARY, NONE 5HALL BE FASHION. CONTROLLED FILL, A5 SPECIFIED BY THE GEOTEGHNIGAL ENGINEER. WETLAND PLANTING SUCH THAT ONCE SETTLING OCCURS THE FINAL GRADES A5 SHOWN INSTALLED. 8 D,I, WALL PIPE a ~ ~QT~~: 8" DIP (FLr~LAIN END) t~ FLxPLAIN ENO)
DN THESE PLANS ARE MAINTAINED. `d I. ALL CONCRETE TO BE 3000 PSI NON-FLY " " ~INV = sgTTOM oT PoND ELEVATION) , ~ 1~2 x1 f2 WWM WRAPPED
23, L005E LAYERS WITHIN 3-FEET OF EITHER SIDE OF 7HE PRINCIPAL SPILLWAY PIPE TD A DEPTH ANTI- EEP O AR SHOWN 15 ONE " : ' ' ASH, OVER OPENING
- MPAGTED TO A DEN ITV OF NO LE55 THAN q5`~I 2. CONCRETE 5 G LL OF 2 FEET OVER THE PIPE) AND SHALL BE GO S 14. CONTRACTOR r0 OBTAIN AND FAMILIARIZE THEMSELVES WITH THE 20O't EDITION OF THE OPTION FOR AN ANTI-SEEP DEVICE. IF FC~JND TO ~ REFER ?t? _ . 2. APPLY Y2 THICK WRAP OF ASPHALTIC EMERGENCY DRAIN
DF THE STANDARD PROCTOR MAXIMUM DENSITY IN A MOISTURE CONTENT OF 2As DF THE NGDENR BMP MANUAL INCLUDING CURRENT REVI51pN5 AT THE TIME OF PHASE 2 DESIGN). ( BE WARRANTED BY THE GEOTEGHNIGAL ENGINEER, OPTIMUM MOISTURE CONTENT IN AGGORDANGE WITH ASTM D6~8, OR A5 DIRECTED BY THE CONTRACTOR TO REFER TO GRAFTERS 6 AND 4 OF THIS MANUAL FOR ADDITON DETAIL, THEN GEOTEGHNIGAL ENGINEER IS TD DETERMINE ` ' ° ~ " CEMENT AROUND DISCHARGE PIPE 6" NQT TO scALE
GEOTEGHNIGAL ENGINEER. DESIGN, GONSTRUGTION, INFORMATION, AND REQUIREMENTS FOR THE STORMWATER WHAT TYPE OF ANTI-SEEP D1=VICE SHOULD BE ` ~ ' _ ~ d, ' ~ BEYOND PLANNED SEEPAGE COLLAR ON t ' , ~ ~ ~ BOTH SIDES. RJm ccuPUNC
WETLAND BMP FACILITIES. 4 4' ~ . 3. APPLY ADDITIONAL ASPHALTIC CEMENT WHEN RECUIRED
24, NO COMPACTION BY DROP WEIGHTS FROM A CRANE OR H0157 15 ALLOWED, USED. , ' ' ~ AT PIPE/SEEPAGE COLLAR INTERFACE ON aar,~o.iT Ass£#~LY
25, AFTER GON5TRUGTION, A 4-INCH LAYER OF TOP 501E 15 TD BE PLACED DN THE DISTURBED d ~ ° ~ UPSTREAM FACES. ~ 1/2' DIR. ExrcN~oN Rai
EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDR05EEDED, + ~ 4, TO BE FIELD INSPECTED BY aOIT/NUT A55EM~Y ¦ ¦ 2" FENALE Sgft(ET COUPLING
Figure 9-7 GEOTEGHNIGAL ENGINEER. ASPHALTIC c,L AsT~J r~ coo
26. THE GROUND COVER FDR THE DAM EMBANKMENT SHALL BEAK-31 TALL FESCUE COYER. A Storrnwater Wetland Conceptual Diagram 4-IN DEPTH OF TOPSOIL ON THE DAM 15 REQUIRED PRIOR TO SEEDING/MULGHING. CEMENT TO MEET OR EXCEED FEDERAL W SPEGIFIGATION 55-153 TYPE I:
ASTM-D-2822--1a TYPE I,
27. CONCRETE ANTI-FLOTATION DEVICE TO BE INTEGRALLY ATTACHED TO THE RISER BASE TO
PREVENT RISER/BLOGK SEPARATION. THE GONTRAGTOR 5HALL BE RE5PON51BLE FDR ANCHORING THE ANTI-FLOTATION BLOCK TO THE RISER ASSEMBLY. \ ~ Emergency Spillway ~ I G r ,~-tI NON-RISING EXTENSION STEM ASSEMBLY C
Stabilized Inlet GaNGi~~T~ ~J~~~t~~~ VVI.~~~~ 2°_ SQUARE 54CKET COUPLING G NOT TO SCAL[W
t NOT TO SCALE
Z
I. ALL STORM DRAIN PIPES IN AND AROUND THE INLAND ARE TO BE GLA55 I II RGP WITH .
O-RING JOINTS ASTM STANDARD G lb OR LATEST). THE JOINTS ARE TO BE WRAPPED ~TP~ ( AP A DUPLE OF TIMES AND ANCHOR WITH CONCRETE Sta~ized
WITH A NDN-WOVEN FELT FABRIC (WR G ShallOwland f TreatmentUolume , J: 12 Outfal l NAILSI AND HAVE THE FELT EXTEND 6 TO 6 INCHES ON EITHER SIDE OF THE JOINT. ND PROP~f~TY OWId~R_ AN~2 Town of Morrisville
~IPPE ~ ,Y,~`.,,, ~ , .w_._.~ ALL GONSTRUGTIC GONSTRUGTION ANp MATERIALS TO BE IN ~p IGfitNT: APPROVED FOR CONSTRUCTION U
T A~ . 2. ALL MATERIALS AND GONSTRUGTION 5HALL BE IN STRICT AGGORDANGE WITH THE TOWN OF I I J ;-b '~a STRICT AGGORDANG: AGGORDANGE WITH THE ACCEPTED f OLIGIIrS SHILOH MORRISVILLE, LLG
AND NGDOT STANDARDS AND SPEGIFIGATIONS. fl ShallowWate Dam ~ MORRISVILLE OF THE TOWN OF ~ ~ ~ 4 Topsoil ~orebaY - SPECIFIED, DEFERS THE TOWN OE MORRISYILLE, AND UNLESS 8630 COLONNADE BLVD., SUITE 600 Signature: ~ Date: t I3 !f ED, DEFERS TO THE NORTH CAROLINA DIWPT, SAN ANTONIO TX 76230-220q -
PRI TO CONSTRUCTION PLAN APPROVAL AND ? I `I ,r 3. NO INFRASTI2UGTURE TO BE GDNSTRUGTED OR t8.3b ~@~ 18"-36 ~ R TRANSPORTATION (NGDOT) STANDARDS, f H. 210,64LS~81 PAX. 210.b41.8463 Town of Morrisville, To E gineer pate/Initials
~ 4 TO SOIL OF TRANSPORT/ UTILITY PERMIT ISSUANCE BY THE TOWN OF MORRISVILLE AND THE TOWN OF GARY, p ~ SPECIFIC SPEGIFIGATIONS, st DETAILS. Engineering: ~ (~~j ryry//
p N T 15 PERMITTED ON THE EMBANKMENT. { 4, NO WOODY VEGETATOD (BEES)
f ,~~```~~,tCA1I,,,~~~ Planning: ~ LL .e~~ O~ o~ ~a~~yii~~ Other {specify): C1
5. IF BASIN 15 USED AS A SEDIMENT BA51N DURING CONSTRUCTION, BASIN SHALL BE GLEANED ~ ~ GON7RAGTOR 5H. TRACTOR SHALL BE RESPONSIBLE FOR ~ e~ LL
OUT, DESIGN VOLUME ESTABLISHED, AND VEGETATIVE COVER ESTABLISHED PRIOR TO USE ~ THE LOCATION G LOCATION DF ALL EXISTING UTILITIES
AS A EXT-ENDED DET~N710N WETLAND. PRIOR TO BEGINN 'R TO BEGINNING OF ANY EXCAVATION. EAL Signature: Date: 15TING UTILITIES SHOWN HEREON ARE ~g 26 Town of Cary Utilities, Water and Sewer
EXISTING UTILITI b, SEE EROSION CONTROL PLAN FOR RIP RAP. APRON AND PLUNGE POOL DESIGN N ndi on site soils and roundwater elevations a da or s nthetic liner ma be re uired to maintain PPE at deli n elevation. APPROXIMATE ~ 'ROXIMATE AND ALL ARE NOT SHOWN. ;da
IFI ATIONS. ote gepe ng g ~ Y Y Y Q g SPED G N~ F-
~',,9~/ r, ~ E Engineering Inspection Services must be contacted [phone] at a minimum ~4 hours prior to n
1. EXTENDED DETENTION Y4ETLAND5 51DE 5LOPE5 TO BE NO STEEPER THAN 3,1 UP TO THE TOP D„1~U~~~~ I the commencement of any construction activities. 41.
NETLAND DETAIL OF DAM ELEVATION. EXTENDED DETENTION
REV151ON5c
GON5TRU6T10N PLAN SUBMITTAL SCALE; N/A REVIEW COMMENTS 07-21-10
STORMWATER MANAGEMENT PLAN REVIEW COMMENTS 1 a I51 PRIEST,C-R-AVEN- ASSOCIATESINC. ~
PHASE :2 DATE: MAY 4, 2010 SH I LOH CROSS I NG REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax 919! 782-1288. Email [e-mail] / Firm C-0488
T: 2009-009.001 NOTE5 AND TAI L5 ISPONSORED BY. SHILOH MORRISVILL)=, LLG PROJECT LOCATION MORRI 5V1 LLE, N. G. PROJ EG
F! ',LAND PROJECT5\XOTHER5\2047-009.001 5HILOH CRC551NG - MORRI5VILLE\DN6\CONSTRUGTICN\4TH SUBMIT-AL\ 43-541P-CBTAIL5,1W . Jon 06, 201 1 - 3:30 PM , 6RE& RELEASED FOR CONSTRUCTION

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s .,r i ~ ~ y . r 6 d ~ r ~ _ I.' ~ ~ , ~ ~ THIS DEVICE TG BE UTILIZED
i ` ~ ~ _ ~ i
~ , e ~ r ~ t , . r,, t ~ Y 6> V a _ _ _ ~ ~ ~ 4 y i ~ n , ~ , ~ . ~ ~ ~ ~ A5 A SEDIMENT 8,451N DURING
Y 1 ~ ~ ~ d ' N , ; - . l _ . ~ , . ~ ~ ~ , ~ ~ ~ ~ ~ CONSTRUCTION OE PHASE 2.
~ ~ 1t ~ r ~ ~ - ~ E ~ ! ~ ;,A N ~ ~ ONCE PHASE 2 GON~TRUGTI O
~ r i t \ b ~ ~ ~ ~ / " ~ i ~ ~ , ; f ` ;;4 ` Y~ , f~--/i. ~ la G4MPL.~T~, TNT D~VIG~
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u y v ; TEMPORARY WET POND. BMP
t ~t. ! ~ y ~ , - ~ . . ~ , , ~ , ~ ~ : - ; . / WILL REMAIN A TEMPORARY
~ ; ~ ~ ~ ~ f WET FOND UNTIL t'HASE 3
~ ~ ~ b y t ~ ~ 'H ~ ~ ~ ~ vV ~ ~ L .V .r'.' ~ ~ ' ~ ~ ~ ~ CONSTRUCTION.
,i s:. ~ . ~y ~ ~ . y ~ ~ ~ - 1~. 1 ,.M
~ o, ~ ~ , ~ , , t ; _a ,~k F t _ , ~ ~ n ~ ~ ~ _ ! ~ ~ L~ i l i i 1 v;.
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r y ~ , ti, ~ u ~ ~ - - ' ~ / % l ~ + ~ R i jf ~ ~ ~ .r.f , ~i ,r
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~ ~ ~ ' ~ - - .~.r' ~ --.~...,d ~,r! 1 e ~ - .
x , ~ _ _ . - ~ ~ tom- y ~ ~ ALL CONSTRUCTION AND MAT~RIAL,~ TO B~ IN
,1 ! ~ , 7 ~ ~ -.7r: STRICT ACCORDANCE WITH THE ACCEPTED POLICIES
Y, i y OF THE TOWN OF MORRISVILLF, AND UNL~~S Q - 9PEGIFIED, DEFERS TO THE NORTH CAROLINA DEPT. ~t
~ K~, A, x ~t A t. ~ ~ ~ ~ ! ~ ~ ~ ~ , ~ ~ - OF TRANSPORTATION (NGDOT) STANDARDS, U
~ - ,r?~ s - . \ 1 ~ ~ t ~ / t ~ 1 . - _ _ r-,~.-- ~ ' ~ 1 ~ d \ tk r , , , ~ x,,~ ~ . r- ~ i SPEGIFIGATIONS, 8 DETAILS.
..r ~ ~ ~ ` ~ ~ ~ ~ y ~ _ _ _ f ,M.- - ' i
r t ' ~ ~ o
- 1 ''t,,~` t , c~ ;y ~ ~ ~ ~ '~~5. ~ ~ ,--rte a--,_ e , ~ k ~ ~ ~ ` ~ r d , , - ~ ~ ~ CONTRACTOR SFIALL BE RESPONSIF3LE FOR
t > , ~~•-L-~.~,~ e ~ ~ ~ 1 r THE LOCATION OF ALL EXI~aTING UTILITIES ~
. ~ ..r ti., ` a ~ , m , w', ~ _ , ~ PRIOR TO E,EGINNING OF ANY EXCAVATION. ~,'"~''r
i ~ , 4 , ~ _ - ~ - f ~ EXISTING UTILITIES SHDWN HEREON ARE APPROXIMATE AND ALL ARE NOT SHOWN.
~ t ~ : t ; , r ~ , . r y , A . , t.k ~ ~ , . t V ~ _ -
r ~ ~ r ~ ~ ~ _ _ ~ \ • ~X~T. -
~ , ~ ~ ,t y _ _ ; , s posT i~~V~Lo~M~NT D}~AINAdE r CAS
~ ~ ~t ~ j ~ - , ~ ~ - ~ A; ~ . - t ~ 0~ ' ~ AREA A55U~1IN~~_~ULL BUILD-QU`A` ~~1~~ ~ ,~.~`~Q~~ ~ ° _ ~ ~ ~~Z D
~ A C~ r ~ ~ Ln%C ~ r. ~ ~ ~ i ! ~ ~ y ~ l ~ ~ k - _ t ,i t ~ t _ ~ D~VELOPMEi~T 0~ A~.L LETS. - lY R N APPLICANT:
X ~ y ~ I y \ " ~ \ } ` ~ ' - m _ _ - ~ SNILON MORRISVILLE~, LLG s SfAI
~ i t, t t ~ ~ ~ ~ i ~ ,,f" , ~ ' y r 1 y > r ' r~ ` ~ , r _ _ 00 a 2 967 ~ -Y g83O GOL.ONNAX T823O-220 ~ ;c9 ~
r tlA - i\ b ~ ~ \ _ ~ ~ =~.r- SAN ANTONIO ~.-y _ _ PH.21O.6~1.848`f FAX.21O,b41.8463
- ' _ _ 1 - , y r. i .v..~ ~N
~ r-z~ ~ - tit ~ ~ .r , k y r f 1 \ ~ , ~ ~ , v t ~ t ~ ~ ~ . ' gip.
~ i i'~ r ~ r~_, - ~11111111VIt~~ -
~ ~ ~ ~ r t ~ ~ , w , ° w -
1 t ~ _ _ ~ ~ ° ° Tauvn of Morrisville
,j` ~ r ~ ~ ~ err ~ i - ~ . ~ - ; F ~ d i` ~ ~ ~ APPROVED FOR CONSTRUCTION ~ ~ ~ _ -
f t ~ / ~'C ~ y~ ~ ~ ~ ~ , ;
t - - ~ Signature: Date: I d g
~ j 1, ;b 1 i' r t ~ ~ ' ; ~ Town of Morrisvllle,To Engineer Date~lnitials
i , ; ~ ~ ` - Engineering: ~+~f1~ ~l
~ \ _ ~ , rur~ ~ may. ~ ~ \ ~ 1 , : ~ a- ~ r' ` ~ ~ ~ Planning: ~ LL
~h i ?
. ~ ~ a"% _ Other (specify): nn LI.
Signature; ~ Date: 120 ~ ~ ~ 180 Town of Cary Utilities, Water and Sewer
r h A r'a I I r r r A ~ Engineering Inspection Services must be contacted (9191463-6907 at a minimum 24 hours prior to
v II = (0O re~~ I the commencement of any construction activities. -7
REVISIONS:
GONSTRUGTION PLAN SUBMITTAL :JR REVIEW 07- 1-1
STORM 5ENER INLET F MAY 4, 2010 REVIEW COMMENTS 10-15-10 PRIEST.CRAVEN AsSOCIATES,INC.
SH I LOH CROSS I NG PHASE 2 SCALE: I' =60 DATE: REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS I LANDSCAPE DESIGNERS I SURVEYORS l ENGINEERS
44:4]-
SPONSORED BY. SHI LOH MORRI SVI LLE LLG PROJECT LOGRTI ON. MORRI SVI LLE, N. G. PROJECT. 2009-009.001 DRA I N AGE AREA MAP 3803 • B Computer Drive, Suite 104 Raleigh, N.C. 27609, Phone 919 / 781-0300. Fax 919 / 782-1.288. Email [e-mail] / Firm C-0488
F:\LAND PROJFGTS\XOTHERS\20N-00 .001 SHILOH CR0551N5 - MORR15VILLF\UhMCCNSTRUGTICN\4TH SUEMITTAL\ 44-INLET-DRAINAGE-MAP-100,DW6, Jan 06, 2011 - 1 35 PM , CAEr, RELEA5ED FOR CONSTRUCTION

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q 15 I b 7 4 I. N T GI 1 t 0 Lb9 I, 9 01 0 11 119 0 IJG N T GI I I~ I9q 1.19 0
I6 6 I I 7 .11 4 .0 I N I I. I I 26 I I 0 0.31 D 1 17 1 l T I I I I 1 74 7 4 4 1 4 N I I I 1 4 17 I I O D . 6 .94 178 I T I I I
I 7 0.8 DOT I I I. Iq II 0 .11 0.7 .7 T I I I 1.7 20 0,20 G.4 0,00 0:3 G.10 7,0 .n 0,00 .6 NGDOT GI 2 0: 0 ,3 h 0.00 20 0,20 0.1 0.00 D. 0. 0 1.8 O00 h DDT G 2 O.10 5.6 1,8 0.00
0. 0 0.00 .0 G .c 0.02 0. 0,00 ,02 .0 c, 0, .0 0. 0.02 0. o. 0
.0 0, 0 0. GDaT G 0. 2 0.0 GpOT G .0 .o .DO i 0 .D O. G 2 i 0. 0 0. 0. 0 GOT 0
2 0.0 0 0 0. C. O. 0 D. 007 0 0. 0. 2 0.0 .2 0. 0 D. G . C .0 0 a.0 O.0 00 0. o c G 7 ,D 0. 0, 0 0. OT G .OC C.
.n
I I b
*After Developpment of Individual Lots ASwming Impervious 5urfaca pper appproved plans *After Developpment of Individual Lots Assuming Impervious Surface er aporoved plans
NvDOT GI = NGD07 STANDARD GURB INLET (5TD. ~840,OU OR APPROVED? EQUAL NGDOT GI = NGDOT STANDARD GURB INLET (STD. X840,01) OR APP~O'vET? EQUAL
T I GOAL TI - 5FN GH Gl2IN6 - PHA 2 STORM I GAL TIONS - SFiI G I - PNA 2 s Eauar~oN.
5 'f2A 10 I OGY. I F A ~ ~ ATIQ -_-.--.----~PIPf GAAAGITY.15 pASER 4N MAPAllt~CyS fGIIIATION. PIPE GAPAGITY 15 BASED GN MANNIN65 EQUATION. hEAD G 5 ATcON~ 0 GR G QU TION. PIPE VELOGITY WA5 GALGULATED U51N6 IS 9A5ED ON MANNIN65 EQUATION. ET G AG TY ~5 TAKEN PROM 1I~ATIO1iTI0~UTI.INED ON PA6f 116 OF "MODERN ":~EY'~R DE516N".
TOTAL ~ IMPfRVI0U5 OPEN r ~ "G"~D 'IY fa TOTAL FROM TO DIA II+~TER GAPAGITY PIPE DE516N ~f T NaEl~1'ED RA NF { TOTAL 1 MANNMG9 5 7URE SPA,GE ! INLET TO PIPE PRfVIGUS VB.OGITY PIPE 5 IMp~VIOUS WoooEP G IN ITV C5 g F~ i 5 RC55 X55 t, TO TO g~pA55
F~t+1BER 0.~5 Lpy~y p~ AG fB I I T m~E PIPE WI+~2 PIPE W MATERAAI. ~ FrF~EG r~LOPE MJMB O.a5 ~ 0, O~ 5 I I T I= I,A 0.35 _ GF5 ~ I!Z AS M56 D) MSG D) G 5 S 2~ (~A Uhl (Gl n) tQ-GIAa GF5 (pdJ (D) p:48b/n)A,,i~ 5 (h) (G} pl (R=GIA~ ln) (IAA A~SI~ ~ ~ 181t°~ ~ n ~ PIPS INLET
7 0 .4 7q YI n Threat 4.16 I T" 41 41 4 P q 4 7 1 I I I 0.00 9 YI en Thr t ~ (rJ
I o3 0 17 0.77 ~ N 7 l 2 I O, 0.0 I 07 , D.0 O S I 6 I I 0.7 N T I 41 4 91 3 0 D. 5 0 7 ~1 7 7 I 0 0 I I~ 6. Pa55 0.53 ° p I 600 P s5 0.'1 7 0
4 0. 6 "I D 117 O.bq T I 44 4 T 4 I P ~ a 19 4 0.0 011 NG T GI 2.06 0.0 001 0.0` 0. .I 0.10 4 4 NG OT 4 T 4 4 I P G 11 1- 0,01 ,I 7 ~ ,34 C.0 .3 007 GI I 3 I ).0 6. 9 6 p. pO ~ 3 I 6. Pass 0
I 4 14 T N ^T 1 ~ 1 1 01 1 I 2.06 I 9 7 4 4 YI en T ra 4 ~ G 0 Y 0 en T r ~ I 9 60 Pas 1 0.4 0 4 9
TA 7 7Q q0 q 39 YI en Throat 3.95 ~ T 1' q 7 I ~ 1 P ~ I 7 0. 0 0 I D. 2 91 C. Y en r 9 I .l I 5p 0, q N T i 0 5q 6 D O9 0.06 0.00 0.1 0. I O. 0.00 0.43 DOT GI OD .O a N T ! 0.6a r7 TO q O. 9 I ql 5. 3 P 39.3 7. I 4 q O.I O. 0.1 0 0.00 0. DOT GI I L00 20 0.013 6.12 7. DC Pase 1.12 D. p.00 7.p13 6.IG 00 Pa55 13l 0.61 0.00
In F 000 5 3 P 7A' I 1 C 0.00 0.00 0.00 0.00 O.CO 0.00 Q00 0,00 p 5
II 0 .9 n T r .6 TO 2 0.00 .o RGP 2 b. O. 9 n r I 0. 0 a 0.00
a O n T ro ,0 0 0 0.00 o e a O 0.00 a P I I C I TO O. 0.00 0. G en T rqa I I I I q 4 Y n r 4
C O. 0.00 0. 0. GDDT G~ T 2 0.00 9, 2 RGP 22.1 .7 1,01 14 7 4 r , 0. D.0 0.00 O: 0. ~ i b T 0 GP 0, h 7 I I 7 4 I I 14 N` T I I I 71 I1 p 114 ~
18 L16 L25 D.DO 41 O.6A 51 851 YI 0 en Threat .51 17 ' a N 29.2 ,SI 1 I 4 N ~ ~l~ ~ I I ' I TG b 000 2 RGP 21.32 0.8 Iq D II O.Or~ O.OO 0.17 0.14 O 9 0.69 N DOT GI D.bq IQ TO J3 O. .20 2'. RGP Iq.g3 Ol" I° I 41 4 4 I ~ I Y ~ n r I
20 0.20 014 0.00 0.34 0.10 I I N- T I 2 ~~-0 I . 2 0.00 P b, p ,,2 I 1 l OCI3 c 21 0,2d O.0„ 0.00 02B 0.15 5.53 L21 1.21 NGDOT GI 2 20 0.20 0.14 0.00 0.34 OJO 4 0.96 0.00 G q' NGDOT GI 2 0.10 2.0 0.013 5. b 2 ro 22 2 2 2. 16 RGP 12.95 1.52 i pl3 P ~ I )DI3 5~b S.OC Pass 3AI 016 0,00
0 5 0.0 0.00 O. O,qO 5.5 , 0 90 YI en T root . O 2' 0,20 0. 8 0.0 0.2 O.18 4 0. 1 0.00 0. 1 NGDG7 GI 2 0.10 2.08 O al3 5'!b 22 70 23 a 2. Ib RGP 12,'76 1.47 0.0 O.OG 0.00 0.02 0. 5. .II D.II GDDT GI 22 0.35 0.03 0.00 0.38 bald 4 1.3`1 x00 1.37 YI -0 en Throat 7.013 5'!b S.OC Pass 311 0. i 0.00 d.50 1.31 0,00
0.0 0.00 0. O. I s. YI 0 en T root 23 70 27 O ' 0 3 P 56.2 JO .72 p, 2 5 4 O.0 0.00 O.0 GDCT G I L00 2.OS O.al3 2.60 2 TO 2 0.00 1 RGP O 22 5 0 5 02 0.00 0. I 0. 5 I 0 en T rnat 24 0.42 0.03 0.00 0,45 0.91 4 Loo 0.00 Ib4 YI en Throat J.013 2.£30 B.OC Pa99 0,42 ~ 08 0.00 4.50 1,64 ~ 0 o r 5 0.00
26 0.12 p.0 O.OD O.Iq 0.73 5_. 0. GDDT GI O. 2 TO 2 0.00 a RGP ~ 22 0, p, 0.00 C. I 0.7 2. 5 000 YI en root 2 0. 1 J 7 0, 2 TO 2 O. RGP 2 0 D. ~ I N ~T I 0 ^I r q ^I ~ a oo I 13 5.6 i3.p° Pass I 0 0
2b C.4 0. 0. 2 0. 4 Say Y en root 2 7 0. . 0 2 RGP ~ 0 27 12 0 01 'q .7 4 5 .0 5'' N ^T I I L0 13 5.69 2q 4 0. 5. . 0 GDS GI O, 2 TO 2 0.00 RGP .20 0. 2 2£5 47 0. O.D .7 7 4 14 0. 0 .14 YI 0 n Thr 0 0. I 5.5 0. 2 O. 2 NGD T GI a, 2 TO 0 0. RGP 0. i q p 04 0.00 I 4 . 6 0. 0 N T I I I OS DI I 4 14 '.OI I P I.
! 0 0. 0. 0 en roa OTC 0. 2 RGp 2 0. ~ 6 0 ^ I 7 4 7 1 N T I I I 0.01 0 0 4 0 0 q .q 4 I I YI n ro ).01 OC P 1.04 . 1 4 C I 200
3.3 O. O.Ib 0.00 Q. 0l1 .53 O 0 Y 0 en Throa 2. 3 0. 0. 0 0.00 0.00 0.00 4 D.0 D, O 0.0 F '
0. 0 005 000 0.15 075 S. 0. 2 0. GDDT G .33 70 34 2.. 0.00 2. 15 RGP 9.63 2 2.21 0 0 0.0 0.00 0, 0. . 0 D. 0 NGDOT I 4 O - 9 0.7" 3 41 I 9 77 4 I I O I I r 4. I I 7 h I 4
36 0, l 0. 0.00 0. 0.7 2 Y 0 en Throa 2.v 3a T 0 a 00 00 I RGP 8.54 0, 6 ~ J h 0. O,II 0.00 C. 9 0. 2 I GDDT G 5 703 2. aoa 2.,, I5 RGP 9.57 2 2.19 35 0.10 004 ODd 0.14 G.78 4 044 0.00 0. NGDOT GI I LDO 2.08 ( 5.39 7 ( 5.3q BOC Pass 1,14 0,44 0.00 50 I ",O 0.00
0. 0.05 0.00 O. 0 2 .0 GDDT GI 7 TD 3S o 15 RGP 5.22 0.65 36 0.3"1 0.2F O.0 OS v^.73 4 170 0.00 I °10 YI 0 en Throat 3q GO 0.00 O.OD 0.00 0.00 Do 0 00 TO q .0 G 4q. 31 0.18 0.11 0. 0 0.2 G 7 4 0.84 O GO b N T I 2 0.10 2.08 0.013 5.67 0. 00 0. O.S2 4 0:15 0.00 075 NGDOT GI 2 0.10 208 0.013 545 ).013 5.61 BOC Pass 3.63 0.84 0.00 7.013 545 6.OC Pass 42 Ol5 ODO
1002 TO 1003 07.00 46 RGP 30.8 4, 7 3q .00 0 CO a 00 0.00 0.00 4 0 DO 000 0.00 FE5 *APter Development of Indlvldugl Lots A55Uml hTIp6rVI0U5 SVrfgGeA er gpprgved plgn5 1003 TO ICD4 0.00 48 RGP I09.4q 0.56 "Af Dey81 I I I p~~ ed I
YI (open Throati = 5'ANDARD NGDOT GO~RP~TE OPEN THROAT G..TGH BA5IN - I 7 I 0.00 ~ III. ,0 YI n iYi a Af~ GONG A GH 540.05 OR APPROVED EQUAL fU~ BRIGK POR EA51Eid GONVER510N IN FUTURE) 570. 640.05 OR APPROVED EQUAL N5E BRIGK FOR EASIER GONVER510N IN PUTJREI µµG~ GI e ?AND { AL f~rtURE)
NGDO- GI = NGDGT STANDARD Gl~ INLET (5TD. X840,01) OR APPROVED EQUAL I S 0 1006 O.p 8. I. FE -TOWN 15VI STAND D TApNN D EQUAL FE5 -TOWN! OF MORRISVIL LE STANDARD fiL,ARCD CND SCGTION 0'~ APPROVED EQUAL = STANp NGDOT - 5TD. 8O OR EfU
HNl = STANDARD NGDOT HW - 5TD. 035.80 OR APPROVED EQUAL An = C7RAlNA6E AREA A, =PIPE AREA 00 TO Ov 2 G
T AL - I GRC?~INEr - i~HA~ 2
D T Y.
A ARE Er ~ ION. PIPE GAPAGITY 15 BASED ON MANNIN65 EQUATION.
AM H6L
T t^>EI HIED NFALL TOTa- PIPE PIPE PIPE FEADL055 TOTAL MINOR TOTAL DUYN5TREAM H6L OPEN S' " T DESIGN +fM PIPE MANtUN65 TAILWATER TRfAN y~,~ IMPERYI0U5 SPADE s G I TTY TOTAL I T PIPE FROM p0U5 P DIAMETER GAPP4ITY YfL,OGITY plpE FT NwN INVERT INVERT ~ Lf~7H RoU6HNE55 FRIG~IDri MINOR L055E5 HfADL ELEVATION 5 NR O,N5 IN1HR TO pp ~o INLET IN GF5 PT/gEG {ALE'( !!F'S1RfAM DOWNSTREAM pT L055 Nm F'f N 5 ~N INLET OR S7W1GrURE N6L IN ELEV. N6L IN
NUMBER LAWNS ~ II E ~PE PIPE P~'E MATERIAL SLOPE FT GOEfT' FT 0.35 IA U~' GF5 GF5 ~ uz ti=R0M AS (~0 D CONTROL 51R ~ TIDE ST~Tt1RE QNLET ~ GOEFP z Ht (OUTLET Y fA~ (G} n) t(~ ~ (Qa (D) (IABbM}ApR~ 5 HYDROFLOw) ~ ONLY) ) U.) 2,b60,0~ wz~ fveJ TUBE HGL) + (OUTLET~T~~ 4A1dTROL CGONrROL HGL RNQ ~ CM6l. PIP~E~ INLET M61- ~tOP)
Nv~'Y MP HrrJ STRUG Rr) D I q 7 Y r I T 0 C ~ 4 P 19.6+3 5 "1 7 .6 1,10 D.5 ` 9. 6~ I" 141 0. b' ~ q 14 3 9. U + OUTLET CAN1Ti0L t0.5L) PT 3 A. IN T 36q.50 4 1' 0 O.K.
7 I' O 1 4 ) 9 ~ q T l ~ TO 8 O.q 5.30 6. 3 ~ 4 RGP 3134 l.' I ql a.' S 114 r 1 ~b :0 ~ ~ 5. 69 14 I .N 7 t 013 ~>.I' 03 1 791 O. ' 4 "5 000 13 '7. ,I q I 4 7 I 9.q 1 N 3 q,14 '1 00 OK. al '4 K. q a" 'T T q „1 4' K 14.1 Y
4 F I 1 q 1 4 7 N T I 1 4 T^ 6 r.bl 0,66 b.~ 3 18 R P 8. 5.10 .6 0.6` I. 2 O.b2 - 681 1; ~ 0 '69.q 2 6.17 I~ 06 D. qb9 I I° 7.1 36 . 8 I S T 9 q I R P 4 7l 0. ' I 7 6 ~ 7. O 6 9.18 13 0.003 5 4 I 3 7.1 67.16 I 14 7 71 T I - 36.8 IN r q.q2 K. 67.16 IN T ~ - K. 3r~.1
1 7 4 YI n Tnr ~ 6 D ~ 71 6,9 l.bq I RGP 15 1.9 I. I4G .q7 F l~ 9 I 4 . 4 3 40 61 4 ~tA ' ~ ~ 7q U - ~ 5 9 7 1 T `fA 00 1,69 '1.14 RGP q,h 5.13 .7 0. 5 1,46 0.97 6490 641 .64 I .140 .4468 O ~q I 36640 61 4 IN T 11" 3 1 ~ K 313.44 36640 OU 7 r 3 h 40 ~ 4 K 1 O,K.
r?~ 5 7 7n4 f 15 01 N' 77 I 1 (A TO 8 5.03 1.i4 12.71 24 RGP 2L22 "r.02 .88 0.65 Lbl o.HO 364.20 364OC 365.81 22.81 0.013 2r%736 ;.5 03849 046 36401 364.53 9 I 7 4 I. L N T 87 q 0.15 Ig00 Iq.15 30 RGP 39.83 800 q4 0.65 L£h5 0.74 3616 1.25 6 4 31.26 I" 81 711 4 363. I 364.x1 364.53 N I 366,20 O.K 311.50 O K. 364.01 U'fLET 364.0 i 364.!0 O.K 311.18 O K.
10 0. 0 00 0 0 1 4 0. F~g 0.00 q TO 0 1.08 10.1 208- 30 RGP 4b 3.~ ~,?4 0.65 9I 0. 361,15 39,5 363.06 44,14 0013 0.1153 i,5 0.4193 0.53 363.0 363.61 363.61 OUTLET 36361 363.63 O.K 11 O .
0, 0.0 0. O 0.- .0 n roa I TO .Q 0.00 .9 I P,GP 2 .I ,q D. I 7 I O 0 '.5 d, D o,oo vo .o 0 "'UT T .G 3,50 O.K ~3h9 O.K.
I I - 1,3 n~ Lz q 104 YI ,n rnr 7. T . , o. ~ . D ~ o - I 1 0. 2 0. o . I 0.15 1 17 1 en iraa I. ° T ~ ~ . 0 O. .~0 0... 361,66 INLET 364.01 364.5G O.K 0.
In 0.26 O.' 0.00 0. , C.1 7 2.01 2,01 GDDT GI 2.01 5 TO I I. ODD 11.14 24 G 22.16 7. 5 LOI 0. ~ SI 0. 362x0 6 .00 -e4.01 4 .60 0.013 6.132 .b 0.32Ci2 0,4 361,20 361,66 17 0.1 0.10 0.00 0.2 0.7 7 I, I, 5 NGDOT ' I I. 5 Ib TO 17 2.01 19,42 21.43 30 RGP 29 50 654 0,52 p.6S I G 0,78 353,90 35810 360.85 33 I 0,013 0.1013 S O f4 9 055 0.65 36L2 361.2 OUT T . O 361.40 O.K. 366.7° O,K. 35F9.65 INLET 360.65 361,IU G.K. 3b8~ O.K.
I 0.0 106 10.8 I n roa 70 I, 0 G 5 0. I 0.6 .05 0. 0 0 7. 0 0. I .3 0D o. 991 '~.,a D. .0 35'1.8 35F9.65 19 O.ll O.OH 0.00 O Q" 7D O. 0. NGUOT GI O 18 T I 10.84 ODO 10.84 24 R,GP 21.32 bJ 0.08 Ob5 .4 0.12 360.50 ~0.3a „61,94 O.DI 0, 25 ~S O?ll 0.33 356,11 359.04 35U.D4 IN fT 361,84 362.50 K, 358.21 INLET 3 q.20 O.K 366.81 O.K.
_0 0. 0 U.I 0.00 0,34 0. O 1,0 L C,Da7 (I y, 19 7023 Obt~ ID.B4 IL12 24 RGP 19.93 652 0:71 0.65 1.51 O.lh 35'7.20 36.90 358:'11 30 0 0014 0.1055 ~5 0.324 0,43 35734 358.27 D T ` 20 TO 21 1.66 OaJO 1.66 15 RGP 6.&5 4.46 1.12 O.h5 0bq 056 .359.40 359.10 360.Oq 26.80 0.01.3 D.OIf34 !.5 D 0 3 9. 1 59,93 TO ~ 1 ~ G I ~ b. 0 la 0. ~ O. 1 58 ~ 00 5 .00 - 9. l qq 0 L~ O.D1"!I 0.14 3S8.g2 35q.06 22 0 ~ 0.0~ 0.00 0, 0, 0 1.04 2. 2. n roa 2. 22 TO 2 2.41 3.21 562 IB RGP 12.76 6.q4 1.47 0.65 1.12 0.75 351.80 356.OD 359.02 12q l8 O.DI3 0.3746 '.5 0.2360 0. I 351,84 358 ~5 5q.g3 I L T 3b0.Oq 3hO.G5 O.K. 362...3 O,K. 35q.06 INLET 3 q. 1 360.50 O.K. 362.63 O.K.
2 0.0^ 0.00 0.00 G.0^ 0. 1.04 0. 0. GDDT G 0 TO 7 0, O.G OAb G ,67 0. d. .10 0. 0 .q0 0 1. 0 09.0 0.01 0.11 I '„0 0.7595 1,5 51,!x4 2 0 2 0.0 0,00 0, 1.04 2. 2. n rna 2. 2 TD 27 2. 0.00 2b IS RG 963 6.i1 2I 0.65 3 0.6 059.0 358. 59.3 22. D 0.013 .0455 .5 0.12 3585 INLET 35q,02 Sq. 0 O. ~.0 O.K,. 5"!,67 OUTLET 7 O.K `b I C. .
2 0.00 0, n r a G 1 a 'b b 3 r5~1. 35 .G: 26 0.2 D.O 0.00 O. O.-_ 1.04 0. O.' GDDT G O. 6 U 98 18 C, 9.2. 0:~ b. 1.0 0: " :.6. C, G 0. I. ,.0 9" I o U~.O I J. a .bI 35q. 3 360.25 O.K .x OK, 35".G: INLET 3b 3 0.7.. 0, 364. O,K. },~~r~~
2 i 0.2 0.0 0,00 0 0. '7.04 0. 0. C.DOT G D. 21 0.9 a 4 2 G .71 0.65 2.7 14 I I,o O6' Oza o.oo a. 2 0. a ~ r G :2 . a o, z , o. ,c .2, o:a . ~ .bI L J7 .5 NOTE: L 1 0, . 4;~ o; ; ALL GONSTRUGTION AND MATERIALS TO BE IN
o.o o.o o.o0 0.2 a. 1. 4 0 - r n: , D ' r ~ o, ~ ,o a,., T STRICT ACCORDANCE WITH THE ACCEPTED POLICIES ~
0. O.Da 0.00 0. ~ 0, 0 7.0 I Dn T roa 30 TD 31 0.& 53:91 5 a 2 RGP 85.21 p,l O.t54 0. 5 2,9 .8 352,00 ~ . 0 9 . 0 0.0 3 ,133° 1,5 0.1 3 D. :.5 , b X55. 2 0.00 0.00 0.00 0.00 0.00 .0 0.00 0.40 ~ a.DO 31 TO 32 3?3 54.5"! 56.30 42 RGP 20424 18.2`! 4.ID 0.65 3J0 O:f59 351.00 349.00 354.10 4fS.74 0.013 0.1660 1.5 0.855 L0 353,44 354.46 X55. C TLEr .3 3 5,50 O.Y,. 53. 0, . 354.46 OUTLET 354.4E 5 . o. o.K. OF THE TOWN OF MORRISVILLE, AND u~LEra' J ~`i
0, I 0.16 0.00 0.59 O. 1 0 Y n root 3.19 _ TG ~ 0.00 G 0. 0. D. 0 0. 0 .00 0 0.0 D 0 0. ,0 0. 3 . SPECIFIED, DEFERS TO TI-iE NORTH CAROLINA T7FpT. 3 . ~ LE ~ ST 1 -i,~ O.' _ L_0 OK.
34 0.10 0.05 0.15 04 p.lG D.T9 N D 3 TO ~ G, ~ ; I 15 .G ~ I I,d 0; 471 0.40 5 . ~ ~ ! 35 .10 x.04 0.00 0.14 0.7& 1.04 0.1"1 O "I"f NGDOT GI 0.77 3 TO 0. f l 00 I7 I GP D. Q65 L0~ 0.6 - : O 5' ~ 0 A 0.01" O.5 ~ 5 0.1 9. Q . . a 0 _ .r o rLer ~ - o. ~ I. T o.K. OF TRANSPORTATION ~NGDOT) STANDARDS,
3h 037 0.21 O,OCi US6 r7.13 1414 299 2.99 YI n root 2.99 ` 31 .I .I I 9 1 7 4 I 1 141 N T I 1 7 . n TO . T 9Q ODO 15 RG 951 6 21 0.65 O. 0.6. "r" 50 5...00 0.01., QO '9 1.5 0.13. 0.1 35 I I 353.9 38 O,Ip 0.05 O.of1 0.23 O.t32 1,04 1,33 1,33 NGDOT GI 1,3 TO a ,q I r I 4, i~ 0. 0. 5 .I 0. 5 .DO o 0 . I .73 0.01 C. ~.5 0 c . 353:q` IN fT o:K, 60:0 °o:: ~'EGIFIGATIONS, ,t DETAILS. L 35 .II 35 . O. I OK.
39 0.00 DDD 0.00 0.00 0.00 7.04 0.00 D.DO >"C`5 Q.CO D 3 a a 0. G 0 4J~ 0. a 00 0.00 ~0 0. C T f:1' 35 . o ~ .00 0., I O.K.
00< TC 00 O.OG G 0 . Iq 7 1 0.6 3.13 0. 5,50 I, 61,3 15.58 0.01 D. 7 6 v 0. 1.09 5 S 2 ~A4ter Developmem oP indvldual Lola Aeeumrriqq ImpeMous SurPoee per eQ plane oe ra o0 o.oc c o . 2 0. o. o o , o <2 . a.o o o. 2 ET 1.6 C O.. T O O.
YI (Open Throatl =STANDARD NGDOT GanGRETE OPEN THROAT GArGH 51N - o Tc o oc c D o o, o. o,oD c . ~ o,o o.c ~ o, J a v2: 5TD. 840.05 OR APPROVED EQUAL N5E BRIGK FOR EA51fR GONVER51oN IN FUTURE) v2: r ~ .oo o. CONTRACTOR SHALL BE RESPONSI$LE FOR
DOT GI = 5j GUF~3 INLET ( I ~PPR01,~AL oo ro Oa a o.ac a RGP o o. 0 0 0. o n 2. a . 2 0.0 0. z L~ o. 0,22 0 2.2 5 -TOWN 5VI 57ANpp~p p~ A EQUAL a.z T o. THE LOCATION Oi~ ALL EXISTING UTILITIES
=STAND DOT -5TD. 838.80 AL 00 TO 0 n2.2 0. 22 G , 2 a.l o i Ap s DRHItJA6E ARE,q E4 : PIPE AREA 00 TC DO OOC 2.2 c22 2 RGP O C O. q p 2 0 p C 2 0.0 C. ',5 0. D. O 2. - r oc o. PRIOR TO BEGINNING OF ANY EXCAVATION. 2. T ' ° EXISTING UTILITIES SHOWN HEREON ARE I
APPROXIMATE AND ALL ARE NOT SHOWN,
T DRA G TI - SNIL4H ING - t~HA*~E 2 P M TI
TER GA ATIppNS A OR~~ EQUATION.
PIPE GAPAGITY I SA5E0 ON MANNINGS TION. IPE VEI.OGITY WAS GALGULAT'ED U51ty5 LOW,
OPEN T T t^EI~Fn'ED A(y TOT PIPE PIPE 010E HEM1.055 TOTAL M~lOR TOTAL DON~tSTREAM STRUCTURE IMPERVICV5 SPADE 1 G TY GF5 TOTAL PIPE QOM FR0F9 ~ 0 DIAMETER GAAPGItt V~,,OGITY N ~ NwID INVERT IMIfRT ~T~T~ PI TM MANN~165 PRIGTION MINOR LOSSES 0yy TAILWATER ~ PIPE LEND RCiKaFMIEfiS HF L05E~ fYri FT ELEVATION
0,q5 T I ~0 INLET PRE14CU5 IN GF5 (INLET UP5TREAM DOWN5T'I~AM NUMBER LAWNS 0 I PIPE NLh18ER PIpE MATERIAL ~ SLOPE ~ Imo. FT GOfFP z GOEFP z FT (OUTL 035 (Ad (G) (Q=GIAd G Gpg GF5 l4J (D) ire MR9hi % ( 1) GON1R0l. STRUCTURE 5TR ~ TURE {ROL ONLY) ~ 522 ~ ~ roo STREAM ~ TUBE I OUrLEr 9TRUG'n1RE T~ • pLEEIN ~,~o~liNlltld!/~~', ¦ ¦ rourL~~~01' CONTROL r6f2EATER o>" IW.Er , c~L < Toga CA~O~
p.486/n)A~~S HYVRVFLOW) Y.° ~ MW + INVERT, f~ 2,660pO0 n~ fKeJ -r- ~ +NtI srr~uG~nu~ HSL Mt + rAILWAI D q5 7 3 YI T 4 R P I K I I I I 9 Nf L fNt • r>n~LwATeR ELJ oun.er GoNrROL tr~L? /y ~+~y ~ ~ W ~ q IN T CONTROL. IK~. AND 1Fr K ~oP~~ t I tf~~ /"lNV `,~O~u 9',~
0.1 O 0 .17 .77 15 12 RDT I L"' _ 4 II '9 I 14 I r 4 '4 3 0 0 05 0.00 D 3 .1 7 D T 1 - 4 7 I 9 4 P I I l 7 ,4 i T T 4 K APPLICANT. m
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6 0.10 0.04 0.00 0.14 0.1 1. 5 0. 0,84 NGDOT G 0. b TO 7 4 T I 4 16 RGP 13. I G.65 154 I 6 70 651 3 1 9 9 0.013 31 I K3 O 17 ' 6 7 4= 7 0.00 002 0.00 G.02 7.1 0.05 0.05 YI n 7 TO lA 4 I R p ql ~gc 'f 0. 5 Ib I 7 44 41 4 I 11 I ~5 q4 1 6 94 3 ? 7d T T 143 l3AtJ K gS30 COLONNADE BLVD., SUITS '~00 ; G 67 ~ G 3'.5 OT T l d K ~
1.A 0~3 0.06 0.00 0.19 D~q 1.75 5.54 5.54 YI O en root 5.54 p T 8 5 4 _ 14.4 "'4 R? I 1.18 6 G. S 1.14 0.81 ~ 4. G 64.0 3 94 I I 9 I 4 0- 4 I T 9 9 ^I1 ~ R P 9 094 C. L97 .79 bl. 1. T 7 I I I 4 . 6 ~.qq 64.5`. I I I I9 I I N q Tp I 1.19 21.72 2 91 RGP 1q 46 13,G4 3.14 0. 5 .0~ Lh 9 0 4414 I 1 9 I .5072 0.65 3 3 4 36~.q~ IN T 6 :q4 .I o.K. SAN ANTONIO, TX 78230-220 :,d',~S ~~A'''~
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0. 0.0 0:00 0.91 O. 5 I 0 en oat I TO 12 65 C.DO 6.5 16 RG° 23.1 11.09 4,85 0.65 126 0.64 362.OC 60.00 363.26 41.21 0.013 O,I6 6 1.5 0.3210 0,48 .34 I 0.00 0.00 0.00 0.00 0.00 O 00 0.00 0.00 UT T 363.8 36550 O.K. 'I~,~~~ O' Qa,r`~\ ffhH11U1~
14 L10 0.13 0.00 L23 D. q 175 8.45 6.45 YI en oat 45 14 TO O.oo G 10. I o.9 C. 5 5q 1.06 300 62.0 64. q II O.ol3 0 6 0. C. 7 0l. 620 15 1.49 0.12 0.00 I 75 1.'15 12.92 12.92 YI 0 en at 12.92 5 Tp I 12.2 0.00 12,92 4 G 22.7 1.4 I,OI G. 5 .6 0.8 6 .50 .00 2 0 0.01 0.1639 1.5 I OSb 01.2 c 78 62 0~ INL T 364.5q SO O. .
16 2 II 03 .77 '1.'15 2.21 221 NGDOT GI 221 70 2,2 . 2 2. .,0 RG. 2 . 0, 0. O. 0 a o0. O.0 O.O 0. O. 0. O. 0 0 O.DO 02 D. 0 0 DOT G 0 TO 2 . 0 2. 2 .0 .-0 G 0 G. 0. 2 0 0 0. D.0 O 0. 02 o .18 N T 4. 8.00 O. . 2 ° T T ° Town of Morrisville T o. o o. .
I Il 7.7 97 7 T I q TO 0,00 2 G 2. O. ~ 0. D. 0. 0. 0 .0 2 . 0 0.0 O,0 O. 0 0. 0 O r TT 2'0 ~ ° o°O: APPROVED FOR CONSTRUCTION U
2 20 0.1 00 0.3 070 I 7 G TO 2 O O 2 RGP 0. G. _ 0. ~ 0 0 2 O 0.0 0.0 0- o. I 0~0 0. .2 1 19 h D T I L 20 TO 2 D 00 RGP 6. . 2 Q O. ~ O. 0 10 O. 2 0 O.O 0.022 QO 0.0 7 0. 2. O. . 7 2. O.
.0 D. d. 1.15 2. Y en NY a 2.ob 2 TO 22 RGP 2. o' _2 C.r~ a. 0. 00 OO O.O 00 O.0 0.5 2 0.0 D d.02 DOT GI 01 TC Gr G. p. O 00 O.O O O O. C. t o T r ao a " o o. Signature: Date: 9 ~3 o i
2 C. 1.15 3.11 3.1 YI n TYr G 0. 0 0 0 7. 0 D .O C.O 0. 0, nOC c 5 2 0.00 Obl OJ 5 .1 YI n 7troat .T5 TG O,oO G b. c. c. 0.10 .DO o o a.o G.G o. o. OC OC T a0 0, o T o. ~ o. , Town of Morrisville Tn Engineer Date/Initials
O.I 0.07 D Iq O 1.75 .07 OT G I D z Ta ~ 0.00 G a a. .00 0 O. a O.a c. 0. a. DE 27 0.12 0.0 O:OC 0.19 0.7 I, 7 ,01 NGDOT GI ,p7 6 TC 27 1.01 9 I G q.2 5. 0. C. 0 O. ~ 0 0 ` 0 C,GI O.O O. 10 0.32 356.1q 351.11 351,11 INLET 351.5q 364,83 O.K. e 356.1q CUTLET 356.1q 36 a K Engineering:
Z 0, .00 0.2 O. 1.7 I YI en oa 21 TO 30 1.01 46.54 49, I a2 RGP 8413 9.11 0.11 0.65 2.73 0'6 353.20 352,20 355.93 141.61 0,013 3493 IS 0. 194 0.97 355,82 356.7 O.OPr 0.04 D.OD 0.12 O.TS 7.75 O.10 O,10 NGDOT GI 0.10 28 TO 29 4.14 D.DO 4.14 I5 Gr 20 5.3`! 0.92 0.65 I D4 0. 4 357, O 357.30 358,54 1,76 D.DI3 D.D903 LS 0.2649 0.36 ~I 356.6` 2q TO 30 0~0 .1 446 15 G 5.69 al 0. 0.6 I I 0.8 .5.00 54.0 3 6.11 O O.G O.IS 0.3013 0.49 355.82 356.3 30 0.08 O.OS 0.00 0.13 0.12 1.15 0. 2 I 7 30 TO 31 0.12 ql 2 G~ q..2 10.20 0. 0. 5 294 O. 52.OG 51.60 354.9 44.0 0.013 0.134E L5 0.1511 0. 54. 355. 356.6'7 IN ET 4 363.OC O.K. 356.31 OUTLET 356.31 363.45 O.K, 1 , , ~ , ti..
31 0.54 OOS O.aD 0.59 0.90 4.11 4.11 YI zn opt 4.11 I TO 4.11 5 .57 42 G~ O I .2 .0 C. O. .oa 4 .OD o . t 0.0 O. 0. 6 5 LO . G 3 .q; 32 0.00 O.OC O.DD 0,00 1.15 0.00 0.00 PE5 O.OD 355.2 OUTLET 5, 3 3.4 0. Planning: ~ -.lL (mil 3 .q OUTL T 35 .q .CO O. ,
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031 0 I 5 1.7 q ,2 GI 2 X TC 2 0.00 .2 R r v. G. D 00 22. O.G O.G 0' 0. n 0.2 31 0.11 0. 9 '7 .62 I, 2 NG T GI 2 .n 2. 6 RG° 22 0. O. O 2 ...00 Z, 0 C. O.G 0. 0.,2 2 0. 2 ~ 7 0.,.0 O. ,
8 I 0. 5 0. 23 1. 5 1.46 I ~ TO Z 0. 2 RGP 0 2. 2 0. C. 2.OG 0.00 2. d.0 0.0 2 Q2 0,~ . 0 .2 00 0.0 .00 QO 0.00 0. 00 2 0 T TT 2 ,2V Signature: Date: °°"°"`A~
10 TO 0 9 . D 4 RGP 3 21.9 1 0, 5 .00 L0 SO 3°I. 3 I .5 0, 13 .'bl L5 I. 70 9 .22 3 .1° ~APter Devebpmenk OP Iradwkiual Loth Imp9NI0V9 Surface ~ plena 3 T q 92 4 RGP 19 49 9 7 D 0.., 0~ 00 I I ~ 1 13 .9 4 I S 7 3 3 a 2" s .I w eT N A NSA Town of Cary Utilities, Water and Sewer 3 d 2 0 TL T 3 2 K. r[~
YI TYr' =STANDARD NGDOT GGM4G~.Tf OPEN THROAT GATGH BASM~~ TO 00 .00 62.68 92. 4 R P III 31 G.~ 0, 0 C. 0 .00 3 q. 3 . 5 O CI I I I i I I 5 I ~ 5TD. 840.G8 OR APPROVED EGUAL Ai,E BRIGK FOR EAS~R GONVER510N IN PUTiA2E1 5 IN T OC 3 4:a0 K. X77 r 5s.o5 A N A Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prier to ~
i..........,,.., ~.~~.,.~r, e.-fix, 1005 TO 1006 . 0 _O.DO 4 R F 7B. 10, I I 0. 2. 7 O 3 9.80 530 2 CCI3 D.I 10 I 7 0.11 351 q
w~7W~ W 115 rvgqi~~ruppcF v~"•~~APPRUVDQUAL the commencement of any construction activities. 48 ® iU 3 .02 INLET 351, N/A i N,'A
H =STANDARD NGDDT • STD. b39.H0 OR D EGUAI. 100"1 TO 10 9 00 51.1 14 P 12 7 0.0 2 07777 1 355.50- 1 550.10 1 35-7.112 1 I 1.5 1 16 9 2bq 1 1005 Av = DRAINAGE AREA A, = PIPE AREA 7 G 00 al.q 4 2 R q L~f' 0.52 0.1a C. 5 L 1,2 9, 354.3U 12-7.Z~A 1 2. 0.013 0.8561 5 q 3 CAO 353,4` 353,45 NL T 32 K.
REV 151 ONS:
G0N5TRUGTI0N PLAN SUBMITTAL SCALE; N/A REVIEW COMMENTS o7-~ I - I o PRIEST RAVEN ASSOCIATES NC~.
DATE: MAY 4, 2010 F REVIEW COMMENTS EVIEW COMMENTS 01-04-1101
SH I LOH CROSS I NG PHASE 2 STORM SEWER CALCULAT I ONS R LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 45
PROJECT- 2009-009.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300, Fax [phone]. Email [e-mail] ! Firm C-0488
SPONSORED BY; SHI LOH MORRI SVI LLE, LLG PROJECT LXATI ON: MORRI SVI LLE, N, G.
P:\LAND PROJECT5\XOTHER512009-009.001 5HILOH GRO551N6 - T'ORRISV)LLE'lDV \G945TRUGTICNI4TH 5UBMITTRL\ A5-5TORM-C4,.C5.0I6 , Jon 06, 2011 - 2:35 PM , CI2ES RELEASED FOR CONSTRUCTION

~cN ~ 'ia Priest, Craven & Associates
(R£f£R£NCE SITE PLAN FCR LOCATION) ( TIPICAL CURB r ,tq _ Re: Shilo Development Annex Area x . r r col, 1u1y21,2010
VAR. WIDTH PRIVATE SHARED ACCESS EASEMENT (~LLESS SHOr~ aTH£RwISE oN 9lTE PLAN) AND cuTT£R Page: 2
t2G' - tbl' BACK TO BACK GeotechnicalandConst~tretionMeterialsTestingServices
an electronics retailer. A significant portion of the new development will have to be used for a storm water basin
8' WHITE 'If~RMOPLASTIC STRIPES July 21, 2010 for the new development. Accordingly, except for a home materials retailer which tray purchase a larger lot in the complex, the majority of the proposed uses will be by facilities which have relatively light truck traffic.
VARIAEtLE
2.5' MEDIAN ~.5' 11,5' s~ SITE PLAN 115
I I 3' 5' 3.5' 12' LANE WIDTH IS' IS' 12' LANE WIDTH 3.5' 5' 3' Bradley Bowling EXPECTED DESIGN EQUIVALENT TRUCK 1RAFFIC PRIEST, CRAVEN & ASSOCIATES
3803 Computer Drive The required thickness of a pavement structure is controlled by the amount of truck baffle and by the
~a Raleigh, NC 27609 subgrade conditions which exist on the site. Truck traffic is estimated by evaluating both the use of the property and the traffic volumes. On a primary thoroughfare which services both patrons accessing businesses off of that
2 I I 2 5 ~ fv T Re: Resomrnended Design Pavement Section thoroughfare as well as traffic passing through to other areas, the determination of truck percentages can be
y" ya"/FT y4"/FT. T ya"/F'f. w °1 a /F ya'/FT, Y4'IFT. 4- < ~ ~.1 ~ ~ ,S~ > Shiloh DevelopmentAnnex Area somewhat difficult, and those numbers can bo relatively high. At a complex like this where the nature of the Morrisville, North Carolina traffic pattern, as shown in Figure 2: discourages pass-through traffic, the nature of the daveloprnent is more
~ GeoTechnologies Project No,1-09.0568-EA critical than the total volume of battle and the roadways in this complex fall in the eolleemr category far design
EXISTING ~ 6 R2 R2 b GROUND purposes.
EXISTING 4 3 T 3 ~ NAR LOGA11oN} Gentlemen: A fully loaded 8D,OOD ]b. tractor trailer truck has an equivalent GSAh of about 2.4. however, the tractor
GROUND GRADE 70 7615 LI NnT£: SraMPm £coN caaR R Geo1'echnologies, lne. has been requested to review design traffic information, proposed development, trailers are rarely fully loaded to the design legal load limit, and the State of North Carolina assumes that fully
t. MMNcINGS fOR STREET S~IALI BE ACCORDMG Ta LCCAL COn£ PAT1FTiN: STACKED BRICKS 1 a) ~ REgIkAEMENT9 hND AS OUTLINED IN SECTION SB OF THE and typical sail conditions to evaluate an appropriate pavement section for the aew Shiloh annex development to loaded tractor trailers have an equivalent axle load of 0.8 to 1.1 S ESALs per truck for design of highways which be constructed near the Sam's Club and 4Val-Mart in Morrisville, North Carolina. carry a higher percentage of heavily loaded frocks than will roadways in the planned development. A munber of
I ~ V~L.~~ SAL ~J UNIFORM 7RAFFtC CONTkCL f~NCF$ F(Nt S1R£ETS ~ a 111 0 AHD HGNWATS cities have developed design procedures, and the majority employ an equation which assumes that tractor trailers
a+Sa.00 Ta 13+20.aa, 23+oa.aa Ta 24+5a.aV P. MARNJNOS %1MIN PRIVATE PARKB-0G LOT SHNI BE PER THIS DETAA. A vacant tract of land located between the Sam's Ciub and Wal-Mart entrance road will be developed will have an equivalent axle load cf 0.6 ESALs per tractor trailer with an equivalent axle Loading of 0,25 ESALs with a new mixed use complex which is anticipated to contain a mixhtre of restaurants, banks, hotels, and for lighter trucks. The design ESAL's fur the roadway are calculated by muhiplying the percentage of lreavy
3, THESE: MARKINGS ARE TO BE PAINTED REFLECTIVE WHIiE, potentially medium box and large box retail developments, This letter presents our reeornmendation for a design trucks by O.b and adding the percentage of light trucks times 0.25 and multiplying the combination times the
(t~LE55 SHOWN OTNERN1Sf ON SITE PLANT (REf£RENCE SiT£ PLAN FOR IOCAiION) pavement structure for the subject project, expected average daily traffic in the design latre,
The other method for determining truck traffic for a retail center is to estimate the number of ESAL's per
T I SITE LOCATION AND ACCESS business within the complex.
VAR WIDTH PRIVATE SHARED ACCESS EASEMENT NOT TQ SCALE The proposed site is a vacant tract of land located between the primary entrance road to a Sam's Club and Based on the Pact that large trucks do not generate a full one ESAL per truck, the assumption of 25
Wal-Mart off' Hwy~54 and I-540 in Morrisville, North Carolina. l'he subject site is shown on the attached Figure 1 ESAL's for a big box development implies a higher number of daily tractor trailer deliveries. Based on our which is an aerial photograph of the property from the Wake County GIS website. experience with those facilities, it is highly unlikely that any big box developer will have 25 ESAL's per day
11.5' bl' BACK TO BACK 11.5' PLACE P9ST IN CENTER DF STANDARD UNIT V010 actually serving the ficilities. However, use of that conservative desigtt assutption substantially reduces the need
I 1'he new development will include one entrance off ofHwy-54 and two entrances off of the access road to for future maintonanoe. It therefore is a conservative assumption which results in pavement structtures which the Sam's Club and Wal-Mart, as shown on the attached pigure 2. As illustrated by the access in Figure 2, the only perform well.
5' S' 3.5' 2,5' 318' LANE WIDTH ti8' LANE WIDTH Z5' 3.5' 5' 3' 4' HIGH FENCE traffic eutorirtg the development will be traffic which will be entering to reach the businesses which locate in the
I I I NCH-SHRINK DROUT new development. Accordingly, the new roadway complex is not expected to have significant pass-through traffic Restaurants and hanks likely will have no more than one ESAL per day; however, it is typically assumed
7 ~ 5 ~ POST IN PLACE which would be trying w access other developments. Duo to the fact drat the Wa1-Mart and Sam's Club access that they will have at feast two EAL's per day when evaluating the pavement structures. l^"or a hotel which will mad is at a lighted intersection and provides a straight shot into those facilities, it is not expected that traffic to have a greater number of deliveries, we generally assume no less than four per day, although the pavement
Ya"~T. y Ya"IFT• Ya /FT. a _ those complexes would short-circuit through the new development. structure for hotels similar to the one likely to be constructed on this property would have a pavement structnra virtually identical to that used for a bank or a restaurant. The same would apply to a mediwn box development
1 ~ KEYSTONE 4" r~~ 'L1,4 ~ CAP UNIT such as a Circuit City.
~~EXISTING . _ ~ ~ GROUND ~ • ' Y Mln. u PLANNED USE Utilizing typical numbers of assumed ESAL's for the planned development (Table 1), we suggest
EXISTING ~ The planned use of the project is known although the exact tenant mix is net [t is expected that the designing the roadways in this complex for about 50 ESAL's per day. Barad on the typical ESAL equivalent far
KEYSTONE majority of the eleven lots which will be developed will be retail and restautatrt, or restaurant and bank use. [t is an average tractor trailer truck, this would equate to about 65 to 80 tractor trailers per day serving a complex
GRADE 70 THIS LINE ~ sTANDARI3 UNIT , hoped that one lot world he developed with a hotel or motel, that one lot potentially could be sold to a large box containing only I 1 lots. This is a number which we believe is conservative; however, it is a typical assumption developer such as a home products retail store, and that one lot could be sold to a medium box developer such as which results in a pavement structure which porfomts well and does not t~equira significant maintenance.
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Iz HI N Y a ~ e 5 0 o° o °a a
13+24.On TO 23+Da.aa 3200 Weilingiart Court, Sui4o 1 D8 • Raleigh, North Caroana 2P6i5 ~ Phone g19954:1514~Eax 918.9541428 • www.geotechpa.com ~aecnpa.cam
f~OGRID
PLAN ~I~W S~GTIaN VIEW
Priest, Craven & Associates Priest, Craven & Associates
VAR WIDTH PRIVATE SHARED AGGE55 EASEMENT ND~, NOT TO SCALE Re: Shilo DevelopmentAnnex Area Re: Sbi1o Developmeot Aemex Area July 21, 2010 July21, 2010
THIS 15 FOR APPROVAL PERTAINING TO APPEARANCE AND SIZE ONLY. THE CORRESPONDING Page: 3 Page: 4
Ils' za' 6A,GK TO 6AGK Il.s' GONSTRUGTION DETAILS SHALL E,E INCLUDED WITHIN THE STANDALONE 5ET OF GONSTRUGTION
( I DRAWINGS FOR THE RETAINING WALL SYSTEM(S), PREPARED AND 5TAMPED BY A PROFESSIONAL 3' S' 3s' 2~' 31z' LANE ruDTH 31a' LANE wIgTH 2~' 3.5' 5' 3' ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. inches of 59SB or 2.5 inches of ] 19.OB with a sluay seal. Thera sections assume heavy construction traffic will "The average daily trafftc Par the complex was evaluated by Ramey Kemp & Associates utilizing uaFfic not operate on the pavement during mass grad'mg operations for the development.
data developed in a Kirnley-Horn study for this complex and based on traffic data in the area developed by Ramat'
I I I 5 Kemp & Associates for the nearby Kitts Creek Roatl area. The volumes of average daily traffic are shown in the The lightest traveled roadway sections in the new complex will have significantly less truck tmtfic based attached Table 2, and the distribution of that traffic on the roadway layout is shown on Figure, 3. The predicted on an analysis of traffic patterns by Ramey Kemp & Associates (Table 2), and a slighter thinner pavement section
1 5 7 traffic volumes range from 3,250 vehicles per day (vpd} to $,20D vpd depending upon the section of roadway could be considered in those azeas. However, it would be a much cleaner project m construct the same pavement
Y~'IET. ya"/FT. under ennsideration.l7te road will be a two lane road wikh a center turn lane along a sign cant portion of the structure evarywhelre. primary road. Since this is an essentially closed system where the only traffic coming imo the complex will have
2y.~ ~ ~v direct intent to go to a facility in the complex, it has been assumed that the ADT would be in the design iraffc
EXISTING ` ~ 6 GROUND 'I Lane for the purpose of pavement design calculations, An assumption of 1 % light truck traffic and 0.5% heavy SUMMARY
EXISTING 6 PROP. APPROX. 2.0 ASPHALT CONCRETE a ~ ~ 2 4 I SURFACE COURSE OVERLAY 5q.5B GROUND ~ ) truck traffic generates a predicted ESAL value of AS trucks per day in the most heavily traveled roadway as shown by the attached Table 2. This 1 %a and 0.5% assumption results in traffic volumes very close to those which In srunmary, the proposed development is being constructed in such a fashion that all traffic which enters
would be assumed from a rational evaluation of the proposed development. Acrxtttlingly, it apptzrrs that an will be headed to an and destination within the new development. The roadway layout does not lend itself to
GRADE TO THIS LINE appropriate pavement design would be t>ne based on 1°/n light and O,S% heavy buck traffic, The ESAL's which through traffic, and it therefore is anticipated that the heavy and light trunk baffle as a percentage of the total would apply to the different sections of road are shown in the attached Table 2. estimated ADT will ba small. Looking at the proposed development, it is our opinion that the maximum daily
VARIES 5' 3.5' 35' S' VARI PROP. APPROX. 2.D° ASPHALT CONCRETE BASE 2 COURSE, TYPE Sq.aB SEE ESAL's can conservatively be estimated at 50. Furthermore, based on extensive work in the 1'riassie Basin, provided law plasticity soils are used for the subgrades and they ate properly compacted near optimum moisture,
PLAN DESIGN CBR VALUE prepared subgrades will exhibit a design subgrade CBR value of 4%. Propel' preparation of subgrades during
7 5 5 7 grading is a critical component in the proper functioning oPthe design pavement section. Following Morrisville's
M5E RET, I Ya"/1=T Ya"l~"• I MSE Ri:T'. ~ PROP, 12" AGGREGATE BASE COURSE WALL (DE51GN WALL (DESIGN The major component of the pavement design other than the traffic is the assumption oP subgrade requirements for pavement design, an appropriate section for the most heavily traveled portion of rite roadway strength. The subgrade strengkh is defined by the soil support value which is a function of the CBR value of the will include b inches of asphalt over 12 inches of CABC base course stone.
BY OTHERS) BY OTHERS) soil under soaked conditions. Ninety-six (96) hour soaking of laboratory samples is generally used to develop the
design CBR value. That value is then input into aJr equation developed by the North Carolina Department of f6a Town of Morrisville also requires that the street be capable of handling an 85,000 ]b. fire truck. As Transportation to determine the soil support value used in the analysis of the required pavement section. The shown by the information in the attached Table 3, aerial ladder trucks and pumper trucks can be quite heavy
6 6 _ 4 PROP. VAR. DEPTH AGGREGATE BASE COURSE. conservatism of the assumed CBK value is a function of the uniformity of the subgrade, the likelihood of t~epresenting an equivalent ESAL loading of as much as 11 BSAL's per truck as shown in Table 3. All wheel drive
EXISTING ARDRAIL GUARDRAIL EXISTING GROUND ~ GROUND saturation, and the character of the soils used to construct the subgrade. ~ rear steerable units can have an even higher equivalency. However, since any fire equipment which accesses the roads into the complex will have an end destination at one of the eleven developed lots, it is unlikely Chat those
On this site, the majority of the roadway sections will be constructed by removing old fill acrd then units will enter into the complex at a rate of mare than one every several months. Stretched over a several month
~~ST~. l0+80.0o TD 12+05.00 ~~ST~, la+8a.aa TD 12+05.00 ° N TE RB AND GUTTER ~ 2 6 GO GRE GU hackfilling with pmperly compacted fill materials obtained from excavation in a borrow pit on the high side of the period, the impact of the 85,000 Ib. fire fighting equipment is negl'agib1e in comparison to the total traftie for
TAR ~ site. It is anticipated that the subgrade materials will consist pfedominately of tow plasticity Triassic sibs and which the roadway is being designed. Fow• {4) inches of asphalt over 12 inches of stone will easily handle the fire ripped partially weathered rock (P1rIR). Our past experience indicates that these soils will typically exhibit a fighting equipment likely to service this particular complex periodically.
(REFER TO FLAN FOR. EXACT GUARDRAIL LIMITSI soaked CBR value on the order of 4% or higher. Since the site will have significant regrading, it is unlikely that
6 5' WIDE SIDEWALK - 4" CONCRETE there will be an issue with subgrade saturation due to poor drainage. This implies that use of an assumed CBR CreoTechnologies,lnc. appreciates the opporkuniry to provide you with our services during this phase of value of 4% is likely conservative. Uuring actual construction, materials which will be used in the subgrade will the project. Please contact us If you should have questions regarding this information or if we may he of further r-
besampled and subjected to laboratory testing to verify the design CBR value. if areas of highly plastic clays are assistance.
exposed during grading, they will be replaced with properly compacted low plasticity snits. Sincemly, s.~ ,
I TH TVA ACC EA -1 EARTH MATERIAL VAR, NUD PR TE SHARED E55 SHIT Utilizing a CBR value of 4% and the assumption of a maximum of 50 ESAL's per day on the primary
roadway, the maximum required structural number will be approximately 3.35. The Town of Morrisville requires OeoTachnoingies, lnc, a minimum of 12 inches of CABC base course stone, and the resulting pavement section W match this required o
III' al' BACK To BACK u.5' SEE REPORT BY GEDTEGHNOLOGIE5, INC. structural number would include 4 inches of asphalt over 12 inches of CABC base course, The base eeurse ston® ~to
I I will have to be placed in two lifts in order to obtain proper compaction, and the asphalt will also have to be placed '4 Q in two lifts. The pavement shvcture will therefore consist of a properly compacted subgrade reworked to a density Edward B. Hearn, P.E., w
3' 5' 8.5' 25' 318' LANE WIDTH 318' LANE Wiq'fH 2.5' 3.5' 5' 3' of not less than ] O(N'/o of the standard Proctor maximum dry density overlain by 12 inches of CABC base course NC Registrtttion No, 9520
stone compacted to 100% of the modified Proctor maximum dry density, in turn overlain by a base layer of 2 of EBH/pr-dlillam S9.5B as an itdtiai wearing course for construction Followed by a final lift of 2 inches S9.5B. For the ribbon Attachments
I 7 5 i I 5 '1 section of pavement, which will be left as a single lift for an extended period of tune, we recommend either 2
ya"~ M ya"IFT, I. PAVEMENT EDGE SLOPES ARE I:I UNLESS OTHERWISE SHOWN, L;120091t040568PA11040568ea-Pavellsgn.docx I
.ya /ET. y4 /Fr., ~ ~T, r ~ .-...,mom-„.,,.,.,..,,,.„.._,..- .m_-,_..,........•.~..,b..,.~,,.,,-.a
Z~ 2. PAVEMENT SECTION SHALL COMPLY WITH NGDOT STANDARDS WHICH MEET OR EXCEED TOWN DF ~ ~ MORRISVILLE STANDARDS. EXISTING 1 ~ ,~u.g~ma.~ ilia wr=. YI\....y°ul°Ln»a.cvdi
~ G GROUND EXISTING ~ 3. THE CONTRACTOR SHALL NOTE THAT THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED
GROUND ~ a ~ ~ 2 UNDER THE OBSERVATION OF A C~JALIFIED LICENSED GEOTEGHNIGAL ENGINEER. AFTER COMPLETION OF OF
GRADE TO THIS LIFE THE EARTHWORK ACTIVITIES IT 19 REQUESTED THAT THE TOWN DF MORRISVILLE BE PROVIDED A FINAL JAI, Illl,uuutr,~,, LL ~t~ ~N GA ~~i
GRADING REPORT THAT INCLUDES TWE CORRESPONDING GOMPAGTIONS TEST RESULTS AND CERTIFIES THE TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT,
B T5 DR ALL CONSTRUCTION AOND MATERIALS TO BE IN CONTRACTOR SHALL BE RESPDNSIBLE p{~i0~}~'1-'I' CJ~ ,,~~•~~~OS°`"° ~/7i~~•,~~' W
STRICT ACCORDANCE WITH THE ACCEPTED POLICIES FOR THE LOCATION OE ALL EXISTING ~~I(,A~~"; m UTILITIES PRIOR TO BEGINNING OF ANY ~ W OF THE TOWN OF MORRISVILLE, AND UNLESS SHILDH MORRISVILLE, LLG = EAL s
SPECIFIED DEFERS TO THE NORTH CAROLINA DEPT. EXCAVATION, EXISTING UTILITIES SHOWN q&3p COLONNADE BLVD., SUITE 600 ~ o ~
OF TRANSPORTATION (NGDOT) STANDARDS, HEREON ARE APPROXIMATE AND ALL SAN ANTONIO, TX `i8230-220q ~ ~ .l,p~>~ ARE NOT SHOWN. PH, 210.641.848? FAX. 210.641,8463
' SPEGIFIGATIONS, & DETAILS. ~'%~q~,° 1
54' PRIVATE SHARED ACCESS EASEMENT
31 , WI I. SUBGRADE MATERIALS SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS. THE e tl2' LAi~ WIDTH 2 LANE D b SUBGRADE MAXIMUM ROCK MATERIAL PARTICLE SIZE SHOULD NOT EXCEED NGDOT STANDARDS AND I ~I~ /~'~t~l/f /IDIItIuVVB111 Z p,~~YJ~Y 1~~51 ~N. Gib ~
1 GEOTEGHNIGAL ENGINEER RECOMMENDATION. Town of Morrisville
,2 iw i~ 2 2. HIGHLY PLASTIC SOILS SHOULD BE REMOVED UNDER FINISHED PAVEMENT SUBGRADES AT THE DIRECTION " OF THE GEOTECHNIGAL ENGINEER. TI ON ~rREET NAME: LOWER SHILOH WAY APPROVED FOR CONSTRUCTION FACILITY TYPE: PRIVATE SHARED AGGC-SS RIGHT-UI=-WAY: N/A ' , I
~Y ,LET. Ya /ET. ON, PAVEMENT WIDTH (F-F): 26'-40° (VARIANCE) Signature: _ Date: 1 ~ 2~s f W
COMPACT ALL SUBGRADE MATERIAL PER NGDOT STANDARDS ~ GEOTEGHNIGAL ENGINEER'S DIRECTION, DESIGN SPEED: 3O MPH MARIANG~
3. ~ 4. IMMEDIATELY PRIOR TO PAVEMENT GONSTRUGTION, EXPOSED SUBGRADE SOILa 5HOULD BE EVALUATED ED POSTED SPEED: 25 MPH t'VARIANGE) Town of Morrisville, n Engineer Date/Initials MAXINtIM AND MINIMUM Engineering: ~ f / ^
~ _ 3 ~ ~ Y P F IN T DETERMINE THEIR STABILITY, B ROO ROLL G 0 EXISTING i VERTICAL 6RADEra (PI~LIG): 855 (MAX,? 0."155 (MIND (MEETS ORDINANCE) Planning: G(
R ~ M M ~ ouND DE: To THIS uNE 5. AGGREGATE BASE COURSE (ABC) SHOULD BE COMPACTED TO AT LEAST 104 PERCENT OF THE AXIMU h'111M STOPPING SIGHT DISTANCE: 200' (MIND (MEETS ORDINANCE
(MINI DRY DENSITY A5 DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST (ASTM D 15x7 OR AASHTO 3HT0 K-VALUE: Iq-CREST, 3'I-9AG (VARIANCE.) Other (specify): n 5UPERELfVATION: NORMAL GROWN ROADWAY-NO SUPERELEVATION (VARIANCE) LL
aFINAL SURFACE COURSE TO BE DELAYED ON THE SHOULDER SECTION OF LOWER SHILOH WAY T-I80 A5 MODIFIED BY NGDOT). Tt~ EXPOSED AGGREGATE BASE COURSE SURFACES SHOULD BE TANGENTS: 100' CMEETS ORDINANCE)
TIME OF PHASE 3/LOT 12 DEVELOPMENT TD ALLOW FOR PROPER REPAIR EVALUATED BY PROOFROLLING TO DETERMINE THE BA5E COURSE HA5 BEEN UNIFORMLY COMPACTED. AND INSTALLED AT THE MINIMUM HoRIZG~lTAL GURVEe 250' NARIANGEI Signature: Date: "7
AND PROPER UNIFORM FINAL TOPPING OF THE BOAC? ONCE THE FULL SECTION, INCLUDING CURB (a. EXPOSED ROADWAY SUBGRADE SURFAGE5 SHOULD BE SEALED AT THE END OF EACH DAY OR WHEN WET AND GUTTER HA5 BEEN INSTALLED. WEATHER 15 FORECAST. WATER SHOULD NOT BE ALLOWED TO POND ON FINISHED SURFACE SUBGRADES j ~T Town of Cary Utilities, Water and Sewer L
OR AGGREGATE BA5E COURSE SURFACES. + A VAIN ANGE TO THir T017W of MoRRf 5VI LLIr STRi^ET DE51 GN STANDARDS
T N ~ to I w~~ o 0 _ , ~ . r ~ w.. , r 7. FINAL SURFACE COURSE TO B~ DELAYED ON THE 5i-I~UIrD~R SECTION OF_LOW~R SHILOH WAY AND HAS rSE~N oBTAf NED r?OR THE REDtJGED i9ESl 6N SPEED f N ACCORDANCE Engineering Inspection Services must be contacted [phone] at a minimum 24 hours priorto
WI TH ARTI tf_E t . SECTION 8 flF THE St/t3DI Vi 5l ON ORDI NANGE, - _r , _ Oro
J I H. 14+~V.UV I U t+~jD UU INSTALLED AT THE TIME OF PHASE 3/LOT 12 DEVELOPMENT TO AI-LOW f'OK PKOF-tK Ktt•'AIK HNV t-IN/'\L i
TOPPING OF THE ROAD ON6E THE FULL SECTION, INCLUDING CURB AND GUTTER HAS BEEN INSTALLED,
REVISIONS:
GONSTRUGTI ON PLAN SUBM i TTAL SGRLE; N/A TYPICAL ROADWAY SECTIONS 4 REVIEW COMN~NTS 07-21-1 0 I
REVIEW CO T 10-15 1R1E S T 1t.C1vEl AsSOCIATES ,NC.
PHASE .2 DATE: MAY 4, 2010
SH I LOH CROSS I NO I ON REV I EW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 46 l 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300, Fax [phone] , Email [e-mail] / Firm 4: C-0488
ISPONSORED BY: SHILOH MORRISVILLE, LLG PROJECT LOGATION: MORRISVILLE, NG PROJECT: 2009-009, 001 1 PAVEMENT DES ION I NFORMAT I ON
F:\LAND PR0JECT5\X0THER5\20N-009.051 SHILCPI CR0551NC, - MDRRI5VILLE\1yK'l(0N5TRUCTICN\41H SUBMITTAL\ A6-TTPICAL-5ECTINS, [WI* . Jdn 06, 2 011 - 3:29 PM , GREG RELEASED FOR CONSTRUCTION

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°m STRAIGHT ARROW RIGHT OR LEFT TURN COMBINATION STRAIGHT COMBINATION LEFT & o ~ v ro ARROW AND LEFT OR RIGHT TURN ARROVY RIGHT TURN ARROW W ~ 20„ Qa ~~z NOTES: 1~° EXPANSION JOINT TYPE Ili BARRICADE TYPE III BARRICADE ~ ¢
M z 20" ~ „ ~ G9 Q O 6.4 ~ a S V ~ Mp O r {SEE STD. 846.01) CROSSWALK Z H- _ 77~ CJ END-OF-ROADNAY APPLICATIONS ~ F^ ~ Fy CC ~ 41 ~ ~ ~ ~ N 8' Maximum Se® Note B F.y ~ Ley U
~ "'+T ~ ~ 38" SANE pIMENSIONS APPLY A5 FOA W Q ~ ~ Q'B ~cn CONSTRUCT STANDAAD SIDEWALK 5 WIDE AND
H~-4=D 8 36 THE LEFT/RIGHT TURN ARROW OpNSZ Mz-(~y~ 4N THICK UNLESS OTHERWISE DENOTED QN PLANS. a 0[ O -1 oA~z~ ~~-I~D cs ~ ks, d a~z~
~QDnT~It n 8.. WQQtI~ C%~ z ~ Y i ~ U ~ ° ° ~ PLACE A GROOVE JOINT 1 " DEEP WITH ~`8" RADI I W cn o F~-U~©~ ~~~Am ~~~~H ~ ~
z=~°~ - ~x~zW z~•ar~ IN THE CONCRETE SIDEWALK AT 5' INTERVALS,
' a°H ~ ~ ~ N COMBINATION LEFT & STRAIGHT °~~'~J ~ " ' n z ~ a ~ ° o ° ~ r7 ~ z ONE ~ EXPANSION JOINT tlVTLL 8E REQUIRED AT 6O • ~ D ~ 14° & RIGHT TURN ARROW z , W D D N ~Q° F1~ p ~ ~ i-t
D~ ~ ~ - ~ ~y INTERVALS. A ~ EXPANSION JOINT WILL BE REQUIRED ~N V 14" a a A=4p,~_ .1 D.o , WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE, I-'~ ;,('1 ALTERNATE ORANGE d WHITE STRIfE3 ALTERNATE ORANGE d WHITE STRIPES I"',~j
O m ~ , w z 4.. v A_~~~ .r'` N D SIDEWALK ~ ~
N SANE DIMENSIONS APPLY AS SEE STD. DWG. 8R8.d5 FOR WHEELCHAIR RAMP LQCATION 32" ' a D'• "
a q" FOA THE COMBINATION STRAIGHT REQUIREMENTS AND CQNSTRUGTIQN GUIDELINES. ~ O ANp LEFT/RIGHT TURN ARROW CNTEAVALS ` ~ ti0~, 12" A 40 12" 12" 32" 2~~F (STABILI2Efl EAR REQUTAEDi (STABILIZEq BAR REQUIRED) iSEE NDTE 7? (sEE nDTE
_ F r ~
R-26 ~ 1/B RAD RF E F
RAMP ARROW SIDEWALK "EXPANSION JOINT m ~ z o Q z GENEHRL NOTES U 7~' ~
m MERGE ARROW W FOR PBTONG-MIRY MOVEMENTS rD'. „ ~ ~ JOINT SEALER ~j (OPTIMAL) m ON FREEWAY ANp EXPRESSWAY RAMPS LL Q O t•HORIZONTAL RAILS FOR TY~•ITI BARRICADES NAY RE HOLLOWlCOtN1UGATEO EXTRUDED flISiO POLY(R.EFIN, HIRA DENSITY POLYETHYLENE, U,, LL r"' OR OTREA NCDQT APPROVER RAILS. PLASTIC TYPE RAILS MUST EE FVdRE TREATED BY THE MANUFACTURER S4 THAT REFLECTIVE SHEETING
• , Q Q~ W W w•v 'a 'n v. R. b. _ , CRYSTAL7RED 5'.pu t7 C1 m > > ? o- ~ '4. d w I^ ~ ~ N NAY ARHEAE PROPERLY. ~
. fA o N PAVEMENT MARKER Bn TYP z ~ CD :~'~;'.a'' ~ d: a''" a'•a~'" a'. a r . a'. o':. ;,?.d''~• a':.4'-~~o`.d' p ~ ~ C2 M"g' ~ ~ ~ 2-BARRICADE SHALL HE UNITED TO A MAXIMUM LEHOTH OF O FI UNLESS NCHRP S50 CHASM TESTER ANR NCOOT APPROVED. ~
b D o ~ N ~ ~"1 ~ ~o ~ ~ - d J ~7 ~ "JOINT WIDTH T z ~ ~ ~ ~ ~ 2 -B v _ 1 a 5rr ~ JoTN FILLER H I,,,NE,i# ~ ~ ~ S•OHLY HCpQT APPROVER COMPOSITE ANp R04L-~ SIf4tl5 MAY BE MOUNTED OH THE BPAAICADE RAILS. MOUNT SIONS TO OARRICADED RAILS ~ ~
o m D m 8" ' - - ~ OF RAMP ~ ~ m m jp SIDEWALK ~ z z ~ - - - - - - - - - - - - - - - - - ~ - - - - - - - - : eC ~ ~'I `r' T = SIDEWALK THICKNESS t~" ExPANSIDN ~olHr p ~ as USING MINitRAI SIZES 8017 TO ENSURE SIGN WILL HOT BEGONE pETACHED UNDER NORMAL WINO ANR TRAFFIC CONDITIONS. ® ® M
N ~ 4 ~ ~ ~ (SEE STD. 548.01) JDO~NT ~ 'N m M D 4•SI{~S MOk1NTED ON BARRICADES SHOIA.D HRT GDVEA MORE THAN 50 PERCENT OF THE TOP TWO HAILS OA 39 PERCENT OF THE TpYAt AREA ~ ~ ~
~ ° ~ a H y ° TRANSVERSE EXPANSION JOINT V E Q ~ ~ ~ QF THE THREE RAILS. Q H ~ ~ IW H ~ ~ 5•USE TYPE VII, VIII OR IX RETROREPLECTIVE SHEETTNO ON MOTH SIRES OF THE BARRICADE RAILS. ~ }
W ;,0 5-o a z z o N IN SIDEWALK PLAN I W O~~ 2 TYP. 2'S ~ W~ QSI +.r0o Q~k- ~ ~ D S•AAAAICADE MUST RE NCHRP 35O ANR NCROT APPROVER WITH STABILIZER BAR OA ADEQUATE LATERAL BRACING. ~ ~
ai N D 1s'-a° T'-r' ~ ~ d 1irL" EXPANSION JOINT aR001fED DR T ~ H 7-ASEENELY OF THE GENERIC BARRICADES NU5T EE SELF CEflTIFIEO BY THE ASSENELER. ~
Z H = W ~ ~ FILL ~ WIDE x 1 DEEP GROOVED OA y z rn ~ ~ ~ SAWN JOINT WITH JOINT T ~ ~ ~ S•BAAAICAAES USED TO CLOSE A ROADWAY SHALL ERTEND ACROSS THE ENTIRE ROADWAY. WHERE LOCAL TRAFFIC MUST 8E NATNTAINEO, THEY N
y ° GENERAL NOTES I W ~ ~ Da o. ~ SEALING CQMPOUND ~1 ~ RAMP ARROW C7 •ri BUILDING, MAY 8E PLACED EN A STAQi~REO PATrERH. ~
° 1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SVMBOLS. K AT EXIT RAMP G1 WALL ETC. " AAD " RAD ~ W Tl , ~ rti ~ O-STRIPES ON WORK 20NE BARRICADE RAILS 3F{ALL BE ALTERNATE 4AANGE AND WHETS RETROAEFLECTIVE STRIPES, SLOPED DUWPMMUAD TOWARDS ~ THE SIDE WHICH TRAFFIC IS TO PASS OR TURN IH DETOURINR. WHERE NO TURIWS ARE IHTEHOEO, THE STRIFES SHOULp SLOPE QOWPAYAAD
2- tl0 N07 LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH ' a;' e;;~ ' c " a',;•. " INTO INTERSECTION AREAS. ~ p•" ' ' P.~.d~" A'..d~" d~.,A A..,p.•, p••.G b. b' P ~ti. D ..'ti, D TOWAAp THE CENTER OF TIRE BARRICADE DR BARRICADES. USE flE0 AND WWITE STRIPES FOR PERMANENT BAAATCADES.
3- DO NDT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE + •:.'p?.e'' ,'~:,'e'•`.'p';.d`''i':.s ••p;'.e ~.•'p;;.a';• a?.~ ~,•p?'a. I.',~p;'s. 1O•SEE HCDOT APPROVED PROWICTS LIST FOR NANUFACTOAERS OF APPROVED NARflICADES.
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS, ~ UNLESS APPROVED BY THE ENGINEER. ~ PROPQSED p• ~ I p .D'. ~ ~ .a .o'.. 11•PLACE MANUFACTURER'S NAtTE ANp FEDERAL HIGHWAY ADMINTSTAATION'S NCftliP 360 APPROVAL LETTER HUMBER ON BARRICADE FRAME. o.: e.a
CONCRETE PROP. CHG.. 'o'.: ; P'.; .'o;:''a."P.:'e.'a', 4- CONFORM ALL SVNBOLS TO THE FHWA "STANDAAD AlPHA8ET5 FOR SIDEWALK ~~QNC PAVEMENT 12•PLACE SANOUAGB ON FEET OP THE FRAME FOA BALLAS7TNS. DO PX1T PLACE SANDBAGS ON TOP OP A STRIPED RAIL DA STABILIZER BAR, t%I ~VEMEPIT NOT BALLAST BARRICADES EY NERVY OBJECTS SUCH AS ROCKS, CNt1NKS OF CONCRETE OA OTHER ITEMS THAT lW]ULD CAUSE DMIAGE IF THE
HIGHWAY SIGNS ANp PAVEMENT MARKINGS`, (REFEfl TO SHEETS 4 I/ THAU 7). 5YM80L DIMENSIONS CAN VARY AMONG NANUFACTUAERS, RAMP gAA01N HEET 1 OF 7 SYMBOLSRARELREDOIREDITOCBE APPROVEOPBYBTHE OEPAATMENT.~L AT EXIT RAMP TODx SWEET 1 OF 7 ET 1 OE 1 DETAILS SNOWING JOINTS IN GONGRETE SIDEWALK BARRICADE IS STRUCK BY A VEHICLE. SHEET i OF 1 EET 1 OF 1 SHEET t OF 1
1205.08 ~ 1205.08 $48.01 $48.01 1145.01 1145.01
z ~ ~
p `mU siBExAL% Is' BroJ ~ ~ CW7 ~ ~ ~ NOTES: ~ Q
~pN Q ~ UTILITYBTNTP ~~-O.pf YIN,)) Z}"" ~(p Q ~ ~ ~ 1. CONSTRUCT THE WALKING SURFACE WITW SLIP RES25TANTANCE AND A 70+a CONTRASTING COLOR TO THE SIDEWALK. ~ U
D w ~ 7D ~ , ~N 1NIOA DMRB r o.oa {{N1N, o. 04 YYnXC.) ~ ~ U D W ~ ~ I" Q "11 ~ ~ 5 g (870. E'.B" CIMIR M 0.08 (Mh%.; 0.08 MOAN. } ~ ~ ir! p„+ 1" C •r1,..~ (n ~ ~ p H ~ r p "D~jN 2. CROSSWALK WIDTHS AND CONFIGURATION VARY 8UT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. J ~ N ~
(I•) ~ ~ ~ h OUFiMM 8~R+8N 0.04 tiMOAN. I (j, [}i w D I ~~tIID: Ha ".IUD u~i ~ m ~ x'~
18:1 Na%. AAUP ~ Li: C~ Z ,'IJ W Q ~~-s ~ oCO y~ m 3. NOR7H~ LINTARAF~TG gPpRA7CDHS,IH~PAIRS4 CORflECTIONHOF UTILTIES ORCALTER 6IFOR~ANYTREASON AFTEACSEPTEMBERD1F01R873ISHALLNCE ~ ~ 4 ur s ti U ~0 ~ ~ PROVIDE WHEELCHAIR RAMPS FOR THE PHY52C~I.LY DESABLED AT ALL INTER5EGTTDNS WHERE 80TH CURB AND GUTTER AND SIDEWALKS ARE d ~ H
" NCO n B" Q I- ~ H OO Q ~ ~ LL~~ ~ W A O ~ PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. ~ ~ J
" G7p M ,..a..,. ~ . L4 W Q Q w . ~ SECTION B z ,wo; ~A~ \9 Q ~~''C ~ ~ TN ADDITION, 3ECTI{iN 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION ~ O ~ ~ ~ ~ D' AFT€R JULY 1,1976 WHETHER A SIDEWALK TS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. ~ H
D ~ e ~F > D -C w ~ ra d '+^s a,.4" g ~ w H i 'r0
U) a 7~~ BCOEWALK .-._.~,Q~ , LD a ~ O ELEVATSbN n z TAAIM;iTiON DNfM' TTNH3ITION D 2 ~ p l~l30 + THE A1rIERICANS WITM DISABILITIES ACT (AQAj OF 199p EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL Ai6HTS ~ W f~ + p ~ PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS ~ RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL ~ p
WAB 9I[>trWAi.K _ SIDEWALK RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
L ~ SEE fiQTE_12 . , YAMTDMLE SLOPES MDT / 4. PROVIDE WHEELCHAIR RAMPS AT LAGATIONS A6 SHOWN ON THE PLANS OA AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
ro>:ACeDa1Rn (8.33b) ~ SEE NOTE 4 4'-O" {TYP) J N~--- SECTION A•A e~ TYF) AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS, PLACE DUAL RA1~P3
STOP LINE ~ AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CRQSSED AS POSSIBLE.
IS0~IETRIC UIEW mjS' ~__W_..W___W____ ~ BIUEM~u•K ~ ~ 3IDEWAIK SIDEWAIK n 8. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS A5 CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.)
~ T TNT ° z SEE ~ BIDEWALK SIDEWALK ~ ~ 1 70. Mes.ofl ' 4. 57 NOTE 1~^ ~ 4'-0" TYP :DEi~rtx ~ ~ ~ 8, PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. F7.) ~ Lt
C' NorE: a POPTTON aF oxE aR BDrx RAMPS ~ 5EE w ( I i+i MAY E%'IENO OUTSIDE THE BETIIfW. (+j w ~ - ~ w 7. SUCH PRICES AND PAYMENTS i5 CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS l9 ~
N NOTEBt FZ•I ~ STOP LINE ~c~i SEE NOTE 4-~ ~ 1. DETECTA&.E WAIBIIP%i s SHALL OOYER 2'-0^ LBIYOT ANO FULL WIDTH DF TILE _ RAAO~ FLOOR a8 9HOMN ON TtBE DETAILS. N ~ _ ~ NECESSARY TO SAT25PAGTORILY COMPLETE THE WORK. ~
' M~M (p 2. OBTAIN 70R OONTMAST YIO[BILITY WITH AAkTiNCNO $URFALYr <:ITHEA LTOHT-ON-DANK, ~V~-~-•'""---~~E%.PANBION JOINY ~ Pmt ((a m OA pARK-ON•LtOFfT SETRLENCE COVERING THE ENTCRE MVP. ~ 7 {~uEk'-9TD~ B46'.Oi) ~ ~ 1~. m ~ 8. DD NOT EXCEED p.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP Tp THE GRADE OF THE STREET. ~ ~
P" D ' ` p r D SIDEWALK C z zw NOTE r u~~%~ y / acs c~a D h ~ r 9. CONSTRUCT WHEELCHAIR RAMPS 4p" (3'-4"j OR GREATER Fri DUAL RAMPS. a ~ ~
IRAN N'M7'(H AREA ?S VARFAME 'W q' dg, l IIa M V O ~ ~ ~ ~-•r___.-......,_~ 1~'`lpT, fSPAN9IQN JO[NT ~ ~ ~ CfJ / ~ ~ ~ ~ 1p. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO 08TAIN A ROUGH NON-SKID TYPE SURFACE. r`°4 ~ CC~~ OI~~
t7 ~ Q . ...A_._ t9ri. __X._. ,,.8.._ f C ~ 0 0 0 0 0 0 5 0.0'~ s.B' s,e' a,o'** ~ ~ SIUENAI.K ~ v ~ C ~ ~ DETAIL SHOWING TYPICAL LOCATION OF WI{nE~~~(.}9IH A~.P.~., ~ ~ ~ 11. PLACE A EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN tlN STD. DWG. 848.01. ~ ~ ~
U U U O O U . ~ ~ G o.0' 8.B' S. e' D.D"* ~ U ~ PEOESrRIAN CROSSWALKS AND SrDP C.CNEs FOR TEE INTERSECTIONS oas^R m oro'R ~ W ~ ~ ~ ~ ~ ~ 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, ~ ~ U
~ ° ~ © ~ ~ ~ e' o.o •B e" r.3' 8.5"` ~ ~ ~ D DETAIL 5HI~ICNG TYPICAL LOCATION OF WHEELCHAIR w W ~ D WITH ALLOWANCE OF A 4` GLEAA ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (5EE NOTE 17j N ~
`"il~IAN~5D76~T0 MORE ' 8 7. ' 7.8' .O' TNIB PORTTI%1 ~ RAMP / ~ W Z ~ 1HAN 5sw oP 7HR RARE ' MUST ~AL1. WITHIN / / N Z E1 1P~^ PEDESTRIAN CRa83WALK5 AND BTDP LINES ~'i w 0 Q 0 ~ ® z,N B.8 0, 4.e ~ 'C DIAMETER 5' 3.0' O.B' 8.3' a.4' CR088WAK LIMITS, ~ N ~ ~ ~ ~ 13. COORDINATE THE CURB OUT AND THi: PEDESTRIAN CROSSWALK LINES 36 THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN ~ _ y ~ ~ THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SQ 24" OF FULL HEIGHT CURB FALLS WITHIN i~
IEEE NOTE 1M) :~u{ ~ _ ~ ~y ~.6' B.9' _ 8~4' 4.1' THE CROSSWALK MARKINGS ON EACH STDE OF THE FLARES. ~
D7 5' A.5' 10.M' 8.T 8.4' W ~,T ~ 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 1D FEET OR GREATER IS DESIRABLE. ~ W
8' S.0' 10.8' B~ B' 8.1' 1 1$. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE TT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TD STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OA OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
B m OIBTANC£ FRWI FApff EOBE OF SIDEWALK 2, 78 & 17 ROM!YAY ROADWAY SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE Tp BE PARALLEL TO THE INTERSECTING ROADWAY.
' TO BAl3f POINT OP 18:T (0.33x) SLOPO. PLAN SYMBOL PLAN S'WYWI. ".v:..'..'.'.u.' c.' `.''.:.'.e CCF SCR PROF03ED WHEELCHAIR RAMP ALLOWABLE LOCATIONS ~a.~:d.:?_ ^ , y',:? •.a.o w BAOX OF BIOEWRt% OAOP REQUIRED FON ALL 16. TERMINATE PARKING A MINIMUM OF 2p FEET BACK OF PEDESTRIAN CROSSWALK.
.p,•o. ~.",•'o. ~n. a,• SIDEWALK SLOPES. ' PLAN VIEW BACK OP SLDI:RALK DROP RFWINEA POA culQ CUT rDR FOfl PPOPOSDL PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...........ANY ....ANY 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (NUTCD)
BTOEMYJ,x 840PE6 0.04• DUAL ANRFB FUTURE Ra[P MTMeELOHAIA RAMP SHEET 1 Cff 4 DETECTABLE WARNING. DAMES ANY MDii SHEET 1 OF 4 SHEET 3 of 4 PUBLISHED RY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINk SUPPLEMENT TO THE MUTCD. SHEET 3 DF 4 MEET 4 OF 4 SHEET 4 OF 4
~}y~ (40^ MIN. FLOMI WIDTH) }N~ iw, ~i~' 848 0 ~}5 g48 f MS 848 M ~ V ~ . 05 18, WHEELCHAIR RAMPS SHALL COMPLY WI1H CURRENT ADA REDUII~MENTS. $4~ ~
~ ®m r_y2° VARIABLE z
N by w~ ¢ ~ ii)3" RADIUS 44d SPIKE - _ g" o~ ~
ft, ~ ~ 0.02 SLOPE - M ~ e S BUFFERED END SECTION ~ gyp'"' z >
mQ~~-Ni u.~awz rpT.~-~i 2" RADIUS ~ N ~ GC C) ~JaNZ r
- w z ~ D CABLE ASSEMBLY o 0 o x rn z a ; ~••-ter--. ~ " { s;7 -i ~ . 10d NAILS a ^ o,~; ~ ~ - r ° 70 -i _ _ '"+O ~ ~r
~•'•'••r++ ~~y' ~~-JOINT SEALER BASE COURSE-~~ / „ VAR. ~ W ¢ ~ LL ~ ALL GONSTI~JGTION AND MATERIALS TO BE IN VAR. a~~~H STRICT ACGORDANGE WITH THE ACCEPTED POLICIES
z~,4C}.C} ~ ~ (-~H"zW z~~t?~ JOINT FILLER- _1 1$q RADIUS r a N p W r SURFACE COURSE c~n ~ ~ o ~ OF THE TOWN OF MORi215VILLE, AND UNLESS
nL7~T-I pC©I-+ ~n~r.I SHOWING- EXPANSION JOINT II ~ • ~-+A 5 MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTEDI COUNTED) o°~~ SPECIFIED, DEFERS TO TI•iE NORTH CAROLINA DEPT.
I „ „ > D ~ ~ F ~ OF TiZAN5POi2TATION (NGDOT) STANDARDS,
~W W BEAM RAIL ~H y s ~--1~6" RADIUS ON ASPHALT CONCRETE PAVEMENT ~ ~ ~ Ca ~ ~ j (USE ON ISLAND 4' WIDE OR GREATER) ~ VARIABLE w a SPEGIFIGATIONS, ~ DETAILS, 0
BUTTON HEAD
BOLT 10" LONG PAY LIMITS 0.02 SLOPE 9,~ in , . , " THRU RAIL AND BUTTON HEAD BOLT (10 ` SEE TYPICAL SECTIONS ~ ~ N I~ M.
~ FOR PAVEMENT DEPTH. PDS7 WITH NUT , LONG THRU RAIL AND ~-JOINT SEALER o r r 1 4 KEY IN ON THE ' Ir~_" GONTRAGTOR SHALL BE RESPONSIBLE FOR
AND STD. WASHER P08T WITH NUT ANO o a - --r 1'. " ANCHOR PLATE "Wu BEAM LAST LAYER OF Lv i ETD, WABWER PAUENENT SURFACE ~ o , ~ THE LOCATION OF ALL EXISTING UTlLIT1lr5 I PRIOR 70 BEGINNING OF ANY EXGAVATIDN.
ASSEMBLY PAIL SHOWING GROOVED JOINT Q ~ ~ COURSE `-'-°SURFACE COURSE I 2" RADIUS- ' j ~ EXISTING UTIL171E5 SHOWN HEREON ARE " '
C ~ •aa a::j ~ Q ~ PARTIAL LONGITUDINAL SECTIONS BpSEXIOTINE PAVEMENTOURSE 1~" RADIUS-' o APPROXIMATE AND ALL ARE NOT SHOWN. u.
~ ~ ~ OF PAYED ISLANDS o s G 9 r~ -r••• •t C7 M 5 MONOLITHIC CONCRETE ISLAND (DYED IN IN ~ y
p W ~==fi==-==_~=__ ~ O ~ P YEMENI ~ ~ , ~ z = NOTE: ON ASPHALT CONCRETE A ~ D Q `~~~1NVUi'ulr~~~
gg WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE (USE ON ISLAND LESS THAN 4' WIDE) f"~ ° ~ . f 4 -i - ----VARIABLE
m o1 1 NAT - TY. 2 ~ D - ~ SHDR OD N BREAKAWAY POST Cy H ~ z COURSE, DRIVE 44d SPIKES INTO SURFACE UNDER MONOLITHIC x fi" LONG DIA, DEFORM S - ~ H (5EE SHEET 4 OF 7) ) B A IN P ° , BARS ON 24 C STAGGERED " M,
..I iZ TAI D CONCRETE ISLAND. STAGGER SPINES ON 2 CENTERS EACH WAY. / N Z r ~ TD. LINE P057 CABLE ASSEMBLY ~ H H po 0.02 SLOPE N n W Af'P (CANT: U.
y CI ~ B~6 t LONG ri7 Ia' ~ ° IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND +.'I 7J H GROUND Ud +.1 y ° ~ ~ ~ e ~ a a a ; o; a _ _ . - ~ Z SHILOH MDRRISVILLE, LLG = A~.
D E L % „ . Q Crl I"' xI (MONOLITHIC PLACE EXPANSION JOINTS AT 30` INTERVALS ~ ~ L VE BREAKAWAY TERMINAL % • ' D ) ~ ~ 4830 COLONNADE BLVD., SUITE bOD ~ 6 1 ,
~ h' '1 ~ P LEVVE STEEL TUBE ~ a ~ AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN -13/4" RADIUS 2" RADIUS J r- o osr s ExrENDS 2" ~ q v z I N BETE ISLAND ~ v SAN ANTONIO, TX -(8230-220 ,c9,~ ~ ~ y O PN. 210,b41.848~T FAX. 210,641.8463 ®
a C 5 MONOLITH C CO G ~ m ABOVE ~ d? y Q EXPANSION JOINTS. 9 o~n~~
N ~ ~ ~ r'~: GRD. LEVEL ° d (SURFACE MOUNTED) ON CONCRETE PAVEMENT Q ~ " Uz,} p LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) ---------------VARIABLE--------- - ?~unnTT~ Z
Z ro •r•'r•`~ SOIL PLATE ~ ~ IYITH THE JOINTS IN 7HE CURB OR CURB ANO GUTTER. /--JOINT SEALER r! a i w
i /~-JOINT FILLER ( FILL AND SEAL THE TOP Y2" OF 7HE EXPANSION JOINTS AND I / --4" CONC. COVER x71 BOLTS CURB AND GUTTER ~ ~ Town of Marrlsville h'
WITH z wASH~AS STEEL TU E 7HE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. pS CALLED FDR ON I O. D2 SLOPE APPROVED FOR CONSTRUCTION
~ OTT. 2 PLANS, - - ' . <
f FOR JOINTS IN THE CURB ANDIOR CURB AND GUTTER, SEE SURFACING o a ,U a a o ~ ~ ~.a ~a~ ~ ~o END 5~~~.A~~EMBLY ELEVATION a ° ird:. o>~:'u°o>~ 0 4' 8A5E COURSE .q oo~.~ .p~ a po
SHEET 1 OF 7 SHEET 1 DF 1 STANDARD N0. 846.01 EET 1 DF 7 C.A.T. "1 SYSTEM PAYED CONCRETE ISLAND sHEEr 1 DF 1 Signature: Date: t 2~1I
862D02 862D02 852.01 852.01 Town of Morrisville,T \ Engineer Date/Initials
Engineering:
Planning: ` n/
gther (specify):
E{~p,(Z~(EN-~ Signature: ~P ~ Date: Z
REFER TO THE "ROADWAY STANDARD DRAWINGS"-HIGH WAY DESIGN BRANGH-NG DEi'ARTMENT OF TRANSi'ORTATION- RALEIGH, NG, DATED JULY 2006, AND THE LATEST REVISION THERETO, TWERE70, Town of Cary Utilities, Water and Sewer
FOR APPLIGAI~LE DETAILS TO THIS t'RQJI=GT FOR ROADWAY INFRASTRUCTURE IMPR01/EMENTS R01/EMENTS
ON LOl^~R SHILOH WAY, BELSTAR AVENUE, I BUI-I-ETS DRIVE, ALL GONSTRUGTION TO BE IN f0 BE IN Engineering Inspection Services must be contacted X919) 463-6907 at a minimum 24 hours prior to I'"1
tNC,,C,,UKVHNC& 4NI i Ill I Fit MU'o I KC(GtN I t::VI I IUN Ut' I lit NCillU I "KVf~UVYHT y I ftNVNKl1 %Q.1 ( the commencement of any construction activities, ~7 I V P3 I_
DRAWINGS."
REV151ONS:
GONSTRUGTION PLAN SUBMITTAL sG&E; N/A TYP I CAL 5 1 TE DETA I LS REVIEW COMMENTS 07-21 -1
VIEW COMMENTS 10-15-10 a PRIESTCRA EN ASSOCIATES,INC.
PHASE 2 DATE: 1`1AY 4, 2010 PER NGDOT) SH I LOH CROSS I ING REVIEW COMMENTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 47
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609, Phone 919 / 781-0300. Fax 919 / 782-1288. Email [e-mail] / Firm C-0488
PROJECT. 2009-009,001 ISPONSORED BY. SNI LON hORRI SVI LLE, LLG PROJECT LOCATION: MORRI SVI LLE, N, G,
F:ALAND PROJECT5\X0THER5\2W9-0O9.001 5HILO-i CROSSING - MDRRI5VILLE\DW,\(OIN5TRUCTION\4TH SU13MIT7AL\ 47-NCMT-D'ETAI1-5,D1-6 Jan 06, 2011 - 3! 29 PM , CRE6 RELEASED FOR CONSTRUCTION

m ~ A" ASPH, GONG. INTERMEDIATE COURSE rr n PAVEMENT ~ ~ w ~ NOR S AUASE HESUAfACING ~ ~ ~ MATERIAL H~ S o7~-
N 9 9 " RAD. 2" RAD. PAVEMENT „ SURFA E ~ C a ASPH. GONG, BASE LOUR E ~W ~ u 6„ 2r- B t/A RAD, n ~ RAD, 3„ c(~.,"r', , ~D 1w• ~ -.1 EXPANSION JOINTS h- AMQD Gn E-~{ ~ q'-B~-G" Maui
pHb~ ~ RAD. ~7r RAD 1/q RA~ SURFACE Nab 1~1~jb~ ~b-n1~ ~..-.rte RAD, ~ ~y~-~..... a LLJ~M~ MI~`r'f'I~.~ EKISTINA EXZ$•
,m,4z.,i~~ ^ 1r'g RAD. p I A 'D,,' bQ~~T ,.1Z",1Zy, EXISTING U.J~4~-r ~ ~Q~-{~ ~ g" G" ~ kL.Jaf1~ a a a ~ z rn ~ ~ #a sari ' v srD. B44. D3 FRAME a a ~ ~ T ~ W ~ ~ ~ ~ a ~ ~ "p'r E 1 j,ciu-«~f 1 ~ n BRaTE~--...., & HO....... 0_.._, p__~ LLI a~(~ W.,
t7 b 37 b --1 tp n' • . 1 0: ~ 0: .'.q UJ cC Z 64. ~ iiI b C7 "H r n r r x r u m ~ . q ~ '•LD•, ~y- ',o~.°q irr ca: -0, , „ ~"ra°~o~ s"n 1 -D 2'•0' X 2 -O 1 -O 1'-D" QU~a~ x.n~~rn 3„ I ! ~ do~p~
~~Ct a..,p ~ '.4.. •C,..4.. LD -9.~ z QI Q W UI b ZM.OQ.TM r• ((S 'O,~p'G.'{l~P~.•'Q, N G' ~p, h N"" 'C• iu~ 1 "RAD, V7~FQU,1 ~H~a?1
' SilbH n r ~ ~WW..I ,S?4W bx~z 2r Bn t~ RAD. 1,_6x OQG?~ C) ~z IJ. G`1 a N _ I ~ h~i
' ~ D ~ z w b z~;>~ ~ 'a ~ar PLAN hM
r rr r r, n 9rr F>' "~r+ 2.6 CURB AND GUTTER 1 -6 CURB AND GUTTER ~@..~ ~ ~W "'~H r, ~ N a, ~ a ~p C7 ' ~ ~ ~ a CURB AND GUTT@R NITM CATCH BASIN ON STEEP GRADES LIJ~
Nz "X12" R1" 9" t1 "OR 1$" ' z ° h ' G3 ~ m a u. m ~ C] ~ ~ 7aP
„ ONCRET C B CONCID='I'E CURB D 4.O PROPO ~ w in ~ USE C3J FLAT ELEV. EXPANSION JOINT GRADES 2~ Atr'q UNDER
2r-@x Zr•Orr EDGE OF PAVEMENT 271 RAD. z'-O"
" r- n r- N , „ D X ~ PAVEMENT REPAIRS ON ROADS TO BE RESDRFACEI IE RESUpFACED 9' 4x O" DEPRESSED GUTTER LINE
~':d,9 ..4;1 a 2 a MIN. "RADIUS ~ 1 O 1 -O {PIPE IS PLACED UNDER EXISTING PAVEMENT) iG PAV€hIENT) ~ ExPANSION JOINT I PLAN OF TQP SLAB SECTION $-S
!'1 ~ 'q• 'GB" •'G."'°• . 7 Ir a,•, •.q• a q• o , 5 iD ':9:7•.•n:• .:rf, „ ~ m 19 1 •7 7.7 ~ p. p. . : p, p ~ o . G i s.. ~iirr,~:: 7 ~ ~ ~ ~ ~ ELEVATION ~ ~
pb.. 1 rr r~":;gi::a a~"::,.':a Il,. W `N r 16" 1`-10" T-1O" u„ ~ NDRNAL DuRB AND GUTTER pN LIaMr GRADES ~ ~ w cn fA
n ~ EXPt~S,S~4AY GUTTER SMOULDER BEAM 61UTTER ~ F W ~ ~ 24n 2r-Srr @~,@~~ ~ ~ ~ tj ~ ~-°-NOHMAi. GUTTER LINE ~ ua
~ W ~ 8" X 6" MEDIAN CURB VALLEY GUTTER ~ ~ ~ r, r.irr r n 2"- 3" ASPH. CONC. SURF. COURSE mN yF' cmOR 3O 3 9-1 t1 ~ F., N ~ Z EXPr1DN JO1N7-~ r g.. ~ {q ~ " ~ ` m rn S"~ iF.- E #8 nWn GARS #4 BAR Sn TDP ~ ~ r,L,
C w~ m -i 3s" 3`-e" 9'^a" A" ASPH. GONG. INTERMEDIATE COURSE JASe ~ W ~ m ~ ~ s "v" N usE oN aRADES vEe 2% ELEV, ~ ~ `
70 m z SECT ON VIEW OF URBS R RBS N R ° ~ m ~ , r ~ ~ I C _ 0 CU A D GUTTE S ° ~ -D a ~ 42" 4.5' to'-s" AsPN, oN , aASE GDUasE WnD yqj 6 C G E ~ ~ C: ~ D ~ I - ~ i DEPRESSED GUTTER i,1NE ~ rr( ~
• 70 N " ~ ~ 487' 5' -0" 11 `-O" - - - - - Q5 ~ v GENERAL NOTES: FILL x 1 ~Ep ° y p W D EXISTING EXIAi tO 8 -0" c(U ~ ~ ~ a lIl ~ ~ ~ EXPANSION JOINT- I NAX. ("`~`"'""°"""--'"u"- ~ EXISTING C1 ,p ~ ~ g" 1'.g° ~ IW AC
~ o -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT GROOVED OR SAWN z ~ ~ W v _ _ _ - dWaC 1~ `I ~
~ ~ A 15' PACING MAY BE USED WHEN A MACHINE I5 USED OR WHEN JOINT WITH JOINT H W ~ ~ °'p ~ n r n r n n D S N SEALER .111 M"" y ~ b 1 -0 2 -0 X 2.O 1 -0 t'-o° ~ mm _ ~ ~ ~ -o ~ ~ DOWEL IELEYATION N N" ~ ~ N ~ SECTION NORMAL CURR AND GUTTER ON STEEP GRADES ~ N
~ y ~ SATISFACTORY SUPPORT FOR THE FACE FORM CAN @E OBTAI ED ~ INT EA ER = Fd ~ C WITHOUT THE USE OF TEMPLATES AT 1O` INTERVALS. „ ~ GUTTER y A ~ ~p r
m ~ -JOINT SPACING MAY @E ALTERED IF RE4UIRED BY THE ENGINEER. ,r,. 1 PAVEMENT SURFACE ~ y ~ M~`~, ~ ~ ~ ~ ~ MTNZMOY OIMEASZON9 A7~ OUANTITZES POR COACA6T6 OATCN 6A6IN{EASED 011 MZN. HEIGHT N MZTH NQ AZ6ER " y~j ~ a ~ DIIEHSTaTS ~ 80x Adp PIPE C4tlE6 CU.YOS. CONC. IN HOX DEDUCTIOHg ..I Q
W ~ -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE ~ m tD ~ b TEMPLATES OR FORMER BY OTHER APPROVED METHODS. ,•'C•' d•' . ' a' ~ ' ~ ~ C,S ~ 4 PZPE SPAN wIOTN WIOTH SPAN YIN. HEIGHT DZMEMBION gppg.U BAIIS•tl BARS•W TOTAL iOP gpnpg ror,w~ ONE PIPE ~ ~ ~ ~ q A B C G H E F H0. LENGTH N0. LENGTH NO. NGTH 183. SLA@ gLA6 NEIG%f N C.N. R.C. ~ .
~ CONSTRUCT NON•TEMPLATE FORMED JOINTS A MIN, OF 11/2 DEEP. , p ' . . P• , G q , . , P' • • ~ . • . ~ O , • , D, ' ' r ~ ~ 12" s'-0" 2'~2" 2'-3" 0.285 4.772 0.015 a.026 15" 3'-0" 2'•2" 3'•D" 0,255 4,923 4.423 4.03a
^FILL ALL CONSTRUCTION JOINTS? EXCEPT IN a x6 MEDIAN CUfOIs PROPOSED . , ~ . ~ . ° ~ . . Q , ~ ~ , " D WITH JOINT FILLER AND SEALER. 18" 3'•0" 2'-2" 3'•3" 0.235 0.887 x.493 R•048
.SPACE EXPANSION JOINTS AT 8O` INTERVALS AND ADJACENT TO CUR@ & GUTTER PROP. " JOINT FILLER 24" 9'-0" 2'•2° 3.3" 0.295 1.001 0,463 0,495 30" 9"-0" 2'•2" 3'•4" 4'•3" S'-2" 4'-4" 4 1'-3" 2 3'-8n S 3'•S" 33 0.123 0.321 1.438 4032 4.127
ALL RIGID 0@JECTS, JOINT PAVEMENT LONGTTUDTNAL JOINT TRANSVERSE EXPANSION JOINT 3@° 3'-0" 2'•2" 3"-10" 4'•O" i' B" 4'•0" 4 1'-it" 8 3'•8" 3 3'-3" 43 0.101 0.85a 1.7ia 8.182 0.178 1 ~~~I~IrACI~ 42" 3''Oµ a'•2" 4'•5x 5.3 t'•5x 3'•2" 4 1'•3" 2 2'•11" 3 2'•11" 32 0112 R.31a 1.73@ 0,190 x.243
IN CURB AN GUTTER PAV~ElENT REPAIRS ON ROADS NOT TO BE RESURFAt 43" 3`•O 2'-2" 5' 0" 5'•8" 2' 4" 3'-2" 4 2'•3" 3 2'•it" 3 2'•11" 35 0,145 0.352 2.Ob2 a, 235 0,317
HEEr 1 DF 3 SECTION VIEW OF JOINTS SHEET 1 ~ 8 HEET 1 aF 1 {PIPE IS TO BE PLACED UNDER EXISTING PAYEMEI ITING PAYEMENTj SHEET 1 DF 1 EET 2 OP 2 b4' 3-0' 2-2' S'•7" 8'•g" 2'•7" 3'•2" 4 2'-10" 5 2'-ti" 3 2'-T1" 47 0.160 0.36@ 2.337 0237 0.441 SHEET 2 OF 2 L~~A ~ f'11 OAn ~ A~ * R1SER HAS .225 CUB1C YARtiS OF CONCRETE PER FOpT HEIGHT [!~/1 ~ r1A
$~tB .01 $46. Q1 $54.01 VR '*e## VV VNV Y U V VG
CI ~ C7 GENERAL NOTES: a~
~ -rnp 0 (J,1 ~ ~ BACK OF CURB F~~ USE CLASS "B" COIX2iETE THRDUGHOUT, C --1 NOTES: F-' ~ ~ "1 ~ PROVIDE ALL CATCH BASINS DYER 9'•S" IN DEPTH WITH STEPS i H~
Cy5" GN GBNTEB. USE STEPS WHICH COMPLY WITH STD, DPAWING 84Q N b Q ` THIS PRECAST ENDWALL NAY BE U8E0 FOR THE FOLLOWING ~ ~ U ~ N C7 OPTIONAL CONSTRUCTION - NOIIOLITHIC POUR 2" KEYWAY QA f ITN ESTD, GNAWING 640 86. Q ~ ~ - 4UR, 2" KEYWAY, OR #4 04R DONELB AT ~ ~
~ ~ ~ W Wi (FT.) D 8" W b b 1^ 'h CA v 4. , v , v ~ Y T ON 12" CENTERS AS DIRECTED BY THE EN02NEER' ' TryZ STANOAROS: 838.21, 838.27, 838,35 RND 538.39. L4.,IQHT„^ m~ Y y;•:...,.p Y - EER, d F{~ ,E 6aTTOM SLAB, a a ~ Z
~ " 1 ~ * INSTALL PRECAST ENOWALL$ WITH WINGS AND PAY Q sb~ fn ~ ~ ^'1 ~ Q•' USE FOAYB FOR THE COHBTRUCTIDN OF THE BQTTON BLAB, ~ b n ~ FOR IN ACCOINIANCE WITH SPEOIFtOATIOd1 SECTION 838. MJ ¢ ~ U^ x A ~ C) to ~a. - - - - v. _ IF REINFORCED CDNCBETE PIPE IS SET IN BOTTQN SLAB QF 80X. N BOTTQM SLAB OF SOX, ADO TO SLAB ~ ~ ~ LL~ S
- ~ ~ 1-O" 1'-O" ` U8E 4000 P8I OONCAETE. ~ U ~ O ~ 'T1 Z ~ m in a: • o AS SHOWN Did 6TD. ND, 840.00, ".C ~ b b * PAWIOE ALL AEIHFOACING STEEL WHICH NESTS ASTN 8616 H 2 F` Z W ~ CO C5 8" B 8" USE TYPE "E" " "F" AND "Q" GRATES UNLESS 4THEAWt9E FNDICA ESS 4THERNT9E FNDICAT~. 1" ~
~ W d ~ ~ FOR GRADE 60 AND WELDED WIRE FABRIC CONFOR NG ~ F-' b ~ ~ W b ~ ~ , v - - - - P_ " M b, H r NI ~L4,",F GT h, o., .o FOP 8'•0" iN 1MiIOHT OA LESS USE 6 WALLS AND BUTTQ SLAG. C} ~ ~ '!b ASTN 8185 WITH 2" MIN. CLEARANCE. bd~Q C7 ~2 ~ D 8'•0 TO 18'•0" TN HEIGHT USE 8" WALLS AND BOTTOM sIA9. r Y,LS ANO BOTTOM 3LAB. OVER ~1` G.a-1 3 AND 80TT4M 3LAS. ADJUST ~ a H
p ~ I ~ x+. p * PLACE LIFT HOLES OA PINS IN ACCORDANCE WITH Z . W A' WANTITIES AGQpRDIN(M.Y.
-C ~ ~ I H2 ~ OSHA STANDAfld 1826,704. H ~ "1 m v P,''e :".'v o ° - CGNSTRUGT WITH PIPE CAOWN9 MATCHING. ~M ` CSIACP I ' PIPE TO BE GROUTED INTO HEADWALL AT JOB 8I1"E BY , W b * PAN ~ g++ SEE NOTE CHAMFER ALL EXPOSED CfX8JER3 1". Hi H1 I CDNTBACTOA D ~ X 0.~ o
I " ALL ELEMENTS PRECAST TO MEET ASTN C919. T TI SECTION X-X ~CAMINO NOT 1O SCALE.
m - ' WELDED WIRE FABRIC NAY BE SUBSTITUTED FOA AEBAA ~ QP _.L. - - - -
- - - - i'"O" AS LONO AS THE SANE AREA OF STEEL IS PROVIDED. * CNAMFBA ALL CORNEAS 1" OR HAVE A RADIUS OF i". TOP ELEVATION FRAME RATE AND STEPS - TOP ELEVATION
' " _ ~ - 86 870, ,840.03 TEPa • STD. .940.88 STEP6 -STD. N0. @40,@@
8" O,C, TYP,J 8° 8 O~C,(FYP.~ REFER TO GWAAT 'U --REFER CHART FOR BAR SIZE _ ~ g+! ,ti,.___...,.A_ ,..._g" ~ ~ F~QR BAA SIZE NOTE;r TfE MINIMUM BAR SIZE SHALL BE #5 8AR5 ~ ~ `.G m p'• " ~ o ~ E EVATfON - ° -
~ ~ AT 8' CTS.THE CONTRACTOR WILL HAVE THE OPTION ~ ..1 ~ ~ ~ _ r: LK +w.,w.,. ~ .....,A~.....~.. ~ It" ~
H ~ EI¦EVATI N SIDE TG INaAEASE THIS BAR slaE A5 NEEDED. ~ C`I ~ } ~ ~.n a -0' ~ A~-- • ~ . E-.{ ~ N
m a N z A i'A N :~'I ~ °a s .
~ W w ~ ~~y, ~ 6 G ' m ~ sECTTD~ Y•Y 6' o 6" ro N ENDWALL DINIIENSTONS ¢ ~ , 0 ~ @x r m H
v' ~ ~ ~ ~ FT. NININ181 MTN.IMAX. MIN.INA%. MIN.fMAR, MIN.INAX. MIN,/MAIC. ~ W o S m p' D ° D - x~°•
O ~ ~ ~ PIPE DIA, B H1 FT, H2 FT, D FT. W1 W2 ° ~ ~ ~ ~ RISER HT, AR SIZE I I t 1 t D W c A' L1C r" p' VARIES `o '~e F. ~
y ~ C3 , 4 1,0 #5 @ 8 51 on .0018 5 .261.5 3.DD13.76 6.50f6.0O a ~ ~ uti v p..•o'.''• 1 D ad~ r Q ~ ~ .
A? rfl I I III ~ 1.a5 #5 @ 8" 1.25/2.00 3.0013.76 1.2612.00 9.9013.75 6.5015.75 z ~ ~ gn ~ .n " ~ -I ~ ¢ C ~ " n o .9 ~ SECTION J•J : ° ~ °
•D 1.5D #5 @ 5 1.2512,00 3.0014.26 1.601x.50 8.5013.75 6.5D16,75 F- ,Q 2 11 e m n','"';, m - tlI ^ r„ t ~ ° ~o WNEAE SO" TO 86' PIPE tS OSEO "0 ~ ~ 2.0 #6 0 8' 1,5012,50 4,0014.75 9.7512.50 4.0014.25 7.5018.25 r $ 'P SEE NOTE SECTION M-M SECTION M-M a W
rn m H z v W WNEAE aa° TQ 5a" PIPE ~ ~ " 4.00111.50 ~ ~ m ~ WTIERE 30" t0 88" PIPE IS USED ~ D 2.5 #5 @ A 2.5Df3.5D 4.00(6.00 2.0013.00 45015,50 1 _ y RtaEA HT. ERE 42" TO 54" PZPE IS USED ~ v N
~tpp ~ I 8.D #5 & 8" 8.0013,50 5.tltlf6.00 2,7513.50 • 5.2515.75 11.50111.75 J N vARtES „ mar ,
~ ~ • O Q• 9,5-. -.#5 @ 8 3.2514.5D S.DO18.76 3.2518.50 8.8018.75 12.00113.25 ~ b w - ^ - - - _ J J
~ r ~ 4.0 #5 @ A" 3.5014.50 8,60(7.00 3.2518.50 8.6016.75 13.00113.26 ~ ~ .i B M ' A r
~~aH n , ~ ~ , A . 4,5 #5 @ 8. 4.OD/5,80 B.SOJA.50 8.2514.00 7.0019.25 13.50!15.15 u, e A " 6,
5.0 #5 & 8" X4.50/5.00 7.0016.60 3.2518.00 7,2519.25 13.75!15.75 ~ 5.5 #5 @ 6" 4,SD15,00 7.6018.50 9.26!4,00 7.2519.2& 14.00!15,76 a d I u ,43 a ~ m' 5,
i 6.0 #5 P A" 4.6015.00 7.5018.5D 3.2514.OD 1.7519.26 )4.75116.75 WHERE 42" TO 64" PIPE IS USED n~~1,.!-,~:. e_': 1 °',T". "n''o,' o, ;n•,d.;p ;n• o. " a'"'',' .n•, .n•.
DETAIL SNOWINQ NIETHQp
SHEET 1 OF 1 SHEET 1 OF 1 Es'T..i _OF z, OF RT ER C N R TI PLAN PLAN PLAN sHEET 1 of a
see. ~o ~~e'. so aa€o: o~
F~TI N07ES: MORTAR JpINTS iF" + - "THICK. ` m 1 Y z l~ o N v oN
W`,.~.~ ~ USE CL455 "B" CONCRETE THRpUGHOUT. F'-'„?- G~ 8,. A g" OPTIONAL MANHOLE ~ H 2 _ USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAa. ¢ ~ ~ W E +a
j. M O ~ ~`.k,., USE G4 BAR DOWELS AT 12 CENTERS. H ~ ~ U ~ M p ~ Y OENEHAL NOTES: Q~
m0~-H~ DEDUCT FOR PIPE(S1 FROM TOTAL CU, YD8. OF BRICK MASONRY. iy,~a W 2 i ITib~~-~H 8" C CHAMFER ALL EXPOSED CORNERS 1". H Z "I ~ D PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" b b N ~ I W ~'•1 Z I U8E C1ABS "B" CONCRETE THROU6Ff0UT. HERS 1". ~,,,,,J~M~ N071r: ~ reROUGN4uT. a~~x ALL GONSTRUGTION AND MATERIALS TD BE IN
b ~ -1 _ ON CENTER, U~ STEPS WHIGN COMPLY WITH STD. DRAWING 84p.56, ~ Z +b ""1 _ ~ b D m CAVE T D EXPO NOT 0 TS ~ ¢ ~ ~ ~ ~ °Tl ~ ~ ~ X X ~ OP'fT(%4AL GONSTRUCTI~I • MONOLITHIC POUR, 2" Z ~ y CON 0 L ALL SEO A AR J IN F^^ U ~ d C7 I ~ ~ ~ D I » ` D W4 BAA DOWELS AT 1E CENTERS AS DIRECTED BY YONOLITHIa POUR, 2" KEYWAY, 06 ~ NTEAS AS DIREOTEO BY THE ENGINEER. aCF1 STRICT AGGDRDANGE WITH THE ACCEPTED POLICIES
fn O USE BRICK OR CIk7CRETE BLOCK WHICH COMPLIES WITH 7HE AEOUTREMENTS ¢ F i ~ CS 7" Z b ~ © = w in ~ ~ ~ USE FORMS TO CONSTRUCT THE BpTTON GLAB, Z,.,, •01•- "T1 OF SECTION 640 OF THE STANOA110 SPECIFICATIONS. ~ ~ Z W H ~ r' " 0 ~k ~ rH6 94TT4H SERE, r~°"~w OF THE TOWN OF MORRISVILLE, AND UNLESS
pW A ,lOh1LO,r I bpry i m Mao i 1p~ a nU~ ~ TP REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BO%, AOD TO SLAB (IK w-rd I. h ~ LL ~ t ~n LL TP RFINPORCFD CONCRB'TS PIRF TS SRt IN BASe , ~ ~ AS SHOWN GN 5T0. N0. 940.00. C7 b GO ~ j ~ - - ~ ~ ~ ~ ...-...,.......I_.,. ADD TO BASE As 9troWR1 ON aTANDARD NO. 84Q.00 PTPB TS aKt TN aA3E SLAB 4F BOX, ~aLL,H..J sTaNaARD Na. 844.44. ao~~ SPECIFIED, DEFERS TO THE NORTH CAROLINA DEPT. o
D ~ M i pD w~ ~ , D ~ • y m FOR 8'•0" IN HEIGHT OA LESS USE 6" WALLS AND BOTTOH SLAB. OVER ~ ~ J ~ ~ - ~ . ~ PROVIDE ALL JUNCTION BOXES OVER 3'•8" tN DEI V I 8'-0" TO 16'•0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. PD,IUST F- ~ ~ OF TRANSPORTATION (NGDOT} STANDARt?S, XES OVER 3.8" IN DEPTH WIrH STEPS I-
CA HO r - tlUANTTTIES ACCORDINGLY. [1 b CO © r • - - • 12" pN CENTERS IM ACCDIiOANCE WITH STD. INS. DANCE wITR sm, ras. a44.~. loo SPEGIFIGATIONS, ~ DETAILS.
~ CONSTRUCT WITH PIPE CROA'NS MATCHING. r, d Z g" =I y"~ I 3u I'"- ~ AODUST THE STEEL, CONCRETE AND BRICK NASONE CHAMFER ALL E%POSED CORNEAS 1", 70 INCLUAE THE ApDITIQN OP THE MANHOLE (t,E ETE AHD BRICK 16ASONRY WANTITTES ~ ' OF THE NAHNOLE (i,E. DTAGONAt. BARS
Y + ~ OR MANHOLE COVER58 FRAME 174 BAR BEOIOHTNBRICK~YASONRY~IOPENTNGOINTOP'5LABt) ORAWING NOT TO SCALE. IPR.lAN OPTIONAL SPACED 8 G IN TOP SLAB, ADOIT[QNAL VARIAB:E ~PEHTN6 IN TOP SLAB.)
Y • INCREASE THE SIZE OF THE 8" OPENING TO 8" NA%., AS DIRECTED BY THE C. TO C. NA%. DEPTH OF THIS STRUCTURE FROM TOP OF BO7 ENGINEER BY ADDING 2" TO THE WALL HIE(rt1T ABOVE THE TOP ELEVATION. ADJUST BRtCk YAY 9E UBEO ELEVATION I8 12 PEST. ;TURF FROM TOP OF BOTTOM SLAB TO TOP GONTRAGTDR SHALL BE RESPONSIBLE FDR
W QUANTITIES ACCORDINGLY. z TO ADJUST FRAME d ~ PLAN H 8" COYER TO SURFACE THE LOCATION OF ALL EXISTING UTILITIES i PRIOR TO BEGINNING OF ANY EXCAVATION.
~ TOP SLAB y ELEVATION MAX, 1' 4 ~ EXISTING UTILITIES SHOWN HEREON ARE
C) m P -t• ~ ~ Q m v,~ r Z - G 4,. WNQTI=rJ: p m ~ ' o C ~ APPROXIMATE AND ALL ARE NOT SHOWN.
b TOP ELEVATION TOP ELEVATION ~ ~ ~n ~ 1,•, TOP SLAB ~1 6"- u ^ r ~ • , H 0 2ND OPENINGS INCREASE TO 8 OPENING. = g - OUTLET PIPE , H IF REGD. ~ ~ ~ N - , c~m~
'i ~ OPENING G"' ~ y ~ ~ ~ ~ , E F 1 ' FI QA 1'~ ' m ~ 6" N z - G ADD 2ND OPENING ON ALL ~ Q ~ ~ Z m :~.-A- I o s' ~Z~~
~ _ ~ a" INLETS LOCATED AT A ¢ a -I N INLEt PIPE - 8"-~---~ ~ C ~ H ~~lulu~~y~~' ~iy; d }.r 4. mmmm~ ~ ~~R ~~~~i I.I.
~ q ~ / ~ - I- LOW POINT, ° 'v D g" ~~W~L
~ ~ p o 6„ ~ 1 r I ° ° a ~ ~ H C. ~ 5~~~~Q~ . ~D ~ ~ i~ I ~ ~O c~c~ ~ ~ ~ PROPERTY OWNER AND _d ° ~ ~
~ ~ p I I ~ ~ y, IC7 DA~118ION8 AND QUANTITIES FOA QONCABTN JUHCTIBM ~1IES ~Xfs ~ ~ ° ~ APPLICANT: ~
Z = 4I TR DIMENSIONS OF BOX AND PIPE ~ d AEtNFOACENENT TOP BLAB GUfiIG YARDS TOTAL QUANT: IDa Toni QUANrirIE3 DE~criaNa FOB ONE Q ~ ~ 8 Box AND SLABS PIPE Cli.YaS, ~ W ~ N SWILOH MQRRiSVILLE, LLG 26 1
_ ~ m ~ ~ - _ f¢^ ~ ~ ~ 9" PIPE SPAN WIDTH NBIGHT BAR8 "A" DIMENSIONS IN BO% BOX ANO $1 ~~D ~ ~ rn ~ ° . X830 COLONNADE BLVD., SUITE 6OO :4~ 77 tiluLt LBS. cu, rDS. D.s. R.D. _ ~ ~ iv SAN ANTONIO TX 78230-220q '~q G'I
-D A' H SECTION X-X .-sEE NOTE SECTION Y-Y ~ W H TOP BDTTQN WUIt CBS. GU rn~ z ~ W ~ O Z z p EXP. JOINT D A B H No. LENGTH E F SLAB sLAB PL. of x1, AEINF MIi Fr. @E xr, aEINP MTH. "N" ~ ~ ~ f H. 210.641.887 FAX. [phone]b3 `,t`~` ~ .
~ ~i MIN. OINETISIOM$ AND QUANTITIES FOR CATCH BASIN (BASED OM MIN, HEIGHT, H) W ~ ~ Gp 1 12" 2'-0" 2'-0" 2'-3" 12 2'.9" 8'-0" S'-9" D.167 0,167 0.185 22 0 DIM FOSDIM FOS BO% & PIPE _ AEINFORGING SLAB CU. YDS. CONC. TOTAL BRICK DEDUCTION 6" 'A T'~ V' ~ © 'q v 7 15" 2'-S" 2'•S" 2'-8" 12 9'-p" 8'•3" 3'-3" 0.198 0,198 0.204 24 O aia5 22 a.75a a.41@ 4.o2a ~ ~ ~ ~i CCr (V} 0Q mm ''"J Q.204 24 Q.B02 0.023 OA38 ~ " I~~TI11111111111Ytlm f
D7 O PIPE SPAN WIDTH HEIGHT BARS - X BARS Y TOTAL OINENSIONS IN BQX MASONRY ONE PIPE Op~~ji~ W ~ ~ 8" a'~ ~ x 18" 2'•8" 2'•8" 2'»9" 14 3'•3" e'-6" 3'-6" 0.227 0.221 0.222 SO 1 0.222 30 1.065 0.033 x.049 ~ V
~ D A 8 H N0. LENGTH N0. LENGTH LBS F G TOP 3186 SGT. SLAG TOTAL PER F1. HT, TOT, FOfl H C.S. R.O. CU.YDS. v 12" 3'-8" 2'•3" 1'•10" 5 3' 4" 7 4' 7" 28 0.'-10" 3'-7" 0.214 0.321 0,535 0.350 0.656 0.020 D.037 0.043 M 24" 8'•0° S+•Ou 31•S" i6 S'-9" 4i-0" 4'•0" 0.288 0.298 0,25$ 40 1 x,253 4a 1,434 0.055 0.085 4.296 5t 1.880 0.092 0.127
~ 15" 3'•6" 2'•3" 2'-1" 5 3'-4° 7 4'^7" 2B 4'-10" 3'-7" 0.214 0.321 0,535 0.350 0.744 0.031 0.059 0.043 I 30" 3'-8' S•6 S•3" 19 4'-S" 4.8" 4-8" D.S7S 0.378 0.206 61 1 Z 18" 4`-0° 2'-8" 2'-4" 6 3'-9" 8 5'-1" 36 5'-4" 4'-0" 0.263 0.395 0,658 0.395 0.938 0.044 0,081 0.049 m S6" 4'-0" 4<0" 4'•3" 2Q 4'•9" 5'»0" 4'-0" 0.463 0.463 0.833 84 2 o.a33 64 z.aat o,i32 a.i7e Town Of Morrisville
- 24" - 4'-0" 2`•82'-10" 6 3'-9" S 5'_i" 3S_ = d -4'-0" _0.263 0.395 0.658' 0.395 1.136 0.078 0.134 0.049 8!' ,..~1_ 42" 4'•8" 4'-8" 4'-9" 22 B'•S" 5'-8" 6'-8" 0,660 O.G80 0.370 77 2 a.37o n z.e7s 01a4 4.243 APPROVEp FOR CONSTRUCTION U 0.447 111 3.623 0.236 4.317
36" 4'•0" 3'-8"' s'-4" 6 4' 7" 1O 5`•1" 44 5'-4" 4'-14" 0.318 0.477 0,795 0.438 1.472 0.122 tl.199 0.049 p-t~ A 48" 5'•4" b'•4" 6'•3" 28 6'•3" 8'-4" G'-4" O,T4S Q, 743 0.401 111 3 36° 4'-6" 4'-0" 3'-10" 6 5'•1" 11 5-7" 52 5'-10" 5'•4" 0.384 0.576 0,960 0.485 1,879 0,176 0,276 0.058 5~41~VN Y"'Y 54" 5'•16" 8'-t0" 5'•8" 28 G'•7" 8'•SO" 8'•10" 4.888 0.8~ 0,444 126 4 0,444 126 4.283 0.267 D, 401 W
42" 5'•O" 4'-8" 4'-4° 6 5'-7" 13 6'-1" 65 8`-4" 5'-16" 0.458 0,684 1,1401 0.535 2.340 0.240 O.S71 0.062 80" 8'•8" 6'-8" 6'•9" SO T-9" T-6" T•8" 1,442 1.042 0,481 145 5 SHEET 1 OF 2 48+~ 5`-0" 5'-0' 4'•10' 6 6'-1" 14 6'•i" 71 6'-4' 6'-4" 0.495 0.743 1,238 i 0.559 2.725 0.313 0.478 0.062 SHEET 1 OF 2 HEET 1 pF 1 o.a@, ,4s 5.43a o.3a7 0,435 Signature: pate; y X14 SHEET 1 DF 1 Town of Morrisville,
- 840 ¦ 0~ ¦ J f 68" 7'•1" ?`•1" 8'•9" 32 7,•18" 8'-1" 8'-1" 1.210 1.210 0.518 169 5 8413. Q5 N 4.51a iss s.an D,444 o.ses a Engineer Date/Initials
Engineering: y ryR,
Planning: ~ G] j N
Other (specify]: fin,(,
LL
REFER TO THE "ROADWAY STANDARD DRAWINGS"-HIGH WAY DESIGN BRp DE51GN BRANCH-NG DEPARTMENT Signature. 1lfA Date:
OF TRANSF'ORTATIDN- RALEIGH, NG, DATED JULY 2006, AND THE LATEST THE LATEST REVISION THERETO, Town of Cary Utilities, Waterand Sewer
FOR APPLIGA6LE DETAILS TO THIS PROJECT FOR ROADWAY INFRASTRUc INFRASTRUCTURE IMPROVEMENTS
ON COINER SHILOH WAY, BELSTAR AVENUE, ~ BULLETS DRIVE. ALL GONSl ALL GONSTRUGTION TO BE IN
a~rnC>rYeA~rC 1nl~TU mum Mncr 1~>;rGA1r ><»17!/11`! nC TLtC AI/'.T'1P]T ~~pneninle~ r pnenl~laY FTa1vlrYbL7r"~ Engineering Inspection Services must be contacted (9191463-6907 at a minimum 24 hourc nrinrrn
!-wl/vl~l/T1I'rvL. r it I I I I I IL I. iv? I I~LVLIM I l..vi 1 IV n vi 1 I L I ivNV rw! .11r v. the commencement of any construction activities. r
DRAWINGS."
REV 151 ONS:
GQNSTRUGTION PLAN SUBMITTAL SCALE; N/A TYP I CAL 5 1 TE DETA 11.5 REVIEW COMMENTS VIW COMMENTS I-15-I0 07-11-1 o PRIEST, C RAVEN ASSOCIATES,INC.
REV I EW COMMENTS 01-04-1 1 LAND USE CONSULTANTS PLANNERS/ LANDSCAPE DESIGNERS/ SURVEYORS /ENGINEERS
SHI LOH CROSS ING PHASE 2 DATE. MAY 4, 2010 PER NCDOT)
PROJECT: 2003-009, 001 SPONSORED BY: SHILOH MORRISVILLE, LLC PROJECT LOCATION: MORRISVILLE, N,C 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609, Phone [phone]. Fax [phone]. Email [e-mail] I Firm C-0488
F;ALANU PR0JE6T5\X0THER5\2609-009.001 5HILOH 'RG551N& - MORRI5VILLE\Dk6\(915TRUGTI(N\4TH SUBMITTAL\ 48-Nr-WT-DETAIL5.DW1 id,, C6, )01' - 3'29 PM , GREG RELEASED FOR CONSTRUCTION

2' MINIMUM NNPAYED AREAS) VALVE BOX CONCRETE ENCASEMENT
15' MAXIMUM - AT 3000 P5.1.
r T TO BE PLACED WITH 5' TO e' I' MRL ~ I 5 MAXIMUM No22Lf° FAGS THE TYPICAL FINI9NED TYPICAL FIf~9FED GRADE ~ .~NN ~ppE
TRAV>~.IFIRE IN PAVER AREAa ~ n T' z IN AVED AREAS
SfDEWALK 4 ~ I, LOCATION SHOULD BE COORDINATED WITH NCDp DINATED WITH NCDpT ALONG _ _ ~ _ - ~ •o..',f tYS. + ,
I = dF APPLICABLE ~ ~ STATE MAINTAINED ROADWAYS, GONC'RETE 3 ~ ~ ` EI'UASEMEN Y
cuRe d GUr~R ~ "rv I ` ` 2. LoGAT10N SHOUIJ7 BB CaORDINAT'ED WITH MoRI FINISHED tDINATED WITH MORaiSViLLE ~if,:4,'t{~ lrii: v'' r. 2.O : y ~a:r, r,:
ROADWAY , "J • ; . , INSIDE TI'E MpR1218VILLE TOWN LIMITS. ' ~ ~>r 1 BASE ~'M",~:r,"+.:~ J?~?t i:'. :'m4:.}~~w,t•.u .wJ~t:•J'~""r~ r(~PAr~1f~E/Dy,,A~REGA51~ 1>'VX~Ntrti.' I i .rl'I~•µr'iy:Y "k '1y!! 1ttiw If' ITIIVP,1Y:Trl l"!rl
,a^«'"•` k:~`[+7'-TAMPED BAGICPILL ASPFIALT ~ TAMPED „~,y~;:i.~• , waxr",w '''l ~~F' + tie .9 rr :~.1•.•w•4` 1'yV ~;1'• HOR HB BITUMINOUS ~ ' .Q
I CAST IRON VALVE BOX qua .~.k. , ,xy~.:;n= ~ ,r.M ~ UNDISTURBED BAGKF H•y ,',A~x~r, ••+;>,;,.a'H:?~,'r .,Y,'r, a.",• ~ ~,~+`r~FYy ~i11~•~i:+~?~ '':y;' :.:.fir".';.. ~.`~~i • ry~.~' .'P,~~ GONGR~ MAY BE • ~ • '
0011 •r `o-i''~ d„::S" t.• •'M"c pY W"}."w~ ~ P w" t•c:;•itA'.t'~''~GSr'k' .4+•«, \ •yro:: +N:;:'aE+. .~t!'`'r. •.rra:°:»:°.,.e .~J'Yg4"." c:r; w::f.:; . e,ny,, a~~ 't a:`;+'~i. ~ _ _ . ~,ngr41kK1',!n°j!'~)-+.", th :'"""`'tia'"a= r"~^°"`~fiM'~'~r• 3/4" STAIHL~99 ~E::'~,I,(•„ p',}~ M; 12' THKkNESti l-2, ;:n:.r'Hr;^,It:y ":.'+f" . ..tts y,,,.. ~ . , - - - - - - - - - - ~ TUMINOUS a;. ~e+,~ a 1 Q , ~TAMPETI ' " WATER .4
'+t4:?•~r~';~<~a;~:! ~:~°i..iiu' 'Y''F,~a`•ip:4a~!e^ STEEL RODDINEv"y,w,^;~„• "~*•'1~ vir MINM~b1 QF a Gl1BIG WLGWR ryyrly>r.:!ix, ,.STy„++ tx K"ty'o:~'ia'•fi f'x'a:.•%+. „,~C'.:Y'as.:'lyter,;a~+.~FYYr§ RAhP • i. FEET OF No. 9T MAY EE `r,. ''''"'H, ,:',;;s; ~ !'i''3' pAGKFILL USED ~;•."''~r,`,~,~iiH ':~;~~;..`.?:;~;;h; pQbp~Q
STONE SI K 44N ..;z• r^r ' NNPAYED AREAS 1 . `3,°c;';; CANGRETE ENCASEMENT ~ ~
''i: • • P.> yti,F§,N' ~`s~i•„ofF+!'f,:;•,;Y~e ~:r'.t`y~.F`` p.1.:•4K,^i": I~dD1~TURBPD ~J~OIL \ \ _ ~ ~ VALVE ` A7 3400 P,5,1. d., ~ OF 5IT7E}~IALK ,.I,. ;~;•d,".'„~t1; ~ .'M" ~ ~ 9 ~ .
MEGWANIGAL JOINT PRC>~D - NO OBSTRUCTIONS IN THIS I}YpRA,NT ' MEGHANKrAI J01 bNGLUDING LRNDSGAPIN6)
b' 6ATE VALVE CONCRETE BLCxKING ,,';;;~s::,, CONCRETE THRUST BLOCK MAIN LIi~ MINMUM 1!3 GUBIG 2' MIN. NOTE ro coNraA~roR, .,j ;,~~"~~c~°~::
I!3 uu.yd. ro 3000 P,S.I, TEE DUCTILE IRON PI YARDS AT 9000 5' MAX. VALVE BfIX 9HOU.D WJT ~ .,~':x;j'^.: r.`u.:'' ^s:' VALVE BOX eAGdCOP G4RD GQNTAGT MAIN 4R YAL VALVE fT4 ~ I.,PEELED'VIATER" I 4R "SEAR" A5
5. HYDRANT MAY BE LOCATED (AT LEAST I-F7) BEHIND SIDEWALK CURS & GUTTER I. TGO' OF BLOGKIN6 TO BE 2 OJG1~5 FRCM WHEN IT CANNOT' BE LOCATED INSIDE Tl•~ UTILITY STRIP. APPROPRIATE) CD6t (7P PAVH~STIr MAIN MAIN PLAN VIEW
HYDRANT wE~ HOLES, 6. HYDRANT SMALL EE INSTALLED AT LEAST 2 FEET BEYt7~"l TOP 3'
2, HYDRANT TEE MAY ~ 5UB5TCIUTED FOR D,LP 510FE OF ANY DRAINAGE DITCHES, HYDRANT INSTALLATION I ,;ELbG~ ';'}'`I 'i• ~~rAMPEI
NIPPLE AND RODDIN6 TO VALVE. VOININ THE DITCH LINE OR SLOPE SHALL BE PROMIBIIED. MINOHUM IC 3' BAGKFILL ~
3. IF HYDRANT IS LOCATED ON A DEPARTMENT OF y. STD, RODDkr6 AND BLOCKING FROM GATE VALVE TO HYDRANT N~1[ESa RADII TRANSPORTAT~N ROADWAY USE D.OS, MAY BE 5UB5TITUTED WITH A GONGENiRIG RING RESTRAINT L ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL PtE ALLOYED, UNDISTURBED 2. VALVE OPERATING NUT MUST 6E EXTEN17t57 SO THAT THE' DEPTH 19 NO
57ANDARDS FOR LOCATION OF HYDRANT. 5Y5TEM SUCH A5 MUELLER AQUAGRIP OR AN APPROVED ECUAL I. WATER hE'fER AND U,F.ANOU'I' SHALL BE LOCATED ON I~.AT AREA IMMEOIATI3.Y pRODUG7 PROv1DED ALL PIPE 5E6MENT5 ARE RESTR/UNED, ADJACENT TO RIGHT-0P-WAY. EAR~i GREATER THAN 8' (FiJ FROM THE SURFACE USING A MANUFAGTUFl,~t
4. HYDRANT' SHALI. BE LOGAIED FROM 2 TO 15 FEET FROM BACK OF CURB OR ED6E Of 8. STD. RODWN6 MAY ~ 5UB5TI'IUTED WITH AN APPROVI=D 2.ON STATE ROADS THE ARE H>'DRANT SHALL BE LOGA1'ED BEHIND TF~ DITCH. SECTION VIEW APPROVeD I:xTENal~1 kIT•
PAVF.NENT. WEDGE ACTION RETAINER GLAND. ~ y ~ 3. PRECAST CONCRETE ENGASEt'~NT IS ALLOV~eD OUI'S1DE OF PAVED
DETAIL No. RETAIL Na. DETAII, No. D1?TAIL Nn.
STANDARD HYDRANT INSTALLATION FOR ROADS WITH CURB & GUTTER 06000,06 STANDARD HYDRANT INSTALLATION FOR ROADS WITHOUT CURB & GUTTER 060pp,06 STANDARD HYDRANT LOCATION sNEEt 2 of 3 EFFECTIVE: ]2/10!09 ~TION 06000,07 • STANDARD VALVE BOX INSTALLATION 06000,0$ ~~r , a~ z r~t'~cTTVC: I~iao9 sI~EEr . ~ z
EFFECTNE:12110l09 + ~ b EFFECTIVE: 12/1D/D9 GL05ED PIGKHOLE9 (?J srANOARO vALVE eox CAST
6~'4" Q Q FINISHED GRADE FINISHED GRADE ENcaSEO WITH cowcRETE
gy° DaOo~ I" RAISED LETTERING STANDARD VALVE BOX CAST ENC 11.VE BOX CAST ENCASED WITW CONCRETE ENCASEMENT PER TQC SPECS.
y4" ,J~" panvp (TO~DABELBP WATER" OR E'VGA9EMENT PER TOC SPBG5. w.,...• TOC SPECS. ':~t , +,i{.y.r. , .a
_ Q 0 "SEMEt2", AS APPROPRIATE) ` GATB VAL •,r.: r
j TYPICAL .
.J- BOX SHALL 9E CENTERED 3/4' ALL-THREADED STAITl.E55 STEE4, RODS (GUI' TO LH46TH), ~ , ~ ~ . 2` OVER VAI. TEE oR FASTENERS SHALL ALSO BE 57AIN.E58 STEEI. RODS, EYE BOLT ds~ tit
GROSS 1~3E; RODDIN6 SHALL NOT EXCEED 10' tFTJ IN LENS VALVE OPERATO 2' MINIMUM Bfx INSTALLED IN VALVE OPERATOR EXTENSION SFIALI. BE INSTALLED IN ALL GASES WHERE
4" i ~-B THE VALVE OPER THAN a-Fr DEPTt THE VALVE OPERA70R 15 GREATER THAN 9-FT DEPTtI FROM THE
v g7i~8p ~ TI'S SAME A1T~ERW. AND . ~ . a .'•''.a NON-RISING STEM EXTENSION
z SUPPLIED 6Y THE 5Al"if ~ ~ I ~ . ~ U D MANUFAG , • WITH SQUARE WRENCH NUT E
V' ~
9' ; 4 - - SPUR GEAR GATE VALVE " ~ " ~ ~4 4, I OPERATOR EEVEL GEAR, MIN~4:1
OPERATOR
~"B" I " b~" ~ t ~ Q GATE VALVE
' '•4 ' YMr4T TYPICAL EYE BOLT TYPICAL EYE B01-T ~ UNE ll
G4NNEGTION GONNEGTION _ , T b" 570NE BEDDMh UNDEa PIPE d VALVE A55EM~LY
8" ~ i~" GONCRI:TB BLOGKOd6 11NE m b' STONE BEDDING UNDER ~ {~q~ LI1~ PIPE !VALVE ASSEMBLY
1RY4" a COMPLETE BOX
IO 0.3' f0'
TT M TIN STAINLE55 STEM. ROD I. VALVB BOX COVER SHAI.4 WEIGH A MINIMUM ~6 Ibb. F*?A!~?~! 05'
r _ _ " - I. 9~ STANDARD THRUST BLOCK DETAIL. l0' 4` ~NIM~ g " 2, ENTIRE VALVE BOX ASE>EMBI.Y d COVER SHALL BE 4Y ~ 4` ~N1M~N'1 IOC 8 MINIMA"1
~ ~ 2. CfONGRETE SHALL NOT GONTAGt BOLTS OR " CAST FROM GLA58 35 GRAY IRON. aY 4 ,
7j~ A Y T1 Y MADE ~ 12" b ~5 ~ MEGHANIGAI. FITTINGS. 3 85EMBl. 51IPd.1 BE t~MEra CALL AND
~ N MANJFA•GTU2ED IN 1NE uSA. 24~ 10 3. RODS SMALL Nvr BE COUPLED.
DETA1LNo• DETAILNo, RESILIENT WEDGE GATE VALVE ASSEMBLY ASSEMBLY naTAnn. N°. RESILIENT WEDGE GATE VALVE ASSEMBLY n~T.AU. No.
STANDARD VALVE BOX INSTALLATION 06000,08 STANDARD VALVE RESTRAINT 06000.09 FOR VERTICAL INSTALLATIONS,1 b'° TO 24" 06000,10 06000,10 16'° TO 24" sx~r I ~ z ~F>vcTiv~: tylora~ FOR HORIZONTAL INSTALLATIONS,16" TO 42" z or z
ricer f OF z EPFECTNE,12I10/09 EFFECTNE:12110l09 ~r z ~ z EPFECTIVE:12l1D109
STANDARD MANHOLE wNG AND
y MAIN SIZE P P uNDISTLReED 501E END I E SIZE ! I I CONCRETE 1'3000 P.S I) APPRAPRIAA
I. FOR MAINS THAT ARE TO BE BXTEtI[7BD USB A VAL ` ~ a" - 12" a' aLOW-dam m ~N ~ v,~~ ~ • MINIMUM CONCRETE BIOGKING C,Y, " Y d •T H' F b:NF~4~'f?:b;xftiA~h3,P';G ' A"F'"'f~:F:".M."14y Ob44'A:b THRUST S1O, CURB & GUTTER (SEE DETAIL OTOOOA3) ROADWAY PINI5HEC7GRADE
• d T AND THEN REDUCE TO THE 2 STANDPIPE. NOMUVAL PIFB 1EF5 TFRII5 ~ ~ ;a < ~ ~`i°. TRENCH A E g"" 'tk°~4NC' e la 6RBATER A5 APPROVED BY OWN ENG ~ ; • DIAMETER DEAD q0• B~ A5• B~ 'BEND III.6EHA COLLAR (3(k'YJ P.SJ p " ' " " " i. I ~ I 4 x£~~Y4~~P~xg.~:.:._. " °~~i, ~r~4`~1',1• WALL
2, RODS SHALL BE HOOKED INTO THRUST COLLAR. is ~ F`N•i ' V v ANGHDR D.I.P. I G I C I D.I.P. BASE COURSE
~ • 4 ~9 /9 ~ ~ ~ RING ~ ~.'r' MAIN MAIN
t S,F w C g~u : f:~b'i. • ~ ' ~i.~ $„ykrt~„ u,~ ~ w . TANDARD VALVE ~ 6 y V v y ?Iiyr g'e~; F~ ` , ~ g g~~ e ~ a a~,e TAMPED r EGGENTRIG GUJe 5~GTION
/3 ~ /3 /3 /3 TRENGFI WALL 2 ~'Z., . `33, i. ~P~; ' ° ` • . ' ~f.~9,a~.4 ~ BAC•KFILL BOX INSTALLATI 5 , . •..y SEE DETAIL 06000.Oa ANGHOa
s ~ Y~ ~ ys ~ ' RING Mal?unaN Ala "
coNC 5nx2~En SOIL SE b PAVBMBNT 10 3~4 y2 ~ ~ PIAN VIEW SECTION VIEW VALVE5IZEDFOa THE PROPOSED u5E ~ ~
"'4sp,"Y...,py~ 4:Y. "w.~M"'ix :iA, o- S .7„~;:"ry.•::p i ,:~,,..a~:M1~''s'.~+ ^w;iay::+:;r.~,?r;;,'ae:.~p*y"¢i•; Y•^n,~•r•:'? • ;•y Q7N .,2d;::^-;::.:4rai,
M .>;+};,•s k S~Lt 3.~."y:~a~.:i:7M 'r„'~m p - ~j y .,4.S4F ,,.'"Y?" •*~.ui1~•'Ss tG+.n {k+''a[:.r s;,,Y:: •...{,a.~,61a4?•~'~"dv IZ ~/4 I.0 73 /3 J9 • r+rnr... '?rn. "~a'~::..,F.:~~•'„ .•..~w z ' °'''Yo-..;,~0~,,x' \ SEE hrGYTES ~ ~ • "v' GATE 4' DIAMETER
u kiYµ..o- '!Sa'F+r.':a~n:~,•~, ~i:.:.:....: s,~'xlx: ~ 5/a THREADED RODS (EACH 51DE) rFYj :+~~Y F.'+•'°'•"Vl~'`" THREADED GOUPLINb 6"-i2' HOOK ENDS INTO CONCRETE 2' DRASS 012 D.IP. NIPPL : ~s'+Ya'lir;..a~, r w rs;k;~:+~;~t~'. SCHEDULE PRECAST MANHOLE • ~ BRA55 vAL ' COLLAR • , SEGTiON r.
aa~ ^ s: xa FROM FINISHED GRADE N1 I.O ~ 3~a ya COLLAR (b"MINIMNILENGTW ~.:Y,:>~,a~°'.,.,re,!.)sy.: ~M.~~N,: :,^Y'.•~~~eir:' ,~:~,f:~•r:';wu~ :.JtF„„~I.. s ~l'. AM°ED4,Y;~: w eYY.~a.. y4.A. r.,§~`: j. 4~~ `'...,r.,,~, 4,, :::r~.' h.,.s:.~"t' PIPE DIAMETPR GONGRETIr TtIRllST Gq.LAR AIJGMOR F21NG Rita REQUIRED . ~ A. ; ; ~ FITTI Z" TYPE K COPPER LINE ,4~. TEE 4•
,~k dr": .."44gc+%':a~d§;'+•Fs a:" AGKFI '~~d^i3`+'~'S'a'y' ,V~ TAMFEDBAGKFI ;.rr„r, .3?ny; ,;a• ~:,rs- s;{' wr¢:, Y{.~~ ~sh ?~v> F"yY!5;,:• I I I Ib 2A Ind V ..•sSY"". ,~~i' <.?.'.n"e+~~} 6.. ,p!~,o.•.;~~~ea'%" aw+Yy, ~ ~'S:.:g, ha,~,. ~;,rr.~ a"r x' r.;p:sm' . b...+.~•••~g."~~cp .,Y ai,:r:s:,sk"5a.>:.c,4+}'~:•yy:,sa. r.4.'. {s^.,.:m„,...;.;,., s?: F3 2 ~ A B G I."}!; 'tr" a. .~Y~:.Fs:;,n''~",^s Y,., IK. s :'z::•:,~„•"+uae;,, d r*' .sw;,• .,F:~.~.w+,.p ;p.„• ~ THREADEDBRA55 :Y.k. a, :^Fl~y Y.,nt•;:'.., Fps,:' ! Jy ti:~ ~'.T4; w ~*r p:": p„1:i' yk':a '',+,!F.;,{•p.`F: ' * • I MAIN GOaPORATION STOP WITH
, ,xYpr "::"yyy;,TSb•.'i.~ts~..;;p,a~:?p4s;:,X^+@.Y :.qMF;. ;i:pF'~:'^ ~ •k: r.., s 'i:...".,,;rr• . . 'p F° .o-.:•rrr~Y ...~."v.~ n.. to r:n:~ S~6 ..t;;s:,•,w;!!~q:; :d~• :a:.r`~ •'9~'. k"4'3:s(~ .•;,a~,. "oyro~s"d'44;;.K.Yu+'~esri• Ye:.'"'• a.~~tlrt.^.'v~::~,;+'. oR DlrinLE IR/JN PIPB " UNDISTURBED b", a", 12" r-0" r-o" z" oNB • .:n+txF ...;<at' r : k rx.. '':MKrXi a. )ti„Yi'•~ : Frr ' :i.. , ~1::.„ .4q ; it:•,.:.,;;~~aya;er>r:.R?~'h vr. .•.u:2+'~'. w M• ; ,,,V ,V 2~ V ~ s%• ° : BR1~59 SERVICE SADDLE " I8" PIPE GAP
+.,4.;"` a,,~4 ~ 1~3 ~3 +'J ~3 y3 Ib" I~•4" Ib" 2` ONE ?;>~'k"'?:: ,#m+• EARTH p~ „~'4,k', y, r D.Ia' '.°~'~A, ff ..i.+ByH'1 p 1 p I M Y r ; . ~ MAIN
:..5, , irr.;,,a"' ai!~~x'' ~.'~a ....a~ . Ya „.,,rr + 2D I-4 I-0 3 01~ f+rmp:^!r ''•1 'a.` ,:k~r,•}; aiypik:#.^P o-.~ :N. S': in'„'F•. ''i<,~., or, ~"GA~~'c+zs s; x'5~r ,r,~',,r,;r 5.:r!': '•'Rt^. rwa r ..tM~, !;s:::;,. 45~' ..z:,~ •-'~:~'aT::'~'' :'•r~.' 20 2.0 34 3 ".....:.•r,. '"~"".paa'!~r•.a.p.a'i•.h.ar°~.. ,b, :~:•^::~"s :rY~;n;,W~4,'~',~:'~: t: +~s'. .:~5~.F •Y.<amY m.. ~ :,-.w A^' AL 'k~:,':: r'•.",::~''..: .:}gip.. n.'•:'.. ' ....:e`•YS4rr I ~4 I/ rqw. rs:. >.',.'•'•.^,~Y.,, 3„,'~,ia•d~. +A Y'"•'a.FN•7q.:, ti~'•.5.s,:..Y ..;Y~ •"'F ~ 'L ::Y... IA « 12'-No, 5T 5T0?!E 12i MINIMUM
..;,Y'i;r4 y3M.r.,s}..;5;;:.w.?1ga'~~. ..;?io:.~..,yspu,..g.,'J„le~•4s.;;a. ;..dw,: . ,as;:kY, FS.^: '~r`4~~"iS Z¢° I~-4" I4.0" 7W0 ..x.;....:yk;,a...,o.,:dm.. s, me:.,, ,..YF>,..:>.,ssK, "•e....r:~;?rv'<y":w~.':'r. ;;,.;e:tgi:~',?.~„py. 'w:::r,~"a:. GONCRETB BI.OGKINb h1R'IIMIR'7 THRDSTGOLLAR ~ r , q.st "'~'isisn;x':'i•:b~Y''IitiT:~„'••••,f•~a.. °s•!wd fs"~, .e N d'e, ~ Y F:YS• $:a;4~:•. ,,.'s.F:'..;:'.;ss ,rv§ ~ +.•n t±~' r.++71y: wu~t'~.„ ws ~z' ? bn,~.r§ .~3:, ,.,.t .rr<o-.,.';t+,.7crk :s".;;.a. f... t.,.YgY;. ,Fg.5, s`,+''..,,.. ..YP~,.~>x.; acnp:•.:,.tyn't s:.~:.tya^. ~p.,sg.~, Ih3 GUBIG YARDb AT 9000 ~ 90" I~-~" I'^2" 4" 1W0 GONG '`~ik`i'.::::`;},k'4aF::?F,.s„;:: a. a~:;r`;err':",M ;,6,+, • 2W 3A "~*k~g,ita•:'•y~„n.;~a,ns' s'l,.Y:,Yra ..,.Y " REINI
5'MINIM~I ~ 1~ ~s r-a" I'-a" ~ Two MEGHANIGAL JOINT ^,:;F~„"tu,"~•~',~~~`~"wr'.~sa..•' . F .'4;po.:.., CROSS REINFORCING CROSS SECTION ~
TAPPED CAP 2" T+'ReADEV BRASS oR DUCTILE IRON PIPE (t 12 INCHES IN LEN5TIU L ALL PIPING AND FITTINGS, IN THE MAWIOLE, SHALL EfE 6RP5b. m
I) FITTING 5I'IALL BE WRAPPED MOTH A MAIMUM 4 Mq. PLASTIC. b' TO ib" MA 2. COaPOaATTON STOP SHALL BE LOCATED IN TIC TOP OP MAIN. (,~,J b' TO ib" MAINS = 14-ND, l BAR9 3. MANHOLE STEPS SHALL EE PLACED I b" O.G. WHB4 DEPTH OF MANHOLE EXCEEDS 5
7J 1'10 GON.,RETE SHAI.1 COVER F30L7S OR GLANDS. 2p' TO 36" 1 20' TO 36" MAINS = 12-NO. B BARS ~ 4. SEE DETAIL O'IOOO.02 FOR MANHOLE STEP SPECIFICATIONS. t
M CONCRETE SHALL BE 3000 PS,I. MIX, Y ~ BARS PLACE a BARS PLACED AS SHOYtJ
DETAIL No, DETAIL No. v~TAU. No. STANDARD COMBINATION AIR VALVE MANHOLE OFFSET FROM MAIN DeTatL N0'
STANDARD 2"BLOW-OFF ASSEMBLY 06000,11 STANDARD REACTION BLOCKING 06000.13 STANDARD THRUST COLLAR INSTALLATION TALLATION 06000.14 (FOR POTABLE WATER SYSTEMS) 06000.15 ~ECr , ar I EFFECTNE:121101U9 ~r ~ °F ~ ~ o
~ ~ i EFFECTIVE: ]2/l0/09 EFFECTNE,1211D/09 R+~ f ~ z EFPECTIVE:1211DlD9
~~~,.~~~~1s, ICARp'"'~~,,~ ~
NOTE: . ,~d ~S Q ~ W
ALL TOWN OF GARY UTILITY GONSTRUGTION PR4P~F'TY ay~~ ANA
SHALL BE PERFORMED IN ACCORDANCE WITH ~ I ANTI TOWN OF GARY STANDARD SPEGIFIGATIONS - ~
AND DETAILS IN EFFECT AT THE TIME OF SHII.OH MORRISVILLE, LLG = 9 7
CONSTRUCTION 8830 COLONNADE BLVD., SUITE boo ~ , Ica.` SAN ANTONIO, TX 78230-220q %~9 ~ ~
PW.210.b41.848`1 FAX.210.b41.0463 .,~0~ .,,~~Fy Q ~0~~,.
NOTE. ~Irfu11„~a' Z ALL GONSTRUGTION AND MATERIALS TO 8E IN
STRICT AGCORDANGE WITH THE ACCEPTED POLICIES Town of Morrisville
OF THE TOWN OF MORRISYILLE, AND UNLI=a5 APPitOVED FOR CONSTRUCTION rr,,
SPECIFIED, DEFERS TO THE NORTH GAROIrINA DEPT, U
OF TRANSPORTATION (NGDOT) STANDARDS, W
SPEGIFIGATIONSy ~ DETAILS. Signature: ~ C _ Date: t 13 t R
Town of Morrisville, o Engineer pate/Initials
Engineering:1~~~~,--
CONTRACTOR SI-fALL B1" RESPONSIBLE FOR Planning:~~lc~ ~ It C~=~,,,-- THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING OF ANY EXCAVATION. Other (specify):
EXISTING UTILITII+S SHOWN HON ARE
APPROXIMATE AND ALL ARE NOT SHOWN. Signature: Date: 1 ~ ~ '7
TaWN o~ GARY ST,~N~~~n ~~~Y~I NC~S: own of Cary Utilities, Water and Sewer
RE~~R TO TOWN O>? GARY STANDARD, 1?~TAI ~.5, ~ Engineering Inspection Services must be contacted (919 463-Ii907 at a minimum 24 hours prior to n
5PE0I F IGATI ON5, AND THE LATEST REV 1510N THERETO I the commencement of any construction activities. 5 ( U 2- 60
FOR ADDITIONAL INFORMATION.
REV 151 ONS-
00 N5 TI2UGTION PLAN SUBMITTAL SCALE. N/A TYP I CAL WATER UT I L I TY TAI L5
45 REVIEW COMMENTS 0-15-10 PRIESTCR-AvEN &AssoCIATESINC, L REVIEW COMMENTS 0 4 15 1 a ~ REV I EW COMMENTS 01-04- I I LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 49
SH I LOH CROSS I NG PHASE 2 DATE. MAY 4, 2010 ~
VI LLE N. C PROJECT. 2009-009,001 ( PER TOWN OF CARY) F I SPONSORED BY; 5HILOH MORRISVILLE, LLC PROJECT LOCATION: MORRIS 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax [phone]. Email [e-mail] / Firm C-0488
F:ALAND PRDJEGT5\XQTHER5129M-,W9,CO 1 5HIL04A GRO55ING - MORRI5VILLE\DrC\GGA5TRUCTI9VV4TH SUBMITTAL\ 49-UTILITY-MTAIL5,GM9 , Jin 66, 2011 - 2:35 ?M , GREG RELEASED FOR CONSTRUCTION
-

STAHAARD MAIJI~OLE R1N6 t A PAVI~#IT SHALL E'E 5AY'k'! TO PROVIC~ A LI.ElW E DOVER (5EE DETNL OTODOG"~ B MH RHIG FMbMIOI.E B 11PTE5' GONGI~TE PA7GH SCORED JOINT WITH 91TUMINW3 JOINT SEALANT. fTl PROVIDE A GLEAN EDGE. ALL FILLETS SAWEp PAVEMENT GUT5, GOV1wR FOR SANITARY 1 y4" RAISED LETTERING ®Ry4
USE POUR 8/8 MCH ANCHOR t 9000 P.S.I. JOINT SEALANT. fTTPIGAL) ~pLAGE y,UTT{ 2" SURFACE 5ENlER IN PAYED ~+D FLUSH)
SPACER. Bolt PRANE ib I. VERTICAL SPACING = 18" O.G^ ON VERTICAL WALL ONLY. EJUBTIN6 PAVEMENT PATGk SHALL ~ T NC 1 GONGRE OR BI GQURSE (rYPIGAL) 0 0 ATGH SHALL BE 1" 3000 P.S.1, ANGRETf OR 7" 81x082
s'-o' kk PIPE PIPE 2, STEPS TO PROTRUDE MDJIMUM S" FROM PAGE CF STRUCTURE WALL ANM , ~ A A (I) VENT HOLE ° EXISTING PAVEi'tNT ~oR7 N A R
/ ~ SHALL WITHSTAND A VERTICAL LO D 400 LB5 AND A NOR ZDNT , t., r 5 • , FULL-OUT LOAD OF 1000 lEh, WHEN INSTALLER. ' 'f" MINIMUM ? ECCENTRIC ~ ° ~ GORROSIi><I ~ .5 . i ' v:xt,;nwt iih ^~~rS^:;ii~. ~iir; s,{i~, ';ivi~ktiu'r:;titisti ~ c~t;ii{ii. ~
L4PEI2 UNIT RESISTANT MATERIAL. 3. ALL 5TEP5 SHALL BE YER7IGALLY ALK~NED IN A STRAIGHT LINE. v:xt~;;.wt iih e. ,1"' : •ar.::i:r. G y O ' ~ TI
T P VI W ~:;•%vik,;;i;;;4{;i;:;~{i Iz" 4. NO STEPS LOCATED INSIDE MAW~.E CHIMNEY, e" STONE DO NOT DISTURB :r A
u ';w I/2' C>fAMI:TER EXISTING ST '~:iviS?'vii iiini~i•~iiii' TINE ST 12" '~N,A'^rw`ti 12 ~i PILLET$ 0 RyA" l2) PIGkN01.ES *F.~:^~`~%,;11.."• tf~i pO W~'r DI5IURB p o 2 t?I METER
HL°IGHf ALL LPT H71.E5 WHICH GOMPLETEI..Y A 9TEEl. ROD 4' MIWMUM vH ~ P^ ~~pp VAWES PL~iRATE TFE MANHOLE SHALL ~ t..~ COVER r,.!I~' ' :,4:"V, ~.;~r+„^ EXISTING STONE ~r ~W I" A
DIAMETER PLLED WT1i TIOFJ-SFRINCRk3 „ •r . ~ dr, 2 w . a ' ~ GRANULAR MATERIAL OR PLOWABLE U. OR FLOWA~.E ~t~~:;:.Y« s''";" ~ 1 MINIMUM
SECTION VIEW , PILL To PRL~ENr SErnEMr~Ir ' (LNSUITABLE MATERIAL SHALL 9E REPL1k.ED1--' TL~'EN'f . r , ~ f CioVER BQTT~,M V) EW _~RB~LAC,ED ~r„~rt•~~;~, COVER TOP VIEW
ALL PJn'ERNAI. JOMTS SW41 BB SEIIPD e ~ .i.~':`',ti;,: ~~as2~,~' }~a;,~ RISER UNIT WTH AN APPROVEI? JOUdT SEALING qry,~ ^w„..' RING TOP VIEW
MATERIAL ~t~ ~`';,~r'';^,, 25" MIN, tN ~ r TH o
5TT3~516" MANFIOI.f STLtP5 ALOHS A V(SiTICA1 ~ ON CENTER : WALL OVER THE ET~tJIENT F1PE AND u PIPE DIA ~18 3~4" ~5" MINIMUM o- ~ ~ ~ ~
VERTICALLY ALI6PIED (SF.E DE * DIA. + 10 OTOC'OAy 14' MIFMMUM
BASEUwr ~ CONCRETE PAVEMENT W21N5 oR 131111. RI62ER J01 ASPHALT PAVEMENT r---'-'- I ~yx.
°.r ~:.e:. ~ • . PPE ' ~ I. PAVEMENT CUTS SMALL BE REPAIRED WITWN A MAXIMUM G'P T}N2EE {S ' ~ ALL PIPE I 'k GOM•itETE HN82T CONDITIONS DO NOT PERMIT A PERMAI~'NT REPAIR WITHM TIFF GIVEN TIM AXIhUM OF THRB'_ C31 DAYS FRar1 THIz DATE THE GUr IS MADE. IF T~j I' M N, ~ 3" ~ i" A T S T 0
.•~:•d+ i:. M~TTNGSPEGH"ICAT IITxM THE GIVEN TIME LIMrf, P82MI5510N TO MAKE A TEMPOr2ARY REPAIit L ALTERNATE LETTERING
t ';,r PIPE • 8" MA%IMUM MU5T BE OBTAINED FROM T+E TOWN ~151W55t. , BE USED ONLY DURING INCLEMENT WEATHER VIFIEN A5p1iALT PLANTS ARE M~~I I ~ ~I
b ~ t~', ` 2. CONCRETE TRENCH GAP ON ASPHALT STREETS SHALL BE USED ON.Y 17UF 12" 6£GDINf° (N5T STONFJ 8" MN. THIGICFEYs ~ ~ NOT OPERATING. Ex1END®BPSE-- ~'i+.f:wa~.;•.~t,".,:•;J",, 61.... 33yq'"----~-il zye" ~ S'~ SPECIFICAAONS;
SECTION B-8 yam, 3, INS ~ ~ SPYING FIGOMPAGTION IReMt9VT5 BY 901L5 TESM 'TED TO 95115 MAXIMUM DRY 0EN51TY, TFE CONTRACTOR SWAJ.L E!E n rr 1, CLASS 35 GRAY IRAN, ~VT5 9Y SOIL5 TESTING GERTiFiEA 9Y A LICENSED PROFE5510NW. TIO~, N A-A 2, CCNPLIES WfIH ASTM A48 CLJ58,
I. ALL MAFNIDLE cQNNEGnq+3 SFIALL BE PR~AHRIGAT~ oR NAPS T T T P c{ri7ED wTN A CAHCAEIE CARING MACHIF?E. E C ULA EO S EEL S E GEDTEGHWGAL EN6INI~R, MMIMA+I V~I&HT5 J. ALL LETrERUJG SHALL. BE CLEAN, CRI5P,
7. ALI MANH'.}LES SHALL ~ VACWM Ti=9Tt?p. ~,CTION A^A ,$,~TION "B-B" ANa cc;:ARCr cEGISr.E. iWB,L POTENTIAL, 0R HIGH MOISTURE CONTENT THAT CANNOT MEET RM6 190 4, D6MESTtCA11Y AfAaf ~ NANUFAC7URED f
3. EXTENDED BASS; RfolU~ POR ALL MMNIOLEG WTTH MORE 4, BAGKPILL WITH A WGH CLAY CONTENT. M16H SHRII4c-St^B.L POTENTIAL. O OfT D>~ ~ ~ GO"PAGTION REQUIREhENTS SHALL BE DEEMED LNFUITA9LE AND .MALL ! 4. PRWIDe A MNkMUd 0.1 POGr IN-cul'txkoP POR STRAI6Ht Rua5 5, ALL PAVEMB'iT PATCHES SHALL PROVIDE A LNIFDRM AND SMOOTH DRM ITA9LE AND .a~AJ,I, ~ REPLACED WITH 5UITA8LE BAGKFq.L MATERIAL. DOVER 120 rHE USA,
AND OJ FOOT IN-0VT DFIOP FOR AN64E RUNS. AND SMOOTH DRMNb SURFACE, T07AL 31O
DETAILNo. DETAILNo. DETATLNo. DETATLNo.
STANDARD PRECAST CONCRETE MANHOLE 07000,01 MANHOLE STEPS 07000.02 STANDARD TRENCH AND PAVEMENT REPS VEMENT REPAIR SECTIONS STANDARD MANHOLE RING AND COVER 05ooo.a~ a~ooo,a~ SIHST t of I EFFECTIVE: 12/]0/09 (TYPE PAVED AREAS) sHEEr t aF +
EFFEL'ITVE:12l10109 SHEET F OY s EFFECTIVE: i2/1D/09 s~T S ~ F EFFF.C"1'1VE:12f1D109 4
(9) FEX HEAD 3/a"-Ib 5 ~ ~ ENTIRE SfftVICE SAME MATBiIAI B ZINC PLATED BOLT YIITN RING WASHt~ ~(b u+.E95 M PAVED ARPA9 DVhRRE THE ME MATERIAL REP6 h#IERE THE THREADED BRASS ( GI.EAJ?:V'F SHPdl. BE
I" DIAP1rTER t ZING COATED STAIW.E55 STEEL NUT MIWMUM 3/8" x HOLTS WYB, BEND AND RI9~t MAST LE 1~ STAINLESS STEEL NkoKF ~ MUST LE 4' GLEANGUT WiTlf ~ R16HT~A-WAY OR EWE
CAST-IN ENGANT I - THREADED EiRA59 + OP EASEMENT, tb NOI" I W INSTALL GLEMbUT MSDE
STAIN.E55 P5.1. MIX1 ~ • • t•' •.i , . (4 R~UI~I CONCRETE ENGASEh>ENr SPECIFlCATIONS; yam- RpP 3400 P.S,1. MIX (TYP PMISH 6RApE d"MIN, I 4" P1PE
~ 1, CRAY IRON. ..4, , ' y'.'' • " M I to ' A A 2. COtfPLIES WITH ASTM A48 CL35B, II ~8" ~ ic, rt•
2" MINIMIAd 'n ~ . • s i ' " ~ IAb OR 1/8 PIPE BEND 3. ALL LETTERING SHALL BE CLEAN, CiU5P, TYPICAL ANO I;LEARLr !EC(B1E • ~ ~ ' l - 'S• '.6
871 4, DOL(EST(CALLY A(AOE AND AfANUFACTUREp •U°• ° - - -E~- !N THE USA • >a° ARa • • ~;;!s~' i _ a a ~ STANDARD flR@GAST MANHOLE ~ DETAIL OTOO~ODU
~ ~ ~ , t : J " RING ANDGOV~ U RH AD PIP V W . . • ~ ~ .,a .....1.:........., ' :Jl AD PIPE VIEW i u.~NOUr Sul. e~ Pr,ACEV AT ~
~ ~4, w v ~ • • fat uatv::5:;,, MINIMUM • • ~ I' wr,HT-oF-rwr oR ~D~E aF EArr. 97 DO NOT INSTALL GA, MSIDE A FENG€,
~ Y I RNSED LET7ER1N6 i r p 71 MM, BASE WSER STACK MAY EE 4°
4A'~ r :y+'~'~~;,:• ?qAY 5~~ .:1,5.''x. (TYPE COlkEGTI0N5TnEt"OUTFALF.SAND 4' GLEMIOUT rpTH AND THREADED BRASS ~ b" Td NO MORE 7HAN'90' ABOVE b14BtT
6REATE32 M19T BE MADE RRO {4) I" DIA. HAW?LING IICk.ES ' ~ 0 ' ! , ~ ~ " . STANDARD GCH"q'AGTED ' ON A 2q S/q DIA, B,G, FRA i N • . ' !sue FOR GONNECTk7PJS TO 15" AND LARGER tMMS e PLACE SERVICE MYERT AT GRa'N ELEVATION OI°
~•IF-~ COVER SECTION ME SECTO , • , , . , MANHO BAGKPILJ. MAM.
COVER TOP VIEW 8=B - ~ • • III SIDEWALK d'NIM, FM15H GRADE ~ SLOPC POR 4' PIPE 151AS MMIM;M. SLOPE fOR b' Pi"E 15 O,bAi I,~„
PAVEM91t CURB t GUTTER i;' OPTIONAL CAST-M GROOVE ~ FOR a r+ F:. i e°°,' d MSI,
~je^ 4 oIAMETER MANWOLE RING SECTION VIEW PVG GAP
GASKET' AND COYER n1 LME WPE PITTING r~tovlDEV AT TaP GuJAR1ER of THE NAM IH LIFE WYE 19 R6GlgRm FOR SANITARY 3EWS;t SERVICES GUARTER OF THE NAM, z (SEWS SERVICES X "
~4 ~ ~ IN9TALLEO W1H FBN C~TRUGTiON WHEN PARCEL AFtl7 g' PLAN VIEW r ~vKJE LPGr ARE kHDY11 AND IDLHitIWED ~ 91 PARCEL AIA7 ~ Mlx. ' " ; DENTH~ED ON GM .1~ FLE>QeLE CONNECTOR GOMEMIATION WYE
4" PIPc MWMJM t MpNIMUM GRADE OP IUSK A4D II8 SEND 'g~ ,4y.4 •.~~t/r )~'Y •"J~/.«.. .i S,;~,I N
may" ~ 4 1 i~g,
D8" 2 MA fM I. MANHOLE RING TO BE BOLTED AS SHOYiV YU ROPE MASTIC SEAL BETWEEN PRAhE k SP 2" GOMSMATION CONCRETE ~ 1cV41a! Ta Vf. A1I,LT Ta y~Ra.VT COMPACTED SOIL wrE A>vD LAS rho PLOW FRGt4 d" GoriNECTIa~ rO EFF1.Ut~l' f~
7. IHSIJRE GOHGRETE EIVGASEMENI FORMS BOND AROUND LIP OP MANHOLE TOP. ~~_„.a IA6 OR V8 PINE PPE a INSTALLATION Ta ~ THE SAME AS PDR STANDARD a
FRAM S TIN ,~QV~R SECTION E EC A_A ~ SECTION VIEW TI N VI W I~ SEYER ncE CCANEGTIDN fSHEET I cX° 5). 21 ALL b INCH 5E+~R 5ETNIC£5 MVST GO TO A MANHp~.

STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFACES DETAILNa. DETAILNo. DETAiLNo. DETAILNo.
R AVED AREAS -NON^WATERTI HT APPLI ATI 0700003 STANDARD MANHOLE RING AND COVER ENCASEMENT 070pQ,OS STANDARD ~ INCH SANITARY SEWER SEl [tY SEWER SERVICE WITH TAP o7ooa 1 o STANDARD SANITARY SEWER SERVICE MANHOLE TAP o7aoo, 7 0 SIIEEt 1 OF 3 EFF'ECT[VE: 12/1~/~9 SHEET 3 oT 3
EFFECTIVE: l2noln9 O UNP G C OHS} sH~r a o~ ~ EFFECTIVE ]~noro9 , ~rrlv>;:12noro9
' • MAWIOL
HSOLID ,r l.l~G.l..~.~
ACTED ACTED • BAGk PILL UNDISTUI~ED SACK FILL LfiDISTURBED . ALL TOWN OF GARY UTILITY GONSTRUGTION SHALL E3E PERFORMED IN ACCORDANCE WITH
TRENCH WAIL. TRENCH WALL a DO }K51' BUILD INVERT TOWN OF GARY STANDARD SPFGIFIGATIONS
5DR 2b OR PLOW-I? OR REMOVE 50LID FLOW--? AND DETAILS IN EFFECT AT THE TIME OF
5DR ~ ~ WALL BLOCKAGE CRITIC PVG _ SYSTEM 15 APPROVED GONSTRUGTION
TOP DP PIPE y. e, • t.. 5DR 26 M'6. a' 115E ~rOLit7 BRIGk./~3LOGK t MORTAR
•,i,;.~:'^^, INITIAL • EML'EDNENF" BALKPILL ' MIWMUM WALT. NOTE; ~
;d MATB2IAL PIPE DIAMETH2 :"'~;;.o; ;i;,s";, - EMBEDh~NT TIfIGKNCs39 ALL GONSTi2UCTI0N AND MATERIALS TO BE IN
;,;;.:;7, HAIRIGHIN6 SPRING LINE ~ MATERIAL ',`°;";p;,, .J~tt;?' OF PIPE t., a''°''~.,' 8' - 12" 4" STRICT ACCORDANCE WITH THE ACCEPTED POLICIES
rw~`'~;„s 4 N6 fit'„~ ' : wh;~'; Ib" OR GREATER 8" OF THE TOWN OF MORRISYILI..E, AND UNLE55
' S~"~rw~~. ~,~"~a~rr-rr,~s. MINH4UM 'wl'ak`~>?~r 6" MI MUM SPEGIi=1ED, DEFER5 TO THE NDRTH CAROLINA DEPT.
r A; µ~+T w~« BEDDING OF TRANSPORTATION (NGDOT) STANDARDS, SPECIFICATIONS, dDETAILS.
MANiO RI.OGATED IN FIRST MAW40LE PRAM TE-IN, STANDARD ®EpDING - SOLID VVALt. MUST ~ BUILT BEFORE LAYI
FIEXT RUH OF PIPE. FOR 3' TO 14' DEPTHS P IA N S E L BEDDI G 3ouD I"lAl.
F 4'- P GONTI2AGTOR SHALL 8E RESPONSIBLE FOR
' " DO MST BUILD INVERT b" OVCit TOP OF PIPE OR REMOVE SOLID THE LUGATION OF ALL EXISTING UTILITIES ~
FLOW-? WALL BLOCKAGE UNTIL ~ FLOW---~ I, EMBEDMENT MATERIAL MUST BE GLA55 I (K614R M'18M WASHED STONE 15 TYPICALLY USEDJ, SYSTEM 15 APPROVED Pi21DR TO BEGINNING OF ANY EXGAYATION. i~
2. EMBECMIENT MATERIAL SHALL EE GOMPAGTED TD A MIWMUM q~IF 5TANT)ARD PRDG70R DF.N5ITY FOR GLA55 I EXISTING UTILITIES SHOWN HEREON ARE I.
MATERIAL, APPROXIMATE AND ALL ARE NOT SHOWN.
9.5TANDARD BEDDMb SHALL ~ UITWZED FOR ALL GA5E5 WHf~E TT2ENGF1 BOTTOMS ARE IRFSTABLE DUE TO 5014 TYPE OR hbKaTURE GONDITFOHS. ee
4. ALL SAWTARY LINES LESS THAN 3 Fi't' ANDOVER 90 I$T IN DEPTH MNST BE DUCTILE IRON PIPE. 12" BEDDING ``````o~~~t~q~o
DETA.ILNo. DETAILNo. PROPERTY OWNER AND ~ S$,~ W
BEDDING FOR PVC SANITARY SEWER PIPE 07pp0,13 SANITARY SEWER PROTECTION DURING CONSTRUCTION 07000:17 APPLIGANT• A m
EFFECTNE:1240(49 sHEEr t or 1 EFFECTIVE: 12/10/09 sIFCCr t aF F SHILOH MORRISVILI..E, LLG _ E L Of830 COLONNADE B1,VD., SUITE 600 = 26 67 ~ c
5AN ANTONIO TX 78230-220q ' ~ ~ ~ ~ G
PH, 210.641,8~5~ FAX. [phone] ~
~~~)~111111111~~~
Town of Mnrriswille
APPROVED FQR G~NSTRUCTION
Signature: ~ Date: 4 43 '~bp
Town of Morrisville, n Engineer Date/Initials
Engineering: . J/
Planning; } QJ
other (specify}:
a
1"JI~N 0~ G~i~Y ~T,~N~J,~i~~ I~~A~WINC~S. Signature; Date: ~lB,,fl
I~3=~R Tn TOYVN ~I= GARY STANDARDS, D~TAI L5, ~ ~ n of Cary utilities, water and sewer
~P~G II`IGATIONS, AND THE L,AT~ST }VISION TH~R~TO Engineering Inspection Services must be contacted (919} 463-6907 at a minimum 24 h+~urs prior to
1^n4? annirlnUn,l INFr'?RMATInN _ n
V i r +u u i iy i a~ i v i . . v LIM WII III ICI II-M IICI IL UI 0IIY WfIb LI W-LIUII CIL LIVILICS '5"' o®¢ /_ye
TI P AN SUBMITTAL ~ ! :yp :IC TYP I CAL SEWFR UT I L I TY TAI LS G0N5TRUG 0 N L SCALE. ]IA SH I LOH CROSS I NG
5 REV 15 1 ONS: REVIEW COMMENTS °0= 5= PRIEST RAVEN &ASSOCIATES NC I.
PHASE 2 DATES MAY 4, 2 REVIEW COMMENTS 01-04-II LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS 501
(PER TOWN OF CARY) 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300. Fax 919 / 782-1288. Email PCA®PriestCraven.com / Firm C-0488
PROJECT LOCATION: MORRI SVI LLE, N. G. PROJECT; 2009-009, ISPONSORED BY. SMILOH MORRISVILLE, LLG
R \LME) PROJECT5\XOTHIERS\2009-009.001 5111 LOH GRO55 N5 - MOWI5VILLE\PWi CONSTRKTICN\4TH SUBMITTAL\ 50-U7ILITY-DETAIL5.DAG , Jon Ob, 2011 - 2:33 PM , GREG RELEASED FOR CONSTRUCTION

2009 Edition 2009 Edition
T i l i n at Intersections Figure 2A-3, Examples ofi Locations fior Some yp ca S g s Figure 2A-2, Examples ofi Meights and Lateral Lacations of Sign Installations
A • ROADSIDE SIGN B -ROADSIDE SIGN ~~a 1 ' IN RURAL AREA
1 R RAL AREA ~r N U ,
2 ft MtN: t t ~ t 2009 Edition
5 ft 5 tt ~ ..4.,'~6 ft to 12 ft MIN, - MIN. +6ftMIN. MIN. - t ~ 6ftto121tMIN.
s\ ~ Figure 2A-4~ Relative Locations of Regulatory, Warning, and
i ( 2x Guide Signs on an Intersection Approach
Shoulder wider than 6 it ~ / ~ "mmT ~ A' Sir1 g A - Sf Ingle-lane approach B -Multi»lane approach
6 it to 12 ft MIN.--~----~` ~ ~ ~Iro
~ ~ ~ ~ ~ ~ / `
G -ROADSIDE SIGN SPCEO LIMIt ~\l ~~.f~`, IN BUSINESS, ~jO D -WARNING SIGN WITH ADVISORY
COMMERCIAL, OR SPEED PLAQUE IN RURAL AREA • ACUTE AN LE INTERSECTION 8 • CHANNELIZED INTERSECTION i;s r{~,iFr~ w 'ti~~.'~,~7 a;
RESIDENTIAL AREA ~ A G F{i,i Fri 2ft .W~ _
MIN, 7 ft' ~ 12 ft MIN.-----? 5 MIN. - MARKED OR Dt FE~dsE r!r~~i
~ UNMARKED a tt CROSSWALK
MIN. ~ ~ ~ ~ ~ ~
t i \ „ -
'Where parking or pedestrian movements are likely to occur ' I ~I,,;
NtA;i~1R / RORD
SIDEWALK I
_.Y F • SIGN ON NOSE ~ 6 tt to 12 ft MIN. .
E • ROADSIDE ASSEMBLY OP MEDIAN 1 ~ 4 ft MIN, IN RURAL AREA fi
15 ~~I 1 8 ft to 12 fl MIN. I•* 2 ft MIN, ~ ~1 ~ ~ i
2ao It 2ao f~ a~.io;i
4 6 MIN.. T tt MIN. c,~i;.{ WEST EAST "ONLY ONLY
MIN. ~ ft t~# MIN. PAlNOFt d~ ~ ROAC { * (Optional)
I 46 46 zoo rt I
12 ft MIN.---~ MIN. C • MINOR CROSSROAD D • URBAN INTERSECTION ~ ~ ~ MIN, l
zoo It MIN. 200 r1 ~ t7a f[ 1! ~ ~ MIN. 'E'li,. ~ ~ ~
~ ~ ~
H -OVERHEAD SIGN . ~~JCt ~ I
~ 46 f
G • FREEWAY OR EXPRESSWAY SIGN WITH SECONDARY SIGN ) t# MIN, I f z~ft ~ .
L. ~ I+ ~ c.:~ MIN. .y° 20o ri
- ~ 20o fir MIN. MIN. .1 r~ ~
r ~ ~ ` ~o It MAx.
~ W2.1 I ~ ~ W3-1
~n ~ ~..r' -~~i.nt ~wyi i w~ai a`'r!~ Lj t u
MIN. 6ftto12ftMIN. » _ _ 12 fl MIN. - 6 ft is 12 ft MIN.
~f ~ See Table 2G4 for the recommended minimum distance
5 it 8 ft Note: See Ch Note: See Chapter 2D for information on guide signs and See Section 20.46 for the application of the W2-t sign
MIN. MIN. Part 3 # ~-s tt MIN, E • DIUISfONAI. ISLAND F -WIDE THROAT fNTERSECTION Part 3 for information on pavement markings and Section 2G.38 for the application of the W3.1 sign See Section 26,22 for the application of Intersection
6 tt M1N. Lane Control signs
~ ~ I i i - ~ ~ ~
Shoulder `-Shoulder
Note: Lateral n#fse# is a minimum of 6 feet measured Pram the edge of the shoulder, ar 12 feet measured from the edge of the traveled way. See Section 2A.19 for loever
Note: minimums that may be used in urban areas, or where lateral offset space is limited. See Se0ti0n 2A.19 far reduced lateral Offset distances that maybe used in areas where lateral Offsets are limited, and in
business, commercial, or residential areas where sidewalk width is limited ar where existing poles are close to the curb.
1)~cember 2009 Start 7A.16
sE~r.2t~.tr, »~~~nn~~rzoev
24'• 24"
30'. ~r,~...,.

„ VARIES 3b VARIES
NOTE. r-
i = ALL GONSTRUCTIDN AND MATERIALS TO BE IN
0 5TRIGT ACCORDANCE WITH THE ACCEPTED T'OLICIES
~
t SPE~EIED, D~ ER5 TO~HEINORTH CAROLINA DEPT. DF TRANSPORTATION (NGDDT) STANDARDS,
1 M~_ n SPEGIFIGATION5, ~ DETAILS.
R~6-~
CONTRACTOR SHALL BE RESPONSIBLE 1=0R
R2-1 ! R4-7 _ _ _ t R3-5R THE LOCATION OF ALL EXISTING UTILITIES
R2-I SHOULD READ "51~EED LIMIT , 11 N H PRIOR TO BEGINNING OF ANY EXCAVATION. 1~
a~ A5 SHOWN 0 5 EET a. _ EXISTING UTILITIES SHOWN HEREON ARE L APPROXIMATE AND ALL ARE NOT SHOWN. o
sl-r ?O" ?V" S1Y3"
'iiP",ifk"I''A'{',~t~% 24" ~a
_ 24" 24•'
rCARp~''~%,
h i P>RaP~~TY owr~~ Auv ,''~°'°~°~'s W
_ _ I -ff APPLICANT, ~
W 0 ~ ~ I SHILOH MORRISVILLE, LLG ~ AL
m m p ~xr~s ra win , ~ ~cr~~:~it~l ~ N i ~ . ~ , 9830 COLONNADE BLVD., SUITE 600 ~ 26 7 SAN ANTONIO, TX •TS230-22gq ~
- - ' ~ aa~xca?u~e.. ran =,;ev~nura ( ._..n- .,,9~ PI~.210.b41.848~T f=AX.21O.b41.8463 ! ` °oooo Q
d 4` e

- TY MN1 ~-~aP I
~ tl{~11~ Town of Morrisville F'
~~-~j WI6-2aP SHOULD READ "200 FT" ARPROVEp FOR CONSTRUCTION U
A5 SHOWN ON 5N3=)=T 8.
W Signature; _ Date: t l3 ~.sa1 b
Town of Morrisville, o n Engineer Date/Initials
Engineering: ~ y,,
planning: -~~1.~.~.t,.--~~`s~""-
Other (specify):
P
T P T T
ALL SIGNAGE AND ~'AVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE "MANUAL ON .L OM Signature: Date:
UNIFORM TRAI=FIG CONTROL DEVICES FOR STIZEET5 AND HIGHWAYS" - 20oQ EDITION. ~N, Town of Cary Utilities, Water and Sewer
Engineering Inspection Services must be contacted (919) 463-69Q7 at a minimum 24 hours prior to
tha enmmQncempnt of anv rnnstruction activities. ~ _ ~u f
CONSTRUCTION PLAN SUBMITTAL SCALE: NSA REV 1 5 1 aNS:
REV I EW COMMENTS 07-21-10
TYP I CAL 5 1 ANAGE DETA I LS VI COMMENTS 10 - 15-1 PRIEsT>RAVEN AsSOCIATESINC, 0
5H I LOH CROS51 NO ITV I EW COMMENTS 01-04-1 I LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS J ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C, 27609, Phone 919 / 781-0300. Fax [phone]. Email [e-mail] 1 Firm C-0488
F PHA5E 2 DATE: MAY 4, 2010 PERP, OTCD) ISPONSORED BY. SNILOH MQRRISVILLE, LLG PROJECT LOGATION~ MQRRISVILLE, N. C., PROJEG T 2009-a09, 001
E \LANP PR0JECTS\X0THER5\2009-009.001 5HILOH CROSSING - MORRI5VILLB06\(0,5TRUC'IW4TH 5USMITTALI 51-516N-DETAIL9. D~r, , Jan Ob, 2011 - 3:26 PM , GREG RELEASED FOR CONSTRUCTION

u ~n n m
w~~ ~ m ~,~li r"~--' ~ PRELIMINARY F~~ ~ ~
oho ~:i' ~ ! 1 NOT FOR CC:NSTRUCT FOR CONSTRUCTION o e°o N
~ ~ NORTH 1 Shiloh Crossing Buffer Restoration 7uiy 15.20 LO
~ ~ off---° -'err,^^-w- ;u~r ~T"- ` ~ ~ 3CAL~ P' X30` ~ Soil and Environmental Consultams, PA Pro{ecC No. 9nU5.E1
- ~t ~v, o ~ 5011 & Environmental Consultants, PA Proposed Fill Replaesment and Buffer Restoration
~ ~ r <F ,vL r~i ~ Q N ~ t1nPo ttavcn ledge Rand • ]talcigh, North Carolina 27614 P1gne: (914) p46-59Q0 ~ PaR: (919} &469467 ° ~ www.SatdEC°i~ In orderto provide a more stable till slope and create optimal growing conditions for the proposed r~ v 3
~ ~ 7 ' i " ~I ~ ~ • Itl w- ? ' 1 ~ ,y,. ~ P! ~ rF~CT SITE. i , i, ~ ~ ~ ° ~ g ~ ~ vegetation efd'orts, the existing fill material on the southern slope of the strearrt will ito remtwed. The
I ~ i - ~ ~ 611 lreing removed is not ~iucturally stable and contains debrisinoluding tiros, eonoreto, pipe, asphalt, J m 'i.W
~ '.u N ~ auw ~ +ua. roar. sur, ~ 'eN! aw ..wr. ~•oW. xyy, ~ xw rur auu: ~ 1 ,>l a r ^ J. y _,x:.. tl 4 ~ mss ~ r' ` m SPEC Project No. 9095,E1 July 14, 2DltJ etc. Hill material replacement will include approximately 11,11 S square feet {0.2b9 acres) ofZOne 1 ~ ~ riparian buffer and 12,659 sgnute feet (0.291 acres) of Zone 2 riparian buffer. Specific locations of
I >~~~•'t o ~°,ur..",~ww a»°-uw,~.w~c ~ti:w .uiw +uv. .,wr...rw w~+_...tww.,.~ wr~au,`~:u~,.,.,. NCDENR -DWQ proposed fill replac:oment (and subsequent restoration) within riparian buffer areas me shown an Sheet
• ? w .l J. x y y . a ~ Attn: Ms. Amy Chapman 2 of the attached Conshuction Drawings. A plan view and aross•section of the proposed fill ~ Parkview Bui1d'utg replacement including the existing grade and proposed grade has been provided by Priest, Craven &
. n ~ ~ ~ ":I a~ ' ; ~ ~ ~ a ~ v ~o~E ° .,k. _ ~ a 2321 Crabtree Boulevard Associates, inc. (see Attachment 1 and 2),
• ~ ~ , I, ~~~-,--.-.-i z l / i , ~ ~ • f^ ~ w wuc aua ~ .m. ~ uw L.. ^ ~ \ UFFCR l' l r ~ ~ ~ Raleigh, North Carolina 21604 Areas of fill replacement within the 39-foot wide Zone 1 riparian buffer adjacent to the stream will be
~ ~ ~ ~ ~ - 7 ~'•J r~ ~ Rcrerenee: Shiloh Crossing Site planted with a mix of native tree and shnzb species. Buffer areas within Zone 1 will be planted with
^ ~ . ~ i ~ ~ U Fi ~ Buffer Restoration Ptan randomly intermixed bare root seedlings. We proposo planting to be performed on R-foot centers (689
CONTENTS; ifs / , - / ~ ~ ~R ° ~ ~ r~'" , ~ . rg ~ l? . i ~'.J ~ lam, U ~ Wake Coun YC stems per acre). Species selection of plants to be installed throughout the Zone 1 buffer restoration rY area was based on a survey of the native vegetation within the existing wooded stream buffer area in
VICINITY MAP ~ ~ ~ ° ~ ~ i ~ • ~ i ~ Ji / ~ , ~ / / ~ I U5G5 7.5 MiNUTt SERIE9 TOPOGRApI11C ~ / . the immediate vicinity of the site. Species may require substitutions depending on availability of plant % ~ Q ~ ~ ~ Dear Ms-Chapman: rnaterial~ Any required substitutions will behabitat-suitable species nativo to Wake County, NC and
( I , COVER, CONTENTS, ~ VICINITY MAP ~ ~ i ~ / 50UTHEAST pURtiAM AND GARY ~ ~ % ~ i ~ i~ ~ , , J l~ / F E ~ ~ ~ / - ~ will be approved by SPEC prior to any installation. In order to achieve the highest survivability, bare
auao~,NClrs 2 BU F R RESTORATION PLAN 1 /~~f ~ ~ ) ~ i , i .r.~sl ~ x i i i ~ - {MOTTO SCALE) PLANTING SPECIFICATIONS ~ DETAILS Q EXISTING FILL IN ZONE 2 RIPARIAN I ~ ~ % ~ ~~f • f ~~/l~ ~ ~ ~ Soil & Environroentxl Consultants, PA (S&EC), has been engaged by Shiloh Morrisville, LLC to root seediings will be planted between mid-7anuury and mid-April, Planting details, a plxn1ing layout, -T" ~ prepare a Butler Restoration Plan for the above referenced site. Ths purpose of this BufTer Restoration and tree and shrub species lists are provided on Sheet 3 of the Construction Drawings. i`ransplants may
~1/ ~ ~ ? / • • BUFFER, FILL TO @E REPLACED, ~ , ~ Plan is to provide information regarding the revegetation of the riparian buffer following the be utilized where available on site and where deemed appropriate by S&EC.
p BUFFERTO BF GRP55ED ~ 12,659 5F (Q.291 AC) EXISTING FILL IN 20NE I RIPARIAN 1 W ~ replacement of the unstable fill material. Areas of fill replacement within the outer 20-footwideZone 2 riparian buffer will be seeded with a
~ ~ BUFFER. FILL TO BE REPLACED, oil ~ Site Description temporary and permanent stabilization seed mix. ltt order to establish a permanent, year-rotmd
~ ~ BUFFER TO BE PLANTED A5 PER ENVIRONMENTAL DESIGN FIRM: PLANTING SPEaFiCATI0N5 e vegetative cover, S&EC recommends establishing a rnixtura of grass types to accommodate seasonal yr ~ The project site, a stream buffer adjacent to an existing retail center, is located on the south side of climate changes as wolf as other environmetnal factors that vary by time and space (i.e. full sunlehade
I I ,718 5F (0.269 AC} Shiloh Crossing Road east of Highway 54 in Morrisville, Wake County, Notth Carolina. A vicinity conditions, soil variability, etc), including the following grass varieties and sanding races:
SOIL ~ ENVIRONMf=NTAL map is provided on Sheet 1 of the attached Construction Drawings. Tall fescue; Tall fescue grass is a common cool season grass grown across the North Carolina
CONSULTANTS, PA I I O 10 Raven Rldge Road Project History Piedmont. Tall fescue pta forms well during the fall, winter mtd spring months ofthe year,
Raicigh, NC 27614 becoming dormant during the hottest summer months. In orderto ensure drought and disease Based on comparison of aerial photos of the project area, it appears that unstable fill material was resistance, S&EC rocommonds that a tail fescue variety such a5 Titan I,td (or similar vuiety)
(9 I 846-5900 EXI5TING E7(19TING FILL IN 20NE i RIPA l`, STREAM ~1 BUFFER, FILL TO BF R~PLAGEI G fill IN 2ON'E J RIPARIAN placed in a portion of the riparian buffer prior to the effective date of the buffer rules.l'he removal and by usod In the seed mix. The'fitan Ltd. Variety uses rhizomes to spread imo bare spots and FILL TO 6f R2PlAC,gD replacement of existing fill material will be considered an exempt activity, as discussed and approved endophytes (fungal organisms) that act in conjunction with the grass to repel some insects and
AND AREA PIANTED A5 PER ~A PIAN7ED A5 PER in a February 12, 2010 meeting between Mr. Kevin Marlin of S&EC, Ms, Amy Chapman , Ms. Cyndi diseases. Titan Ltd. should be seeded in the late summer/early fall at a rate of 6 IbI 1000ftr,
PREPARED FOR: T :i_ , PLANTING 9FECIFICATlONS. -r-~~ _ _ - 1 - JG ~PECIFICATION~. Karon, and Mr, Ian McMillan of the NC Division of Water Quality (DWQ). ~ Hard fesrue~ Hard fescue is another suhspecias of fescue giass anti also a cool season grass.
a NOTES: ~ ~r • _ Sh11LON MORRfSVILLE, LLC ~ ~ ~ ~ Conditions which will be adhered to during fill replacement include a slope grade o£3H, lV (or less), Hard fescue is avert' hardy species and performs well even in heavily shaded and cold
P ATTN: Mr, uIm S eake p slrc uarA INCwuIaG Roaos, aND 90UNDA1J~i PROVIUeD BY - . s p o pREST-CRAVEN ANO ASSOCIATES. ~ E1f5TItJG TILL IN 20NI~ Z RIP 9834 Colonnade Blvd., 5ulte 600--~' ;BUFFER. FILL. To BE REPLACE( the revegetation of the Zone t riparian buffer with woody vegetation, the revngotation of the Zone 2 conditions .ifiard fescue is also the only type of fescue that is salt tolerant. S&EC recommends G FELL IN ZCiNE Z RIPARIAN riparian buffer with grass and file continued maintenance of diffuse flow within the riparian buffer, that a hard Fescue variety such as Predator be used in the seed mix. Similar to Titan Lld. tall
LOCATIONS, ELEVATIONS. ANO DIMENSIONS OF AlLSlTE FEATURES ~ ~ k. Fill 7O 8!: I~PLACECJ AN I ~ fescue, the Predator variety uses endophytes for insect and disease resistance, Predator hard R0.55E1). €
an Ant n! T xa 2 -22 ARe APEROxINAAre, a-~- - ARfA GR455ED. 5 0 a, e s 78 30 39 PRELIMINARY _ C! u~--~-~ - ~ ttiote: A!! necessary 40b`404 approvals and Sufferaurhorisattonshove been previously fescue should be seeded in the late summerlearly Pali at a rate of 11b11000ft rrbinined far the enure projec! sire, arxt are crrrrenlly valuf through al Ieas1 Attgus! of 2011.
NO7 i=OR CONSTRUCTION ~ i Common Bermudageass: Common bermudagrass is a warm season perennial grass Chat
BUFFED ~~STO~ATioN PLAN 0 2010 Soil 6 EnvronmmCai CdnsuBarks PA ~ W 2010 SrPI A Enhronmental OOnSJlGjnCS. PA. a
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INTERMIXED TREES AND Sf1RUB5 - 8-FOOT SPACING (G80 STEMS FFR ACRD) ~ ,BYO m ~ - ` P ~ ~ w. :wr rr .,w. .m,~» sew av. - ,lw. u +wu auw-. ,duw au i V` ~
m SPECIES COMMON NAME TOTAL # SIZE REMARKS I ~ ~ .
Bare Root Seedling Throu hoot Zone I ~ a J Y ~ ~ i~ ~M~ N ~ ~ , Shiloh Crossing Buffer Restoration 7uly 15, 20 i0 Shioh Crossv~g Huffer Restoration July 14, 2010
fraxrnus amerrcanus White Ash - ° - - h or Containerized Restoratlon Area n ~ ~ y o ~ ru,1 ,w+. m ? xu«•....A~? Nib'"" ` \ . a ~ \ \ \ Soil and Environmental Consultants, PA Project No. 9005.E1 Sail and Environmental Consuhants, PA Projeta No.900S.E1
w. Bare Root Seedhn Throu hoot Zone 1 ~ ~ Z< ~ xyw f a ° .u µ ; ~ - Quercus alba White Oak 31 ~ g 9 f ` ~ ' ~ performs well in hot, full sun conditions and has excellent drought tolerance. Unhulled project. These findings are not intended or recommended to be suitable for reuse on extensions of the
ar Contamerized Restoratlon Area ~ ~ g ' ~ ~ ` ` ~ ~ ~ ° bermudagrass seed should be mixed and planted with the pool season grass blend in the late project or on any other projat. Reuse nn extensions of this project or on any other project small ire
Bare Roat Seedhn Throu hoot Zone ! o ~ ~ . . ~ ~ C7uercus hellos Willow Oak 3 i g g , summer/fall. Unhulled seed should be used to delay bermudagrass germination until the done only after written verificztion err adxptakion by 5t7IL & ENVIRONMENTAL CONSULTANTS, springtime. S&EC recommet~s seeding bermudagrass at a rate of 21611 DOOfl . PA, for the speai6c purpose intended.
p w . or Contamerized Restoratlon Area a ° _ B ha is erase: Bahia grass is a warm season perennial grass that performs well in hot, full sun Please contact us if you have any questions or comments regarding this plati, We thank you for your
I ~ i Bare Roat Seedling Throughout Zone I w ~ , - - _ . rospyros urrgrnrana erslmmon . ~ _ conditions. Pensacola and Tifton 9 are two varieties of bahia grass that could be used in the assistance and project input to date and look forward to rho successful completion of this praieet.
or Contamerized Restoratlon Area °s ~ u ~ ~ ' ! Y _ _ .~...r ; V t. . ' w seed mixture Like bermudagrass, unhulled bahia seed should be used in the summedfall
Bare Root Seedhn Throu hoot Zone I ~ Viburnum denr~atum Southern Arrowwood 3 I g 9 , ! ~ ~ application to delay germination until the springtime. S&EC recommends a bahia seeding rate Sincerely, l ~ ~ ` , \ of 1 Ib(1009fl2. (9O~tL~j&~E~NVIRONMENTAL CONSULTANTS, PA
~ i ~ or Contamerized Restoratlon Area w. • - r ~ _ _ w~ ~ ~ ~ Switch erase: Switch grass is a warm season perennial grass native to the Southeastern United
Bare Roat Seedhn Thr u h ~ ~ a out Zane I , I Vaccrnlumca basum 111 hbushBlueber 30 ; , ~ ~ ~ ` ~ W,-- m°::~ . ~ ° ~ V ~ s ' States. Switch grass is a heat, draught and disease tolerant puss that grows in a variety of sail tic ~ { 'x.,
I or Contalnerla I n v~ ~ " ed Restorat a Area II ¢ " ~ ~-I ~ ~•r w ; ~ ~ , conditions. Blackwcil and Alamo are two varieties of switch grass that are well suited to the David Craintry h~, ` ~ y ~ Saulhnaet S&EC recommends that switoh ass be seeded at a rata of 0.2 lbl1000fts, Pro eat Mana
TOTAL 185 I 11 ~ ~ .w ~ , ~ ~ ~ ~ ~ ~ ~
I F ~ ) ~ . 1... ~ ~ ~ ~ ~ , ~ E r r A ,.f ~ \r t Once the southern slope of Zone Z has been re•consttucted with suitable 6fl sails and prior to seeding y 1_~~`~ o t ? ` } ` ' ~ the proposed grass mixture, S&EC will collect several sail samples within the area for soil fertility Aftachments: 1. Buffer Restoratibn Plan (Sheets 1 throtagh 3)
x ~ a ~ ~ ~ ~ ~ ~ I ~ ~ { I l - l L', t ky6 S laboratory analysis. The soil fertility results will be complied and ased to make soil amendment 2. Fill Rep:acement Cross-Section (Exhibits I ani<2)
r '~t NOTE; ONE STEM PER 64 SF P • I ( ? ~r ---t ti ~ a ~ f l i I i I _ APFRDXIMATElYiB5llVE5TW~DTOPULLY ~ W F f' I ~ ~ I"" w.. i 1 i ' ~ ; ~ ~ i ! recommendations (i.e. addition of lime, fertiliser andlor organic matter) in a follow-up agronomic j' ' i . ~ ~ report. Those soil aruendments may be necessary in order to oreate optimal growing conditions for the Cc: Mr. Jim Speaks, Shiloh Momaville, LLC
PIAM zoNe I ReSTORArxm ARfA GL• y ~ ~ , , I , ~ m . I 'iii I ~ ~~IL-:-i' ' ` proposed grass seed mixture.
30' RIPARIAN ZONE I BUFFER LINE Q . ~ ` ~ " L 7 ~ ~ ~ I r° I L~' i ,,....M__ h~ n ~ ~ , f ~ •,J 1 ~ k f , , F ~ ~ I~ 1 Temporary Seeding Operations
r i 8 _.r _ .._-.-,d--- - ~ - _ ~ . -
,r , , r V i tt( I( ii ,I 1 i ~ f' ~ Temporary seeding measures (brown top millot, rye grass, or rho most approprato erosion control t grass as dictated by the season) will be applied to areas disturbed daring fill replacement operations to
~t _ ~ / _ f ~ i ! I ~ ' ailow for localized stabilization while permanent species establish ihemaelves.
OPEN PIANNNG N04E WfIH ~ ` ~ '°.r .k ~Q' SHOVEL ORAUGER PUCE BARE Sp ~NG~E OIP G.0$E NOIE WIiH SHOVEL OR AUGER ' ,H` ~ . i ROOT R RF NO AIRSPACE AROUND ROOTS < / } I , ' it t' Project Completion Reporting
I r' f r 1 f d 'I h° TI ' s^ J mss- .
? r " NOlE5 , ~ f sue- t , ? wti I, OVfRAILTRfS`G:iHRUBDfNufiYINP•fSTORATIONARfATOREMAINNOTLE55TF1AN9205T8A~ASRF. ~ J p ~ _ ! ~ I I d r d Su~EC will perform awalk-through inspection of the completed project workto ensure that the
~ „~1, 2. CONTRACTOR, WITH DESIGNER APPROVAL, MAYSUt:~i`TUfE SPECIES OR PUuNf T17E EASED ON AVAIIABiLIiY AT THETIME s - " ~f ~ Of PLANTING. ONLYN0.BNAL5VNABLE FILMS NATIVE TO WAKE COJhtt, NC WN0. SE USED A5 SU65TIN11ONS. ~ . ~ ~ , ~ r ~ "6 ? ^ ~ , / / `'r. ~ ~ / a d i i i restoration was completed in accordance with our design intent. We will notify DWQ upon the a j ~ i t ' i t completion of restoration activities and again when; woody vegetation planting is complete.
~5TREAM CENTERLINE ~ ! ~ ~ f ~ i I I. ~ , ° i 1 f ! i i i , --,.,i~ f tr t , i ~ ~ Future Monitoring & Maintenance
TOP FOANK ~t i
TYPICAL PLANTING LAYOUT FOR 100' SECTION TYPICAL 6ARE ROOT PLANTING DETAILS Iao sa y Once riparian bufiber restoration has been completed, site monitoring will be perforned if required by
(NOT TO BCAI_E) (NOT TO SCALD) I EX~ I B ( ~A~ I ~ (T ~ I DWQ. If site monitarittg is required, a brief monitoring plan will he submitted far approval to DWQ.
~ pFA,IEGT 71TL~ SNILON CR0551 N6 SLI1E: I'•5tl Re~~ ir>aINARY I ~ alar. sHaaN reaelsulLLe ue Dore r~uAer I!, zoLOP>~ST~GRAVBN ~ [I 'sST,CRAVEIQ BL ASSOCIATES,INC. Limitations I' p'NBULTAMt3 ?UtiM14kElLANDYf.APSn~lON8A8IPNtYAYaRYILNOMAARB o
tioT FOR coysTRUCrioN _ B201D9od4En,nronmHn*alCcnsUan6,RA. PLANTING SP~GIFIGATI~NS AND DETAIL ~ LOGATIGN: ~.~Nn. N~ PRa~TM: NxYi-CViWI ~°d~~~~~~~~~~~91W1~~d~ Our evaluations, conclusions, and restoration recommendations are based on project and site
~ i " r I Lri r information available to us at the time of this report and may require modification if there are any changes in the projector site conditions, err if additional data. abotrt the project or site becomes
,i ' , ! available in the future. This report is intended for use by Shiloh Morrisville LLC, and DWQ on this
jii~;l1,-,,'?I ~r ? 'r ~ ~ s
E i ~ , I I t I f ~ i` Page 3 of 4 Page 4 of 4
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6 360 360 AP#~LIGANT: ~
-ry• , SFIILOH MORRISVILLE, LLG x830 GOLONNADE BLUD,, SUITE 600
5AN ANTONIO, TX X8230-220
° ; r ; u_ PH. 210.641.8481 FAX. [phone]
•r a,
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r•. . ,
35D ~ 35D Town of Morrisville
APPROVED FOR CONSTRUCTION U
; NOTE; W
~ ALL GDNSTRUGTION AND MATERIALS TO BE IN Signature: . ' C,„Q Date: w 13 a r
I _ , STRIGT AGGORDANGI* WITH THIw AGGEPTED POLIGIEa Town of Morrisville, wn Engineer Date/Initials OF THE TOWN OF MORRISVILLE, AND UNLE55 Engineering: j.,,
5PEGIFIED, DEFERS TO THE NORTH CAROLINA DEPT.
340 OE TRANSPORTATION (NGDOT) STANDARDS, Planning: ~4 ~
340 SPEGIFIGATION5, dDETAILS. Other specify): LnL
100
EXHIBIT #2
PRA.lEGT nnE sxlLaH ca~sln~ scNa; r.sa PRIE$T,CRAVEN BG ASSOCIATES,INC. cuarr: sNILa+H~xaclsvlLLB UC BATe P~Axr li, Flo uwvsaca~snnrexre scntm~s,P,vwscua~ax!~^mue,slmvevvearmrw+~c CONTRACTOR SHALL ~ RI5PON51BLE I*OR Signature, Date;
LaAnow, wv~ couxTr, Nc PRaar~T x: ao~aos. m! THE LOCATION OE ALL EXISTING UTILITIES Town of Cary Utilities, Water and Sewer
PRIOR TO BEGINNING OF ANY EXCAVATION. EXISTING UTILITII=S SHOWN NER1=0N ARE Engineering Inspection Services must be contacted ~919j 463-6907 at a minimum~24 hours prior to
APPROXIMATE AND ALL ARE NOT SHOWN, the commencement of any construction activities. ~o ;~5° rr P
REVISIONS:
GON5TI2UGTION PLAN SUBMITTAL SCALE: N/A ABUFFER RESTORAT ION PLAN REVIEW COMMENTS 07-21-1
REVIEW Q*EN~NT io-iS-i a PRIEST,CRAvEN AsSOCIATESINC ~ .
REV I Ew COMME NTS 01-04-11 LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS l SURVEYORS I ENGINEERS 52
"PHASE 2 DATE. MAY 4, 2010 PER St ECo) SH I LOH CROSS I NG
PROJECT, 2003-009.001 SPONSORED BY. SHILOH MORRISVILLE, LLG PROJECT LOCRTION: MORRISVILLE, N, C. 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781.0300. Fax 919 / 782.1288. Email PCA@PriestCraven,com / Firm 4: C-0488
11 F:\LANO PROJECTS\XOTHER5\0009-009.001 5HILOH CR0551N6 MORRISUILLE10h6\CGASTRUCTICM\ATH SU6MITTAL\ 52-13UPPER-RE5TbFATICM-PLAN5.GW6 . Ja 06, 2011 - 4:35H , 6RE6 RELEASED FOR CONSTRUCTION

a h y
n w - i ` ~ ~ ~ - SITE LIGHTING NOTES: (PER SUP #05-01)
r i _ i „ ~ ~ ~ ~ 1. ALL OUTDOOR LIGHTING FIXTURES ERECTED WITHIN THE S)TE WILL BE
_ ~ ~ ~~'A~, ~ r, tG~ ' di ~ ;I . c ~~r,i ~ ~ , ~ ~ DESIGNED SUCH THAT DIRECT ILLUMINATION DOES NOT EXTEND BEYOND
I ' - _ L, ~ \Q e, ~ ``r ~ THE OUTERMOST BOUNDARY OF THE SITE. CONSIDERATION WILL BE GIVEN : _ ~ TO THE IMPACT OF LIGHTING TO ELIMINATE GLARE TOWARDS ADJACENT
1 . ~ \ ~ - Y ~ - a ~ f~~ /i ~ a i - _ ' ~ STREETS AND PROPERTIES INCLUDING INTENSITY, CUTOFF ANGLES. COLOR, n I W
_ j " ~ ~ L5 0.81.6, T ' r.. _ _ r - ~ Y 1 ENERGY EFFICIENCY AND SHIELDING OF SOURCES OF LIGHT. ~J
~l _ l - ^ r; " • 2. ACCORDING TO DUKE ENERGY, STREET LIGHTING OUTSIDE THE
_ _ ~ i ~ ~ ~ it ~r ~ ~ ~~•-,~n~~` " J ~ ' - r~"'~"' TRANSMISSION EASEMENT WILL HAVE A 10 FOOT POLE SETBACK LOCATED ~
~ i + + A I I IU ~ . f _ 7 BACK OF S DEWALK AND UT UZE A SINGLE 250W HIGH PRESSURE SOD M - ~"~:,~'-"r?"'~ " (HPS) CUTOFF BLACK COBRA FIXTURE MOUNTED AT 30' HIGH ON A BLACK
r. , ~ ~ - l I ~ , FIBERGLASS POLE MTH A 8 FOOT ARM. LOCATION AND INTENSITY WILL BE AS ~
„ ~ l ~ FOLLOWS: ~ Q
~ -PRIVATE 36' CURB•TO-CURB: AVG. 138 FDOT SPACING MTH STAGGERED Ll.l
~ r ~ ~ ~ _ ~ If if, , `I3 I~ ~ - n - CONFIGURATION, 1.11 FCAVG, AND _ 2.6:1 AVGIMIN UNIFORMITY.
14 it ~''M~ ~ ~ 'L2'I' ~1 1 ~ - + J r "'~l -PRIVATE 24' CURB•TO-CURB: AVG. 160 FOOT SPACING 4MTH STAGGERED ~
II ~ CONFIGURATION, 1,18 FCAVG, AND
~ / 3.9:1 AVGIMIN UNIFORMITY. d z
~l't l'~ 2 ~ i ~ ~ ~~i~ ~ ~ ~ `I ~l ~ L~ i 3, ALL OUTDOOR LIGHT FIXTURES NOT LOCATED ALONG THE PUBLIC ROAD
/ ~ 9 3. , i SHALL BE FULL CUT-OFF. ALL DECORATIVE BUILDING FIXTURES SHALL BE DARKSKY FRIENDLY.
\
~I. , ~ ,4.5 I o 4. UNIFORM STREET AND PEDESTRIAN LIGHTING SYSTEMS MLL BE DESIGNED Designed JWM7724 AND EMPLOYED THROUGHOUTTHE SITE.
~`,`<:A ~ ~ \ ~ ,81.0 LI A ~ ~ ~ 4 ~ 2 i
~'\V A\~\ ~ ~ , .71 a LI ~ , / ~.o 5. ACCORDING TO DUKE ENERGY, STREET LIGHTING INSIDE THE RPAM TRAN5MI5SION EASEMENT WILL HAVE AN 8 FOOT POLE SETBACK AT BACK
OF SIDEWALKAND UTILIZE A SINGLE 154 W HPS BLACK OPEN TRADITIONAL
~y LI I. o. ' ~ f ` 1.1 ~.I FIXTURE MOUNTED AT 12 FOOT HIGH ON A BLACK FIBERGLASS POLE.
LOCATION WILL BE AVG, 35 FOOT SPACING WITH OPPOSITE ACROSS CAD By GIS0189 I I CONFIGURATION.
~
,v ~ y ~ ~ v JIB, (~,,/J 8. LIGHTING FOR PUBLIC ROAD AND PRIVATE ACCESS EASEMENT WILL BE GAD Da'~e PROVIDED BY DUKE ENERGY. LIGHTING WILL MEET THE TOWN OF 04-OS-10
`^w MORRI5VILE AND NCDOT'S STANDARDS AND SPECIFICATIONS.
v~. ~ a I. Logo. ~ ~ j I .I , ~ 7. LIGHTING DESIGN STANDARDS FOR ALL DEVELOPMENT V1~THIN THE CPL E$D
EASEMENT SHALL COMPLY UNTH PROGRESS ENERGY RESTRICTIONS. NO
I ~ ~ ~ ~ ~ LIGHT POLE STRUCUTURES SHALL BE LOCATED WITHIN 15 FEET OF AN OVERHEADTRANSMIS510NLINE. _
\ " r ~ 8. 3" PVC CONDUIT SHALL BE INSTALLED BY THE CONTRACTOR FOR DUKE Revlsed
~~A \ ~ O~O.t3~L0iY.l~ I ~ 1.5~~.4 1.3 ~ 3 D.7 . I ~ ~ \ \ ENERGY TO PULL WIRING FOR STREET LIGHTING FOR POLES LOCATED ON Date
A~~ • ~ ti i %O.GO 1.4 1.5 1.3~ LI I~ .4 ~ b.. C.9 , 1 THE OPPOSITE SIDE OF ROADWAY AND DRNEWAYS.
A\ ~~1:1 ~ ~ / p~$u.1 .q I ~ 2.4 31. L~ O. O.q . A ~ O.q I ti\ V ~ \ - ~ ~ ~ e ' ~ r~ r'' \ ~b * ~ ~ - r i ~ ~
y'~ , ~ ~ ~ ,A ~ % 9. DUKE ENERGY WILL REVMRE A 4-FOOT RIGHT-OF-WAY FOR POLES AND + DIRECTBURIALCONDUIT. ReVISed
'1 k~a~ \ `t ~ / ELI I ~DL1 L1 } x 6+0. ~ 3 1.8 I ~ I. +0~ Date
V 3 ~ a~„e~ Pq'1 6c~.a .oi,l i ~ ~ a 10, A CONDITIONAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED PRIOR TO SUBMITTAL OF THE REQUIRED AS-BUILT LIGHTING SURVEY FOR STOCKING
k`~. APPROVAUEMPLOYEESONLY IFLIGHTING ISOPERATIONAL. THE BUILDING Revlsed
~ _ _I O.aPJ,7 / ~52.~0gJ80.6? ~ / ~1.2 A~ U~;~ ~ / ~ ~ r' f + a + i a CANNOT RECEIVE A CERTIFICATE OF OCCUPANCY TO OPEN TO THE PUBLIC I UNTILA LIGHTING SURVEY HA5 BEEN SUBMITTED, Date
..,ice' ?,,A ~A ~ r~f ? + + y'+ ~ + + + + a _ - _ j
~ , ~ ~ .91.1 0, ea.-r ~ I a, I. - I ~ N~TES Revlsed
~ ~ \ . A Ck..ObO.q O I I 1.3 I ~ ~ -.32. I. 07.80. Ob... i5 ...2.7 .3 `~.8r , ~ ~ ~ 1. THIS ROADWAY WA3 NOT CLASSIFIED BY THE CITY OR STATE, THE Date
y ~'a~ ~ ~ ~ 50 1.3 L'1 L ~ 4.1 I. ~20.60b0.60,10.'i~.b~~. 1.00.80.5 T _ DESIGN ISBASED ON IESNA-RPS-00 FOR A COLLECTOR ROAD WITH HIGH
ve 'A % 0~ l b ~ 7 I 0.8 ,70.10.80b0. 0.91.2 .I 90.705 ~ 0.60,b0.5.p~~~f3 rB~eO.~~L~ 0.50.50~b0.6 ...1~ ~~"~t~ a ~ + +Ifl' 3.`V'~. 1,~'°g r + + + ~ + + + + + ~ + ~ +~'~-~c~s + + k + ~ + % + n a zF~r"o.s`o.s`ob+o.b PEDESTRIAN CONFLICT. PAVEMENT CLASSIFICATION R3, Revised
y~ LI r ~ ~ \ 0.909 .80.8 ~~I. ~~~~.I~-~.df}.-}E2.70.60b0.nOgl.o ~I. 63.13 2.1 ~ L0 LI .~'b.80,60.1C7:' .89~010~701 'SD_7o ~O~T0.1(~.'(O,go.q I. .74.3. / ,y ~ Date
~,x ~ x; ~ v l.. .a I i .p Lb ~ o.a o.a'b~ ~ La LI .i ~ o a o_,ea,~'a9 La La 1.2 I 'aDO.a~O~eo.l~o.' +0.0+0.~~?78+0.1~0.~4.1:0~1`d. . t.3 ~ i + + + + ,b+0,5+o.5Ch5+Q,7+o,10. .I 12+1.0`1.1 I.~+o~b+o. ~
~ ~ AI ~ I 1,4 ~,62.~ 7 I,01,01. -0:96:~0.80,8v0C7~7.C1.? 0.60.60.10. O.Q .E k~ 1 si li ~ ~ ~ - - r V~~ C~ ` + ~ I j ~ + + ~ + + ~ s z~ + '+GLi`6:BP&L(7,~0+1.0 0$C5.1~7iZ,
n~ ~ ' ~ V~ AA ~ ~ \ . I ~ ~ ~ ~ + 6+0 I I ,0 +I.I +o. + + 9+o.0*O.l'b'6`G`i. '
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IES Roan Rt:PORr y PHOTOMETRIC FILENAME : nE25CO8RAF.lES
~IXti{Ce spt'_CIflCdiipl3S LUMINAIRECLASSIFICATIONSYSTEM~lCS)GRAPH
ue C)
~~l ® ~ kam kumens U li ht Y P P9 ~._-_-~~~.w J

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COBRA FIAT LENS ~ to ~ / ~V
,
IES Photometric file DF_25cobraf.ies f ~ Initial Lemp lumens 275D0 -
l --rr ~ Light Lass Factor 0.66 ~ ~ C7 iy~t7r/ ~wI{,~~ p~1n DISCLAIMER
'"`w,~~ LampWa@age 250 ~ c. ~ ~ ~ ~ 1 + Lamp Source HPS r ~1~~1"GI~I I a?rl`A.-~ f"lt`lL/ Thls dacuMent ras prepared
,t! ~ Mt I~dei ht 25fl. ~ ~ ~0 ~ g A lV'PLIGI',NT: for Internal Duke Energy ~aWIL.OH MOi21215VI1.1~E, I..LG purposes only and ras not
i 100 ~ 1 ~ ' ~ 10D ~ Colors Bronze, Black ~ ~ ` ~ Gray, Green ~ 8630 GOLOidNADE E3LVD., SUITE 600 Prepared by a land surveyor
~ ~ ~ , LUMINAIRE SCHEDULE 5AN ANTDNIO, TX rt8230~220q Atl fpcRlty, cable, ana PH. 586.888.81-i0 SAX. 856,~188.~'i~•13 equlproent locations are .
tr~~. I ~ fir,, . I 90 - ~ _ 90 approxinatel and this InfOPMatIOn OtherWiSe MQy nOt
~ 7~~`•~ ~ { ~ ~ ~ ~ Symbol Label Qiy Catalog Number DascnpGon Lamp ~ iy ~ ~G ~ I i Lamp File Lumens LLF Watts be accurate ar conptete. [t
aD ~ eD 250W HPS COBRA ONE 250•WATT C ONE250•WATTCLEAR Town of Morrisville Sued et neerln~ nrrle I
\ ^.yr ~ ~ A 17 11518LAMU t;UTOFF 30FT MTG ED-18 HIGH PRE; ti ~ ~ i ED-18 HIGH PRESSURE DE25cabraf.ies 27500 0.66 250 APPROVED FOR Ct1N5TRUCTION p~poses.~ ~ ~
r ~ HEIGHT W16F7 ARM ON 50DIUM, TILTED ~ ~ / A FIBERGLASS POLE DEGREES 0EL04 50DIUM, TILTED 3- DEGREES OELOW
\ .J BLAC HORIZONTAL PO ,r ~ ~ HORIZONTAL POSITION. Signatur0: _ Date: ~ i3 fit; ~ x"~"nC~°~°eor~t4yo ~o
Grid spacing 12.5 ft. ~ i `j _ PRO-RATED FRO ..._.L....h~.....m..,..w..._,....._,.._~ _i so ~D Irl54aa2. PRO-RATED FROM Town of Morrisville, w Engineer Date/Initials ITL54462. ~
' ~ ~ 1 , ~ tS0 Template lines Engineering:
~t . , 1 Light Blue 2.0 FC \ ~ Greer 1.0FC ~ SCALE 1'=60' Planning: A
i ! i i ! i ~ ! i Dark Blue D.SFC ~ / ALL G©N~Tt~.UGTION ,~1~1U MA'TEIZIALS TO ~ IN
~ I _ _ I ~nt~•rio ~nr~roe~rno ~ue.i 1 t~ C7CG17/1AIG~IRI ~ F/1C7 C~ther(specify): ~ r-r-T
STRICT ACCORDANCE WITH THE AGGEPTED POLIGIE5 THE I i J
30 X30 OF THE TOWN OF MORRISVILLEt AND UNLESS r PRIOR THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY EXCAVATION, J
5PEGIFIED, DEFERS TO THE NORTH CAROLINA DEPT. I _ i.... _ .i._ f.... 7`t;.EC A fi EXI51 s Back 0 Front OF TRANSPORTATION CDOT 5TANDAR05, EXISTING UTILITIES SHOWN HEREON ARE Signature: Date: _
L........ iw....a _...a, t u...r... ..._.I A round, smooth APPR APPROXIMATE ANE7 ALL ARE NOT 5HONN. Town of Cary Utilities, Water and Sewer
tapered fiberglass 5PECIFIGATION5, 8 DETAILS. Percent Lamp Lumens: shaft, availabke in
Fronk Law=9.4%, Medium=18.8%, High=15.1°x, Very High=0 2% varying heights, The valuesshownfor the L50teinplateHnesam,rnaintainedvalues, bawdon applicable light Loss Factur,(LLF). Values mxrepxscnkGeof Back:LOW=6.61%, Medium=14.0%, High=6.2%, Very High=0.2% anchor based or Engineering Inspection Services must be contacted [phone] at a minimum 24 hours prior to LY D 53
nmaufactrn a specific photometric Testing, which is subject to change withont notification doe to availability and pmduo offering nm1ficalims. 'Mmuu'adna6ugpho;wnetyklatnnote that vahtesatcapprexiimccand iNitl vary yvithkheLLFand athafaatorw,ie.roltap variatious,attuosphcric Uplight:LOW=Q.0%,HIgh=0.0% direct buded. the commencement of any construction activities. -om
eonditions, etc. Colon, Bronze, Busk, Elccuonic rEs photunmtric fire available upon rcquest• Note; Design Prograin required for use of a photometric Me U
Alrordx xrerepiasmtative o{fizhus stele Acnlal products nrayvaq.lightly, fixnuc and photonmhie-Wn eubjeer to ehonge duatoprrxhut offering Gray, Green mo,'ufmaGou=. 2045-0769 z

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