20110189 Ver 2_Site Plan_20110425

1 2 3 4 5 6 7 8 9
\ EX-REW GRADING p _ W EX-ROW ADINGAND DRAINAGE NOTES ~
~ -ROW EX RD JTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING LEGEND -
~ EX-ROW EX 1. CONTRACTOR IS REST EX-REW' ~ UTILITIES SERVING TH 0 _ITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
s 2. THE CONTRACTOR IS Kimley-Horn CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SPOT GRADE ELEVATION and Associates Inc
SHOWN ON THESE PL )WN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
NORTH MEASUREMENTS TAKE ~VAY 86 _ C HIGH ISUREMENTS TAKEN IN THE FlELD. THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. 640.10 NC LICENSE ~-0102 ~
IVE N T OOD DR SHER~V THE CONTRACTOR MU as CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION s23 PROPOSED MINOR CONTOUR ~il~ 4~oTM eouLEVARo
e A. 4~., INV.= (150' PUBFIC R/W) J TO REQUEST EXACT I REQUEST EXACT FlELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHARLOTTE, NORTH CAROIJNA 28203 PHONE: [phone] A OCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. g~ PROPOSED MAJOR CONTOUR FAX: [phone]
~ REFERENCE MB 12, PG 223 RELOCATE ALL EXISTI c 596.03 ~ v ~ CO 2011
cA 3. ALL CUT OR FlLL 5L( CUT OR FlLL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. EXISTING MINOR CONTOUR
~U , N ' 4. PRECAST STRUCTURE'.
:CAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. EXISTING MAJOR CONTOUR CgRO''•,~
N ~ 5. STORM PIPE MATERIA ARM PIPE MATERIAL SHALL BE HOPE OR RCP. sT :,~~~oFESB%~
i a \ 6. EXISTING PIPES TO BI Q~ 9`
a r ,Y r , t , \ , STING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. STORM DRAIN ; SEAS
' 12" PLASTIC C900 LIN Wv 7. EXISTING GRADE CON - - - - - - ~ ~ 030561 STING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
,i , ' _ 11-EDP PROPOSED GUIDERAIL ~"FN
` u 16-MH 8. PROPOSED GRADE CC )POSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. ~ST~ c ~ N~''~P
p~.. , ~..J J 602- _ ,,~....w - 9. IF ANY EXISTING STRI ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S ADA SPACE OUTLINE
600 ~ ~ ; " ~ m ~g RESPONSIBILITY TO R - - ` ~ NOTE~TRANSITION POINTFROM 598 ~PONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TD RETURN IT TO EXISTING (SEE GRADING AND DRAINAGE KEY "C")
CONDITIONS OR BETTI ''i~;` RCP TO 24"`PMP IS NOl"== , r s JDITIONS OR BETTER.
6Q0 ` ; ` ' ~ ~ ~ ~ LOCATABLE (POSSIBLE ~`j STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS P E R M I T S ET
- ~j~ JUNCTION BOX,~~ 10. ALL STORM PIPE ENT , _ . s ~ ~ WATERTIGHT. fERT1GHT. PROPOSED ACCESIBLE ROUTE " " PRELIMINARY
~ , 12-EDP ~ 3 (SEE GRADING AND DRAINAGE KEY A) NOT FOR CONSTRUCTION
r ~ , r _ _ " ~ i - _ - - = ~ _ j .o _ - STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
n ` ` ``j °J~ _ - BEARING RING AND C r} , - _ - _ _ ~ _ _RD EX-RE LABELED "STORM SEV iRING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE GRADING AND DRAINAGE KEY B IELED "STORM SEWER".
, _ EX PROP05ED ACCESIBLE ROUTE FROM RIGHT-OF-WAY TO STORE FRONT.
, EX-RD r` " CAT I /N~ EX-ROW , - p =5 5.64 sq 12, THE CONTRACTOR SH W _ CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE 0 LONGITUDINAL SLOPE SHALL NDT EXCEED 5% AND CROSS-SLOPES TO NOT
~ o GENERAL N.P.D.E,S. f s o \ IERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACT1VI11E5 AND THE EXCEED 2% (SEE LEGEND FOR BOUNDARY AND HATCH)
~ CLIENT SPECIAL CON[ 'I 17-EX \ ~ ~ ,h THIS APPLIES TO CLII .NT SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. O 51DEWALK 15 FLUSH WITH PAVEMENT i APPLIES TO CLIENT BUILT PROJECTS ONLY.
OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES
~o L _ os \ia, 13. CONTRACTOR SHALL fig„ . JTRACTOR SHALL ADJUST AND/OR CUT EX15T1NG PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND O FROM THE VESTIBULE TO THE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8%
- ~ CONTINUOUS GRADE. Mp \ JTINUOUS GRADE. MAXIMUM GRADE. CONTRACTOR SHALL GRADE THESE AREAS NO STEEPER THAN 2.0~a).
\ ' 14. CONTRACTOR SHALL JTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. OAT-GRADE DELIVERY ODOR.
~ s ,
°o \ ' s 15. TOPOGRAPHIC INFORN 596 'OGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS (SEE COVER SHEET). IF 0 ROOF DOWNSPOUT -SPLASH ON GRADE (REF: ARCH/MEP PLANS).
\ THE CONTRACTOR DO ~ \ THE CONTRACTOR SH CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY A5 SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR ROOF DOWNSPOUT - TO UNDERGROUND STORM DRAINAGE. 10" HOPE STORM
\ \ 5 TO THE OWNER FOR v / THE OWNER FOR REVIEW. O DRAIN AT 1% MINIMUM SLOPE. (REF: TABLES AND ARCH/MEP PLANS).
5 \ O SIDEWALK AND CROSSWALK LONGITUDINAL SLOPE SHALL NOT EXCEED 5%
~ ~ w ~ - ~ \ 16. ALL UNSURFACED AR I ~ INV.= SHALL APPLY ER051C UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR G AND CR055-SLOPES TD NOT EXCEED 2% (TYP.) z
584.15 \ DISTURBED AREAS IN ILL APPLY ER0510N CONTROL MEASURES TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE 0 TURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFCATIONS UNTIL A HEALTHY STAND OF VEGETATION IS HO RETAINING WALL (SEE DETAIL SHEET) ~
- OBTAINED. . ~AINED. W C
5 p' ~ q - , OI NOT USED. ~
m v. 17. CONSTRUCTION SHALI 0 o ` , JSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
r , . . _ , ' o 18. ALL STRUCTURES 5Hi STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT IN(5) TO INVERT OUT. 0 3' WIDE CONCRETE SWALE. (SEE DETAIL SHEET) Q
o ~ .4 i . ~ _ , , h, O TOP OF TRANSFORMER PAD = 595.00'. ~
19. CONTRACTOR SHALL . ~ JTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL SITE MAPS AND DETAILS FOR SPECIFIC
_ _ - ~ NOTES REGARDING C( _ 594 , , - - - \ CONSTRUCTION ACT1V _ fES REGARDING COVERAGE UNDER THE NORTH CAROLINA STATE GENERAL NPDES PERMIT FOR LARGE AND SMALL ©TEMPORARY 15' AREA CONTAINING PUMP AROUND AND SAND BAGS. (S1-IMPACT 2) 0 JSTRUCTION ACTIVITIES. z
~ ~ ,E t w _ , o
r. _ - 20. ALL PROPOSED CONT r,, ~ -J ~~593~. _ " ii' OTHERWISE NOTED.) PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT TOP OF PAVEMENT FINISHED GRADES. (UNLESS MO TEMPORARY 20' AREA CONTAINING PUMP AROUND AND RIP RAP APRON. (S1-IMPACT 3)
, , , ~ w.- t - IERWISE NOTED.) NO 105 LF OF PERMANENT STREAM IMPACTS. (S1-IMPACT 1)
t I ~ 2.5:1 r 21. REFER TO PAVEMENT 'ER TO PAVEMENT CROSS-SECTION ON THE DETAIL SHEETS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE
- 1 - \ BASE COURSE ELEVA ~E COURSE ELEVATIONS TO BE COMPLETED AS PART OF THIS PROJECT. O NON JURISDICTIONAL MAN MADE CATCH BA51N.
1 - - i , O NAKE CREEK CS) r 1.00% ~ 1.06% ~ OUTHFORK RATTLE S
~ U.T. TO S _ 22. ALL ELEVATIONS ARE ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON THE SURVEY. THE BENCHMARK SHALL BE ©ONE 10" STORM DRAIN PIPE AT TRUCK WELL DRAIN ®1.0% MINIMUM SLOPE ~IFIED BY THE GENERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF GRADING ACTIVITIES. TO STRUCTURE 8-DI.
EXISTING _M ~ ~ 1W 587.DD J i VERIFIED BY THE GEN ~ BW 566.25 ,j` h \ r : ~ ,r
48 CMP ` t y~.-- ' 23 CONTRACTOR SHALL ~ H START - , AJ\ JTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. DEWATERING NOTE
~ w
~ ° TW 593.D0 \ 594.45 0 24. ALL FILL TO BE COMI 1 ~ ,r ~ ,r o , FILL TO BE COMPACTED PER CONTRACT DOCUMENTS. S&ME'S "FINAL REPORT OF SUBSURFACE EXPLORATION" WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER DR
~ ~ j,, ~ ILL BE USED AS A GUIDANCE DOCUMENT (NOT TO BE CONSIDERED A CONTRACT DOCUMENT). IF THE BENEATH THE WATER TABLE, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND D JTRACTOR NOTICES A DISCREPANCY BETWEEN THE S&ME REPORT AND THE PROJECT SPECIFICATIONS, GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF 501LS.
~ 6 )x ~ ~ M ~ ~ CONTRACTOR NOTICE. 594 ~ \ ~ CONTRACTOR SHALL 06 JTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. ROCK NOTE
, ' ~ \ si - ~ - ~ INU.= ST ST~t ~ ~ ~ ,
ST ~ 56990 ~ i" ir` , ° ~ p,, I 25. CONTRACTOR SHALL 48" _ c~ h , , 587 C 4 M \ 0 ~ Bw 562,50 ° ~ 12 THICK CLASS Br RIP RAP, ~ y ,~i° PAVEMENT AREAS OR JTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK SPECIFlCATION) IEMENT AREAS OR SHEET OVERLAND. MINIMUM PAVEMENT GRADES SHALL BE 1%. MAXIMUM PAVEMENT GRADES SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL
, , ~ _ ~ r ADA AREAS SHALL BE 1.8~g MAXIMUM GRADES IN ALL OTHER PARKING AREAS SHALL BE 3%a MAXIMUM. GRADES INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM.
g 0 ~ ~ A Iw 56s.DD ~ 35 SPILLWAY AT ELEVATION - " H ~ 24" RCP, PIPE TO BE 0-RING ALONG TRUCK ROUTE ~ r , )NG TRUCK ROUTES SHALL BE 5%, MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE 8%. MINIMUM
.r 13-MH ~ ~ ~ 592.50 WATERTIGHT PAVEMENT GRADES F ,t , ' N y IEMENT GRADES FOR CONCRETE APRONS OR CURBS SHALL BE 0.5%. GROUNDWATER NOTE Z
Y, ; " 26. THE CONTRACTOR SH w ,3 W CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWATERING AND MOISTURE CONDITIONING NECESSARY TO THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS
i,;, t ~ o N " ~ ~ d~: ANTI-SEEP COLLAR SHALL EXTEND A i CONSTRUCT THE PRO C, _ , JSTRUCT THE PROJECT AS DETERMINED FROM ACTUAL FlELD CONDITIONS. PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR
_ - ~ ~ ty~.°- _ ~ J. ~ ~ MINIMUM OF 2 BEYOND THE EXTERIOR ,r - ADDRESSING THIS ISSUE.
27. GRADES MAY BE ADJ . , 9c, a ji,, ~590~ : ` OF THE PIPE OR AT LEAST 1 INTO ``i I CEC FOR NECESSARY IDES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. CONTRACTOR SHALL CONTACT CLIENT AND FOR NECESSARY ADJUSTMENTS. STORM STRUCTURE TABLE _
,t UNDISTURBED SOIL WHICHEVER IS ! ` I 595.00 595,00 595.00 25'•1 Rim ~
` 593.... r, ~ x- x x x ti GREATER, WITH WATER TIGHT SEAL AT 28. PIPE LENGTHS SHOWP ~ _ . , ' iJiy. ~ r PIPES LENGTHS AND .LENGTHS SHOWN ON THE PLAN EXTEND CENTER-TO-CENTER OF DRAINAGE STRUCTURES; THEREFORE, ALL Invert In 1 Invert In 2 Invert0ut
598 DISCHARGE PIPE (TYP.) (SEE SITE ° ~ .S LENGTHS AND SLOPES ARE APPROXIMATE. Structure Elevation (ft) (ft) (ft) J z (ft)
, X ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ,rt DETAILS ` 29. UNDERGROUND UTILIT )ERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION G~ ~ Q 1-FE 585.00
is _ --590.5__ ~ 1 - Y' 594.76 ~ C7 / TO OTHER APPLICABL ~ 590 OTHER APPLICABLE CRITERIA: ~ W ~ Q
X - / / ~ r-~` A. NO MORE THAN 50( 591_ ~ 1 , r-r i.~° B. EXCAVATED MATERI~ t STORE N0.3036-00 ~ i \ ~ I.=' )MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. 2-MH 594.56 587.50 587.35 585.44 ~ = z J (CAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3-DI 591.50 588.80 ~ J = J ~ E
/ 587 I d , ' C. EFFLUENT FROM DES FLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT Q
~4 869 S.F. APPROX. I ~ ~ ~ _ 585 J " rr ri' ` TRAPPING DEVICE, ~ ~ ~ I I _ 4-MH 594.08 587.91 587.71 ~ U > U LAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING U z ~
~ STREAMS OR OFF-~ ZONED: H-B ~ I _ ~ , (REAMS OR OFF-SITE PROPERTY. 5-MH 592.90 588.22 588.12 ~ ~ Lu =
4 , X ~ y D. MATERIAL USED FOf ~ F.F.E.=595.00 e ` ~ MINIMIZE EROSION A 4TERIAL USED FOR BACKFILLING TRENCHES SHALL BE COMPACTED PER THE SPECIFICATIONS IN ORDER TO = ~ ~ Q 6-DI 591.90 588.40 NIMIZE EROSION AND PROMOTE STABILIZATION. 9-CO 594.33 588.00 588.00 ~ ~ o } z
, Im r ~ , ~ ~ ~ E. APPLICABLE SAFETY , I PLICABLE SAFETY REGULATIONS SHALL BE FOLLOWED.
595.00 t ~ - r 10-CO 594.85 589.00 ~ 0
~ C ~ x w ~ 29. REFER TO ARCH PLAT I I` , t , 'ER TO ARCH PLANS FOR ROOF DRAINAGE DOWN SPOUT LOCATIONS. 11-EOP 595.50 U ~
' 1 m 584 I , \ o u~ ~ , , . ' ~ .~°i 30. THIS PLAN DETAILS f ~ PLAN DETAILS PIPES UP TO 5 FT FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS FOR 12-EOP 596.05 ~ w
r ,r _ i, r- a r ~ ; t r ~ _ , 3 ~ ~ 1 0-587 / r LDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY. 12-HW 593.00 581.00 o uzi
r f ~ z , m - u~ - /j° o:
a , ~ 31. COORDINATE ALL GR~ rm ~„w -...d.~ 595,D0 595.00 F ~ / ' j ~ ~ ~ 590_ J 594.84 5 f \ d 94.75 \ / ~1--- )RDINATE ALL GRADING AND DRAINAGE WORK WITHIN THE NCDOT RIGHT-OF-WAY WITH THE NCDOT INSPECTOR. 13-MH 596.20 587.54 582.00 0_ 14-EX 587.68
~ 594.35 ~ ~ ~ ,t' o i', \ ~ 32. THE WET DETENTION WET DETENTION BASIN WILL BE USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION. THE 15-FE 584.10
Z 594.35 ~ ~ _ ~ ~ F F ~ ~ 591.5 591.5-_592 ~ BASIN IS TO BE CLEI A a ' , ~IN IS TO BE CLEANED OUT PRIOR TO USE AS A WET DETENTION BASIN. 16-CS 593.00 585.00
- ' x 593 , ` J, ~ oo _ r r- ~ ~ ~b ~ ~ ,t ,a ti, " ,
o - - - - - - - ~ STORM DRAM ,v .w. a r 1w )RM DRAINAGE ABBREVIATION LIST 17-EX 595.84 593.17
I ~ ~ 595.00 1.1 i° -4.4 6~ ~ j, ; + -r r,- °CB" =CATCH BASING 18-MH 599.66 596.99 CATCH BASING (SEE DETAIL SHEET)
uai ~ ~ 0 594.75 594.50 592.93 - ,t'` , , ~ ,w ' w °DI° =DROP INLET SEE r t , 3 D P AT WALL ~0 ~ ( o DROP INLET (SEE DETAIL SHEET)
4, 1 ~ "MH" =JUNCTION BOX , JUNCTION BOX (SEE DETAIL SHEET) STORM PIPE TABLE ~ F
3 ~ K ~ 1.1 594.15 ~ ~ ~ " ~ ~ " - _ ~ ~ I ' "FE" =FLARED END SEC 594,15 A ` ' . - , : , E _ _ ` 59D.35 FLARED END SECTION (SEE DETAIL SHEET)
- ~ r. °DS" _ W . ~ y. I - .r v ~ ~ .W ` ~ 594.92 AT DRAIN ~ " ~m DOWNSPOUT REFER TO ARCH EP PLANS FOR BOOT DETAIL US Invert DS Invert fI~ ( ~ ) US DS Diameter Length Slope STORM SEWER CLEANOUT (SEE DETAIL SHEET) Elevation Elevation Material
~ 593.73 ~ _ m - y r ~ , ° w °C5° J w , f POND/WETLAND CONTROL STRUCTURE (WITH ORIFICES) (SEE DETAIL SHEET) Nade Node (ft) (ft) (in) (ft) (ft/ft) z
59 ~ ~ . ~ - E _ r I _ ~ - TRUE _ ~ °DDI° °DO LE° 5 "DOUBLE" STRUCTURE (SEE DETAIL SHEET) 2-MH 1-FE 585.44 585.00 24.00 Concrete 42.40 0.01
~ - ~m, ~.r.. ' 3 ~ ~ ~ ~ --w~ _ _ ~ ~ W ~ °SM: = SIPHONIC MANH( x t 593.83 HP SIPHONIC MANHOLE WITH VENTED LID (SEE DETAIL SHEET) Q
o - "RD" -ROOF DRAIN r , - _ _ ~ R~ ROOF DRAIN 3-DI 2-MH 588.80 587.50 18.00 Concrete 120.30 0.01
" - - ~-4 5g5_. _ - - Y ~ " - - 595 _ . I _ ~ _ _ a - w.. ~ ~ ~ ~ ~ °RCP° -REINFORCED CC TRUCK WELL DRAIN 4-MH 2-MH 587.71 585.64 18.00 Concrete 118.10 0.02 fn
r w.. o ~DO~ - 598 ~ ~ . _ - i - ~ _ ~ PEN THROAT Ci =REINFORCED CONCRETE PIPE 5-MH 4-MH 588.12 587.91 18.00 Concrete 43.40 0.01 V OPEN THROAT CATCH BASIN PER NCDOT STD 840.05 6-DI 5-MH 588.40 588.22 18.00 Concrete 35.80 0.01
- - ~ ~ W 3 I \ 4~.- _ ~ , ` ~ ~ \ w. ~ \ - ~ ~ ~ °EX =EXISTING STRI =EXISTING STRUCTURE
y ~ ~ w..-- ~ . _ - _ ~ - E =END OF PIPE \ - OP ,4 p..._ ~ ~ = END OF PIPE 9-CO 2-MH 588.00 587.35 18.00 HOPE 65.40 0.01
~ _ _ ~ _ ~
~ _ ~K NOTE 10-CO 9-CO 589.00 588.00 18.00 HOPE 92.80 0.01 F 12-EOP 11-EOP 596.05 595.50 18.00 Concrete 105.00 0.01
- w " THE PRESENCE OF ROCK y _ I . RESENCE OF ROCK (AS DEFINED IN THE SITEWORK 13-MH 12-HW 582.00 581.00 48.00 Concrete 196.30 0.01 DESIGNED BY: JCW
" ` SPECIFICATION) SHOULD 1CAT10N) SHOULD BE ANTICIPATED ON THIS 14-EX 13-MH 587.68 587.54 48.00 Existing 14.60 0.01 DRAWN BY: JCW
.v _ , _ _ , CT. CONTRACTOR'S BID SHALL INCLUDE 16-CS 15-FE 585.00 584.10 24.00 Concrete 170.90 0.01 CHECKED BY: JMH
I " = ~ , ~ CONSIDERATION FOR ADI )ERATION FOR ADDRESSING THIS ITEM.
_ v... i - - 118-MH I 17-EX 1 596.99 593.17 8.00 Concrete 62.10 0.06 DATE; 02-16-11
,i - - ¢m ~ h DUNDWATER NOTE GRAPHIC SCALE
n
CD THE PRESENCE OF GROL ANTICIPATED ON THIS PI RESENCE OF GROUNDWATER SHOULD BE 30 0 15 30 60 PROJECT#- 015476140 PATED ON THIS PROJECT. CONTRACTOR'S BID
A SHALL INCLUDE CONSIDE INCLUDE CONSIDERATION FOR ADDRESSING THIS
4 . - ISSUE.
U ( IN FEET) C-04
Y 1 inch = 30 ft.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HOP BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6 7 8 9
4xD SPECIAL STILLING BASIN ~ - -
c 0
THE SPECIAL STILLING BASIN(S) SHALL BE A WATER PERMEABLE FABRIC BAG THAT END OF RIP RAP. - LIMITS OF STREAM
s TRAPS SAND, SILT, AND FINES AS SEDIMENT LADEN WATER IS PUMPED INTO IT. THIS c DEVICE SHALL BE CONSTRUCTED SUCH THAT IT IS PORTABLE AND CAN BE USED IMPACT 24' FROM Kimley-Horn
~ PUMP ADJACENT TO THE PUMP HOSE OUTLET. END OF PIPE and Assoaates, Inc
° AROUND EXISTING 48" CMP Nc ucENSE ~-0102 D ~ ~ 2QOD souTH BouLEVARD
i, THE FlLTER FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 1056 OF THE NORTH EXIS o~ HOSE 1 CHARLOTTE, NORTH CAROLINA 28203
e ~ CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFlCATIONS FOR 15' OI a A A TYPE 2 FABRIC. m 15 OF TEMPORARY - _ - - ~ PHONE: [phone] MPAGTS ~ ~+OO ~ FAX: [phone] A
0 v ~ ~ 20' OF ~ zoa
I PUMP ° ° STONE SHALL BE FOR EROSION CONTROL CONTROL STONE (#57). ~ 0+00 sT B+~ TEMPORARY
"s AROUND GRADATION OF x N N ~ CONSTRUCTION METHODS: ~ I IMPACTS
HOSE 8 -12 RIP RAP THE SPECIAL STILLING BASINS SHALL BE A BAG CONSTRUCTED TO A MINIMUM SIZE ~ L - ~ ''o O - O
N OF 10'X15' (3MX4.6M) MADE FROM A NONWOVEN FABRIC. IT SHALL HAVE ASEWN-IN O ; O - _ ~ ~ 1I)
a 8-INCH (20.3CM) MAXIMUM SPOUT FOR RECEIVING PUMP DISCHARGE. THE BAG o ~ , + ~
a SEAMS SHALL BE SEWN WITH A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH o - ~
THREAD. THE SEAMS SHALL HAVE A MINIMUM WIDE WIDTH STRENGTH AS FOLLOWS: FILTER FABRIC [L W w
TEST METHOD MINIMUM SPECIFICATIONS
1 ASTM D-4884 60 LB/IN (10.7 KG/CM)
SECTION A-A
2 THE FABRIC USED TO CONSTRUCT THE BAG SHALL BE STABILIZED TO PROVIDE RESISTANCE TO ULTRA-VIOLET DEGRADATION AND MEET THE FOLLOWING CULVERT PLAN
PLAN SPECIFICATIONS FOR FLOW RATES, STRENGTH, AND PERMEABILITY: SCALE: 1" = 40'
PERMIT SET
ENER Y DI IPAT R F R P MP AR ND H E TABILIZED TLET Property Test Method units Minimum U U U
602 602 PRELIMINARY NOT FOR CONSTRUCTION
English Metric English Metric IF LEAN WATER PROPOSED MANHOLE
(13-MH) B 600 ~~N: 554- soo
NOT TO SCALE Weight ASTM D-3776 Oz/yd G/m 8.0 248.03 INV. OUT: 582.00 APPRQXIMATE
Grab Tensile ASTM D-46321b Kg 200.0 90.72 598 4" SANITARY SEWER LINE; GRIADE G STA.= 0+91.00 ' 596
Puncture Flow ASTM D-48331b Kg 130.0 58.97 INV. 589.61 APPROXIMATE fi" WATERLINE!.
SPECIAL STILLING BASIN FILTER BAG PROPOSED STA.= 1+~0.0 596 I ~ - ' ~ , / ` ` ~ ~ ~ GRADE 596
EXISTING TERRAIN Rate ASTM D-4491 Gad/min/sf L/s/sm $0.0 0.47 PROPERTY I 2" WATERLINE'
B
Permittivit ASTM D-4991 1/sec 1.5 594 I I srA.= 1+~o.Da 594
Y xa ,~ro9"ae~° ~ a °~re. a . ~ e a 8°a ~ ° $o• $ a B.: aim e~°Q ELECTRIC ~ I ELECTRIC TAMPER SWITCH
UV Resistance ASTM D-4355 % 70.0 STA.= 0+43.00 I .STA.= 1+85.00 ~
B 592 1 ! 592
15.0 - 20.0 FT. ELECTRIC/ ELECTRIC TAMPER SWITCH ELECTRIC/TELEPHONE ELECTRIC/TELEPHONE I STA.= 1+&4.00 STA.= 2+04.00
FILTER FABRIC 8.0 IN. #57 STONE THE SPECIAL STILLING BASIN(S) SHALL BE PLACED SO THE INCOMING WATER FLOWS STA. STA.= 0+46.00 590 ` 590 ~ f-- I 18" STORM PIPE o
STREAM BANK INTO AND THROUGH THE BAG WITHOUT CAUSING EROSION, THE NECK OR SPOUT OF NOTE: IF SPECIAL STILLING BA51N IS PLACED IN EXISTING FLAT PASTURE THE BAG SHALL BE TIED OFF TIGHTLY TO STOP THE WATER FROM FLOWING OUT OF
ADJACENT TO AN UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERED). ~ THE BAG WITHOUT GOING THROUGH THE WALLS, \ ~~STA.= 2+14.00
IF SPECIAL STILLING BASIN IS PLACED ON DISTURBED SOIL THEN A STABILIZED o THE SPECIAL STILLING BASIN(S) SHALL BE REPLACED AND D15P05ED OF WHEN IT IS 588 \ I ! 588 INV. EL.=566.01 EXISTING 48° CMP 4 y ^ W C
OUTLET/CHANNEL NEEDS TO BE PROVIDED. ~ 3 4 FULL OF SEDIMENT WHEN IT IS IMPRACTICAL FOR THE BAG TO FILTER THE EXISTING / ~ 5TA•= STA,= 0+25.00 ~ \ ~__~RETAINING WALL/ ~
o SEDIMENT OUT AT A REA50NABLE FLOW RATE, OR WHEN IT BECOMES PUNCTURED OR IN THE STABILIZED OUTLET WILL CONSIST OF A 1"-6" WELL GRADED MIX OF RIP _ _ _ _ _ ~ _ _ _ _EXISTING TORN. INV. 587.68 586 I ~ 586 HEADWALL
RAP A MINIMUM OF 1' THICK PER THE DIMENSIONS ABOVE. PLACE FILTER - \ GROUND ~ w r' i Q
FABRIC BETWEEN THE RIP RAP AND SOIL FOUNDATION. THE STABILIZED 3: ~ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SUFFCIENT QUANTITY OF
OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO THE BANK OF THE 3' ~ BAGS TO CONTAIN 51LT FROM PUMPED EFFLUENT DURING CONSTRUCTION. 584 ~ ~I ~ 584
CHANNEL BELOW THE WORK AREA. II ° z
FILTER FABRIC 3,0 FEET IMPERVIOUS DIKE II
SECTION B-B THE IMPERVIOUS DIKE SHALL NOT PERMIT SEEPAGE OF WATER INTO THE 582 L 1 ~ 582 48" STORM PIPE
PE IAL TILLIN BA IN CONSTRUCTION 51TE OR CONTRIBUTE TO 51LTAT10N OF THE STREAM. THE IMPERVIOUS CLASS III RCP ,//STA.= 2+3fi.00
DIKE SHALL BE CONSTRUCTED OF AN ACCEPTABLE MATERIAL IN THE LOCATIONS 580 INVERTIOUT: 582.00 580 INV 581 00 GROUND ELEV. 582.00
WITH R K PAD NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. PIPE TO BE EMBEDDED 1'
STABILIZED OUTLET NOT TO SCALE ACCEPTABLE MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO SHEET PILES, INTO EXISTING GROUND.
SANDBAGS, AND/OR THE PLACEMENT OF AN ACCEPTABLE SIZE STONE LINED WITH 578 578
POLYPROPYLENE OR OTHER IMPERVIOUS FABRIC. u~ u~ c6~ O~ 0~ 0~ rr NN r~` ca ca r r
EARTH MATERIAL SHALL NOT BE USED TO CONSTRUCT AN IMPERVIOUS DIKE WHEN IT 43 43 r ~ c0 ~ ~ ~ (0 (0 U) ~ c6 ~ N N r r ca ca ~ In ~i ~i ao as oo~ rn~ rn rn rn~ rn~ rn~ o~ o~ oo~ aa~ ~ ~
IS IN DIRECT CONTACT WITH THE STREAM UNLESS VEGETATION CAN BE ESTABLISHED u~ u~ ~ ~ In ~ In In In ~ u} ~ ~ ~ u'1 u'T In u'~ ,~In ~ ~
DOWNSTREAM BEFORE CONTACT WITH THE STREAM TAKES PLACE. o+aa ~+ao 2+oa 2+6o D
SPECIAL STILLING BASIN SE UENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
UTILIZE A STABILIZED CULVERT PROFILE
OUTLET INSTEAD OF A 1. INSTALL SPECIAL STILLING BASINS AND ENERGY DISSIPATOR FOR H05E PIPE OUTLET. / SCALE: 1" = 40' HORIZONTAL
SPECIAL STILLING BASIN IF SCALE: 1° = 4' VERTICAL
PUMPING CLEAN WATER. SPECIAL STILLING 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
(SEE NOTES) BASIN 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM P.C. CONCRETE
IMPERVIOUS DIKE DIVERSION. NOTE: TOP OF MANHOLE TD BE OF MANHOLE TO BE LEVEL (PER SITEWORK SPECIFICATION SECTION 02751) ~
WITH FINISH GRADE UNLESS OTF i GRADE UNLESS OTHERWISE FULL DEPTH OF FRAME HEIGHT TO OUTSIDE W DIRECTED BY THE ENGINEER. EDGE OF MANHOLE J
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER USEEADJUSTA4ENTERINGS ASERE( ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAY'S WORK. Bur Nor TD ExcEED iz•. iTMENT RINGS AS REQUIRED U ~0 EXCEED 12 .
2 TRASH DEWATERING PUMP SEE II SEE INSET °A" a "P" =PAVEMENT THICKNESS
5. PERFORM CULVERT INSTALLATION WORK IN ACCORDANCE WITH THE PLANS. RING & covER PER SITEWDRK SPECIFICAi10NS F ° P ~ "F" =FRAME HEIGHT
2 LAYERS OF I a I ~ TAR PAPER ° _
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS _ _ _ _ DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE. r
EXISTING DOWNSTREAM IMPERVIOUS DIKES FIRST. ~ _ ( ) - - . ~ I I RING do COVER PER J Z - - ~ 'rt, I - SITEWORK SPECIFICATIONS ~
CHANNEL 7. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK 4' MAX I I / \ ~ ~ Q U Q (CONE SECTION / \ W ~ z z
DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE ~ UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE L _ _ _ _ _ _ - ~ IS ACCEPTABLE)I " ~ \ ~ 2 B' 24' G ~ / U W 0
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS Z. 112 ~-------------------J a~~~~ X ~ Q =~Q E (DIAMETER) py ~ \ W U Z } U
DIKE(S) FOR EACH DAY'S WORK. ALL GRADING MUST BE STABILIZED AT THE END OF F ' w
THE DAY. N H MIN, INSET „A„ \ / v ~ ~-'w=
N ~ 8. REMOVE SPECIAL STILLING BASINS AND BACKFILL STABILIZE DISTURBED AREA WITH FOUNDATION SLAB AND BASE SECTION MAY BE POURED \ / ~ ~ ~-Q, Q ~ a'. MONOLITHIC OR SEPARATELY WITH A KEYWAY. ~1i Q ~ Z
TEMPORARY FLEXIBLE HOSE SEED AND MULCH. ALL AREAS WILL BE RESTORED TO NATURAL CONDITIONS UPON oa INVERT SHALL BE POURED AFTER PLACEMENT OF MANHOLE.
REMOVAL OF THE DEWATERING MEASURES a? HEIGHT ~ m . - - - - - a" LEGSARS s PLAN OF MANHOLE TOP U
o~
WW NOTES Na ~ 6' KEYWAY ~ U W 6 ? IN. WHERE DESIGN RE ULTS ~ W =
3 1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF a a IN LE . IN LE. THAN 6'MIN, USE FUL CUT-OUT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ T BASE SECTION DIMENSIONS o ~
Z W ; ~ CHANNEL. a ~ _ _ _ a - o!
J a 6' N• VARIABLE 1' CLEAR ~ SIZE OF PIPE MIN. DIA. 0_ 6' N. ~ #4 AT 10" CENTERS EACH DIRECTION 24" DR SMALLER 48"
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN OR EQUIVALENT WELDED WIRE FABRIC
w FLOW NECESSARY. PIP S = 0 FOR DEPTHS LESS THAN OR EQUAL TO 6': S = 9° FOR DEPTHS GREATER THAN 6'. 30" - 36" 60" PIP T = 6" FOR DEPTHS LESS THAN OR EQUAL TO 6': T = 9" FOR DEPTHS GREATER THAN fi', SIZ 42" - 48" 72"
3. GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO PREDICTED 4 sIz
o RAIN FALL EVENTS, UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR h:, , . v SECTION "B"-"B"
PREDICTED EVENT. v 3' DIAMETER ` T #4 "L" BARS GENERAL NOTES: - DIAMETER 1 AT 10" CENTERS
~ 4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. 0 1, PRECAST MANHOLE SHALL BE MANUFACTURED PER LATEST ASTM C478 AND C913 SPECIFICATIONS. J
~ THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION PIPES, PUMPS AND HOSES. D,n, DF MANHOLE + ~a• DF MANHOLE + 24' 2. THE CDNFlGURATIDN DETAILS SHOWN ARE DESCRIPTIVE ~ F
3 a I 5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA (IF PRECAST BASE SECTION SET ON CONCf ONLY AND MAY BE VARIED TO CONFORM WITH AN :CiION SET ON CONCRETE BLOCKS B B ESTABLISHED MANUFACTURING PROCEDURE,
N NECESSARY). FOUNDATION SLAB AND INVERT POUREC AND INVERT POURED MONOLITHIC,
0 3. FORMED OR CUT OUT OPENINGS SHALL BE PROVIDED WHERE PIPE INLETS AND OUTLETS ARE SHOWN ON THE
6. DEWATERING PUMP AND PUMP-AROUND PUMP TO BE 2" TRASH PUMPS. SECTION "A"-"A' TION "A"-"A" PLANS.
v u _ _ 4. THE TOP OF THE INLET SHALL NOT BE SET BELOW THE TOP > OF THE OUTLET PIPE. J
c d ALTERNATE 5. REINFORCEMENT SHALL BE CUT AT PIPE OPENINGS.
°a UPSTREAM ~ i/~FOO7ING rr SHAPE 6. WHERE PIPES DD NOT ENTER OR EXIT RADIALLY, USE NEXT
~ ~ ~ PRECAST FOUNDATION SLAB LARGER SIZE MANHOLE.
i ~ 3 EXPANSIVE 7. CIRCUMFERENTIAL REINFORCEMENT SIZE AND PLACEMENT MORTAR SHALL BE IN ACCORDANCE WITH THE STANDARD
~ A o. BEFGRE YOU DIG A - - - - SPECIFICATIONS TO A MAXIMUM DEPTH OF 20 FEET. OVER w 20 FOOT DEPTH CIRCUMFERENTIAL REINFORCEMENT IS H
I i \ INCREASED TO 0.24 SQUARE INCHES STEEL REQUIRED PER F LINEAR FOOT, TO A MAXIMUM DEPTH OF 30 FEET.
> IMPERVIOUS DIKE U N \ 6. FOR PIPE CONNECTIONS, A RUBBER GASKET IN
CALL 1 800 632-4949 ~ ~ y ~ ~ r 12" 3" C443RORNC923~ANDACASTRWTEGRALLYKINTMANHO EAMAY BE DESIGNED BY: ~CW
N.C ONE-CALL CENTER ~ ~ IT'S THE LAW r ° USED AS AN ALTERNATE TO EXPANSIVE MORTAR. DRAWN BY: ~~NI STANDARD CHECKED BY: JMH
- - - - J FOOTING 12" I SHAPE -r
\ / ~ ~ _ I
i .I \ O.D. OF MANHOLE + 2 - MANHOLE +z 4" DIAMETER T DATE: 02-16-PRECAST BASE SECTION SET ON CONCRETE BLOCKS G
n 10 ~ \
\ ROCK NOTE GROUNDWATER NOTE
EXAMPLE F PUMP-AROUND OPERATION \ PLAN OF FOOTIN N OF FOOTING FOUNDATION SLAB AND INVERT POURED MONOLITHIC. PROJECT 0154761ALTERNATE FOOTING
> \ THE PRESENCE OF ROCK AS DEFINED IN THE SITEWORK THE PRESENCE OF GROUNDWATER SHOULD A NOT TO SCALE \ SPECIFICATION) SHOULD BE ANTICIPATED ON THIS BE ANTICIPATED ON THIS PROJECT.
2" TRASH PUMP-AROUND PUMP PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONTRACTOR'S BID SHALL INCLUDE
u CONSIDERATION FOR ADDRESSING THIS ITEM. CONSIDERATION FOR ADDRESSING THIS PRECAST MANHOLE C-05]
Y ISSUE.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HOP BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

<J~~y . >R
E
~y15 P ` / Wal-Mart Real Estate Business Trust
~ 5.327 Acres
~ tic ~ TURNER SMV YANCEYVILLE LLC S. M. 470 PG 984 y~C 532 PG 444 DB W Sherwood Drive (North Carolina Highway 86 North) Z
y~9 ~ DB ~ 608891210 BRIAN CENTER MANAGEMENT CORPORATION 4i9j ~ TAX PIN: 899 LOT C, PG 621 Yanceyville, NC 5
.y 93, ~ ~ MB 10, ST SffE f TAX PIN: 899608798768 U That certain tract or parcel of land situated, lying and being in the Town of Yanceyville, Caswell County, North Carolina, and being
~F~ Rff: NG G(8D SPC 83 ~ ~ ~ more particulazly described as follows:
WALL a ~ . BEGINNING at a new iron rod on the westerly margin of the right-of--way of Sherwood Drive (North Carolina Highway 86 North -
STREET r ~ PROPOSED STORM ~ ~~pp ° 150-foot pubGcright-of--way), said non being the southeasterly comer of the SMV Yanceyville LLC property as described in Deed 00 M.- M pp
7TH AVENUE o o ~ X450 SOE ~ ~ irjZ ^ N 5528'38" E 107.60' (R) " ~ m o ~ Book 470, Page 984 of the Caswell County Public Registry, said iron being furthermore located South 33° 1751" West, a distance of ~X. ~ ~ ~ I ~ ( r 150.15 feet from an existing iron rod on the easterly mazgin oftheright-ofway of Sherwood Drive at the northerly comer of Tract 2 as
b ~ ~ O "x ~ rn ~ N K X ~ I x 'c X " X ' INI~ - ~ a shown on the plat of the Eazl Watlurgton Jr, et al property as recorded in Map Book 12, Page 223 of said Registry, and runs thence
/ x SS 8" CUY UN ~ l ~ N r4~' N s4. 1 7. 5 ss E VICINITY MAP o N T '18 E ~ a; w ° y ~8" CUY uNE ` _ ° - from said BEGINNING point with the westerly mazgin of the right-of--way of Sherwood Drive South 39° 18'03" East, a distance of ~ ' ~ 253.45 feet to an existing iron rod at the northwesterly comer of the Meadowview Apartments Ltd. property as described in Deed
(NOT TO SCALE) ~ 2. 2~ M -TIE) N 6'0 36" 404. ' (R) ~ 4 N iN ° ~ Book 216, Page 90 of said Registry; thence with the westerly line of the Meadowview Apartments Ltd property South 00°18'36" East,
a ~ ~ , ~ ~ o ~ w3SV3 39 Na0 Q3 d0ad Ol ) = ~ ° o ~ 2° 7 E 04.9 M) M • ~ o m • c M s ~ ~ 93.25 0 ~ ~ ~ a distance of 316.42 feet to an existing iron pipe at the corner of the M. H. Radford property as described in Deed Book 85, Page 274
a qg•7 ' ( 356 9' (M -EIP TO BR)~o N w ~ o ~ J 'z~ ~ _ W v _ of said Registry; thence with Radford's northerly line South 48°04'49" West, a distance of 307,26 feet to an existing iron pipe at the S 53'1751" W northeasterly corner of the Yanceyville First Baptist Church property as described in Deed Book 133, Page 479 of said Registry;
i ~ ~1 ~ r v ~ f "i - i a ~ -v n~ 1 n n ~ x x ~ x ° ~x I 150.15' (M -TIE ~ thence with the line of the Yanceyville First Baptist Church property, and continuing along the line of the S, S. Schivley property as
A / \ _ - x ~~B x < ° ~ _x " 15 SIDE SETDACK (ZONING) x \ ~ ` ~ a w / described in Deed Book 490, Page 326 of said Registry, North 32°43' 18" West, a distance of 204.77 feet to an existing iron rod at the w ~ comer of the J. B. Moser property as described in Deed Book 390, Page 305 of said Registry; thence with Moser's line North
NOTES CORRESPONDING TO SCHI;DULE B - SECTION II EXCEPTIONS ~ ~ x X ^ ~ x / ° ~ 1N3w3sv3 3ovNwaa / x ~ ` ~ 47°58'00" West, a distance of 179.42 feet to an existing iron pipe in the line of the J. C. Carroll property as described in Deed Book
CHICAGO TITLE INSURANCE COMPANY ~ ~ „ o , o3sodoad) ,oo•o:• x~ ~ ~o ~ N 425, Page 756 of said Registry; thence with Carroll's line, and continuing along the line of the C, W. Shumate property as described in \ \ ~ m ~ m Deed Book 286, Page 573 of said R egistry, North 40°02'04" West, a distance of 152.31 feet to an existing iron pipe in the southerly
ORDERNUMBERRAII-0000125 ~,f~r,ctizss " / line of the S. M. Turner property as described in Deed Book 532, Page 444 of said Registry; thence with Turner s southerly line North
EFFECTIVEDATE: APRIl,4 2011• LASTREVISED AP[]II,d2 2011 ~ " _ , C'7 \ _ , r r ~ 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or ~ ~ " ~ N „ a 52°4144" East, passing an existing iron pipe at 48.70 feet, for a total distance of 404.89 feet to an existing iron rod at a comer of the
attaching subsequent to the Effective Date but prior to the date the proposed insured acquires for value of record the estate ~ ~ ~ x "x x "x m~ ~ I ~ ~ j ~ SMV Yanceyville LLC property as described in Deed Book 470, Page 984 of said Registry; thence with the line of the SMV z " Yanceyville LLC property North 53°1131" East, a distance of 107.05 feet to the point and place of BEGINNING; containing 232,032
ar interest or mart a e thereon covered by this Commitment. (Contains no matters to address on the survey.} C. W. SHUMATE N ~ o 99 e iOx x " w ~ ~ ~ N square feet or 5,327 acres, more or less, as shown on a survey by James Mauney & Associates, P.A, dated January 21, 2011, last
DB 286, PG 573 ~ ~ aK a ~ n r MB 11, PG 1223 3 ~ ~ ~x W N Z M ~ revised April 14, 2011, bearing File Number F687, and being all of Tract 1 as shown on the plat of the Earl Watlington, Jr., et al ' 1 ~ Ho~ONO~ `I E-~ ~ N °o property as recorded in Map Book I2, Page 223 of the Caswell County Public Registry
THE FOLLOWING EXCEPTIONS APPLY TO THE FEE SIMPLE TRACT: PIN; 889608880924 ~ "x ~ ~ x "x TAX o ~ „ Wazarn
~ ~ ~ ~ O ~ ~ ~ " ~ PROPOSED STORM DRAINAGE EASEMENT
a a I . Cannot be addressed on surve . ~ O x o 2. Taxes or assessments for the year 2011, and subsequent years, not yet due ar p y be ( y) W M° x N m m Z ~ ~ m "X ° N "x W ~x ~ ~ ~ p" a ~ ~ a 450 Squaze Feet
3. Any right, easement, setback, interest, claim, encroachment, encumbrance, violation, variation, or other adverse ' x x o N ~ 1 Z ~ S. M. Turner Property
o; circumstance affecting the Title disclosed by plat(s) recorded in Map Book 12, Page 223 and Map Book 5, Page 36, Caswell " w ? ~ I o ~ ~ Sherwood Drive (North Carolina Highway 86 North) I ~ ~ ~ Yanceyville, NC
County Registry; matters as shown on ALTA/ACSM Land Title Survey for Wal-Mart Real Estate Business Trust prepared by x "x ~ x / a m \ ~ I ? ~ ~ Being an easement for storm water drainage and related structures located on the S, M. Turner property in the Town of Yanceyville,
James P. Cameron, PLS, doted January 21, 2011, last revised on April 14, 2011.. (Locatable matters shown on Map Book 12, N r ~ J R7 a r r, ~ ~ Caswell County, North Carolina, said Storm Drainage Easement being more particularly described as follows:
Page 223 and Map Boak 5, Page 36 are shown hereon (Right-of-way of N.C. Highway 86 North).) x ' ~ ~ ~ ~ ~ x Q, m m X " W
4. Right(s) of Way to Carolina Power and light Company recorded in Book 216, page 642, Caswell County Registry. (NOTE: W n M yo ~ To arrive at the true point and place of BEGINNING, commence at a new iron rod on the westerly mazgin of the right-of--way of \ Sherwood Drive (North Carolina Highway 86 North -130-foot public right-of--way), said iron being the southeasterly comer of the
The fore sin easement is non-s ecific as to location; the Com an will issue a CLTA 103.1 endorsement with the final title ~ = Wx x 'I' ~ 9 9 P P Y J. C, CARROLL a r '1' ~ I f ~ SMV Yanceyville LLC property as described in Deed Book 470, Page 984 of the Caswell County Public Registry, said iron being
policy.) (Easement is general in nature and cannot be specifically located.) ~ DB 425, PG 756 " N ~ ~ w T~ "x M ~ „ ~ • ~ ~ STORM ~ z ~ v ~ o r`Oi furthermore located South 53°17'51" West, a distance of 150.15 feet from an existing iron rod on the easterly margin of the
MB 13, PG 34 Mx M ~ ~ D~DDN ~ o z ~ e ~ ~ a right-of--way of Sherwood Drive at the northerly comer of Tract 2 as shown on the plat of the Eazl Watlington Jr., et al property as ° v off' N g ~ recorded in Map Book 12, Page 223 of said Registry, and nm from said iron with the line of the SMV Yanceyville LLC property South
r' f wa of North Carolina Hi hwa No. 86 North Sherwood Drive a 86 x~° N " x ~ ~ 3 IN "x ~ v 5. Title to any portion. of the Land lying within the fight o y 9 Y ( TAX PIN: 8996088808 ~ x x x M M BAS " / ~ Y 150 foot Public Right-of-WOy, as shown an ALTA/AGSM Land Title Survey for Wal-Mart Real Estate Business Trust prepared ~ / M ~ ~ x ~ er ~ ~o~ ° ` S3°1151" West, a distance of 107.05 feet to an existing iron rod at the comer of the S. M. Turner property as described in Deed Book ~ ~Q~GQ So I ~ v ~ 532, Page 444 of said Registry; thence with Turner's southerly line South 52°4744" West, a distance of 77.25 feet to a point, the riue
i ~ 2011 Ri ht-of-wa of NC Hi hwa 86 North ~ ~ m \ N by James P. Cameron, PLS, dated January 21, 2011, last revised on April 14, . (g y g y "x " x ~ " m` ~ r 5 a N 5~a v?~ ` ~ ~ N point and place of BEGINNING, and runs thence from said BEGIIQNING point, and continuing with the southerly line of the S. M.
f h site lies within the ri ht-of-wa . " ~ ~ ~ Q~ is shown on survey. No portion o t e g y) ~ N ~ LL o ~'~o Qo`~ o i J N Turner property, South 52°4144" West, a distance of 30.00 feet to a point; thence with a new ]hre through the S. M. Turner property ~ ~~'~c~ e ~ ~ m °a the following Urree (3) courses and distances:l.) North 37° 12'16" West, a distance of 15.00 feet to a point; 2.) North 52°4144" East, a
m m " 0 ~ " ~ ~ ~ ~ ~ a N distance of 30.00 feet to a point; 3.) South 37° 12' 16" East, a distance of 15.00 feet to the point and place of BEGLNNIIVG; containing
back interest claim encroachmen encumbrance violation variation or other adverse ~ " ~ ° 6, Any right, easement, set t, "x a ~ ! °~o~~~e ~'o e 'N m I ~ 450 square feet, more or less, as shown as the "Proposed Storrn Drainage Easement" on a survey by James Mauney & Associates,P.A.
circumstance affecting the title regarding the following matters disclosed by survey entitled "ALTA/AGSM Land title Survey for x " x o n m ~ °s v Wal-Mart Real Estate Business Trust" by James P. Cameron, P.L.S., dated January 21, 2011, last revised on April 14, 2011: o .N ~ „ , °i o~ N r ~ ~ ~ m dated Janu 21 2011 last revised A ril 14 2011 bearin File Number F687. rn tik m ~ I ~x ~ ~ ary e ~ P > > g r X U
w I rid areas ~ ~ ~ x ~ "x ~.~~6 a.) wetland areas; and b.) storm drain pipes and catch basin. (Drainage pipes and catch basin are shown, eta x 6 a ~ i~ ti~9ti~ i I ~
,gym o ~ h° ' ' riot and do not affect the sub'ect ro ert . \ depicted on earlier versions of the survey were deemed non-Junsdictw J p p y) ,'o , . ii 1~ ~ m ~
d' h~ 3 ~ ~ w y~,, I ~ irn ; ~ rr ~ ~ I ~ F x
7. The correctness of the square footage/acreage computation contained in the description of the Land is not insured. _ ~ ~ ~ ~x ~ ~ W
(Acreage calculation is shown on survey.) ~ " J. B. MOSER ~ " W ~ a a V I ~ pN~ W.i n n ~ O ~ a n
DB 390, PG 305 ~ ~ o ~ "x 8. Rights of tenants in possession, if any, as tenant only, under unrecorded leases for a duration of less than three (3) p m ~ ~ I w S a o h~'~ ~x x ~ Nx o
MB 11, PG 90 N 0 ° ~x "x a° ' years. (NOTE: This exception will be deleted upon receipt of a fully executed Tenant Affidavit.) (Leases are not addressed on TAX pIN: 899608883602
survey.) ~ ~ ~ . ~x \ z
a ~ ~ ~ ro m / m \ I ` a O
THE FOLLOWING EXCEPTIONS APPLY TO THE EASEMENT ESATE TRACT: x °
\ ~ m \ m" \ 9. Taxes or assessments for the year 2011, and subsequent years, not yet due or payable. (Cannot be addressed on survey.) ~ m ~ x ~ ,o
x x ~ \ _ ~ "o W " yo y \ ~ \ ~W Q to
10, An discre anc conflict access shorts a in area or bounds lines, encroachment, encumbrance, violation, variation, x s \ N Y P Y~ ~ i 9 rY \ a X W
° ri ht and title to land within roads was railroads watercourses, m d averts setback easement or claim of easement, ri anon y , I p, P 9 z o m \ burial rounds marshes Bred ed or filled areas or land below the mean hi hwater mark or within the bounds of any m x ~ \ N \ Ia'[1 N \ \ 7f X K
9 ~ ~ 9 9 \ ~ ~ o \ \ ad'oinin bo of water, or other adverse circumstance affecting the Title that would be disclosed by a current inspection and ° ~ \ ~ x ~ W J 9 dY x "x ~ ~ W ~
accurate and complete land survey of the Land. (Proposed Storm Drainage Easement is shown,) x \ x \ M O O O~ U I
~ ~ "x m U
11, Terms and conditions of the Stormwater Drainage and Discharge Easement Agreement between Stewart M. Turner and wife, ' 2D11 and recorded in Nx ~ x?,A ~ 5 W Am V. Tumer and Wol-Mart Real Estate Business Trust, a Delaware statutory trust, dated April W
Y ~ ~ ~ x 2 Book , Pa a ,Caswell County Registry. (Proposed Storm Drainage Easement is shown.) x ~ " 0 °~o 9 \ ° O • ' W ..i^---x--=-.=.:.s:~..v~-.arm
S. S. SC x " ~ FOR
12. Ri ht of Wa to Carolina Power & Light Company recorded in Baak 115, Page 388, Caswell County Registry. (Easement is pg 490, PG 526 M "x "x " m ~ \ < M ~<y 9 Y S \ m ~ W W ~ WAL-MART REAL ESTATE BUSINESS TRUST
eneral in nature and cannot be specifically located.) TAX PIN: 899608882731 Mx g x m O n x
1O o m rm ~ O "X x ~ r~i < `(7x` v~ SHERWOOD DRIVE (NC HIGHWAY 86 NORTH)
N ~ ~ m m YANCEYVILLE, CASWELL COUNTY, NC
~ '++x O ~ x f_ W ~ x x ` ,(7`~,~~ ~ t^VV W ~ TAX PIN: 899608894033
x 'z ~ `4' ~ ~~oi.J ~ ~ REFERENCE DEED BOOK 348, PAGE 82 REFERENCE TRACT 1, EARL WATLINGTON JR., ET AL PROPERTY, MAP BOOK 12, PAGE 223
TEXXri" LEGEND o x s Q a~ s ~ ~ C8 -CATCH BASIN ~ ~ ~ ~ ti°
CMP -CORRUGATED METAL PIPE ^ ~ ~~0 a. W
CPP -CORRUGATED PLASTIC PIPE ~ ~ y~ Q CO -CLEAN OUT N \ \ 0 W ~ TOTAL AREA: 232,032 SQ. FT. OR 5.32'7 ACRES T0: WAL-MART REAL ESTATE BUSINESS TRUST AND CHICAGO TITLE INSURANCE COMPANY, THEBt SUCCESSORS AND ASSIGNS,
DB -DEED BOOK 3 ~ x o W "x DI -DROP INLET o ° t0x o ~
DIP -DUCTILE IRON PIPE rn ~ ~ x W ~ THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 W MINIMUM STANDARD DETAII, REQUIREMENT SFOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA
ECM -EXISTING. CONCRETE MONUMENT a \ EIP -EXISTING IRON PIPE N m ~ \ Z \ \ AND NSPS, AND INCLUDES ITEMS I-6.8,11,13, and 16.19 OF TABLE "A" THEREOF. THE FIELD WORK WAS COMPLETED ON JANUARY 20.
EIR -EXISTING IRON ROD z" ~ FES - FV+RED END 5ECT10N N N N \ 2011. DATE OF PLAT OR MAP: JANUARY 21.201].
FH -FIRE HYDRANT ~ \ "x W cxURC~I W THIS IS TO CERTIFY THAT ON THE 21 DAY OF JANUARY, 2011 AN ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE
Gw -cur WIRE ST BAPTIST x \ YANCEYVILLE FIR o \ LP -LIGHT POLE pG 479 N ~ ~ "x I PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES AND II~4PROVEMENTS IF ANY, AREAS SHOWN HEREON. THIS PLAT
- URED DB 133, m \ \ x a (M) MEAS M8 5, PG 36 MB -MAP BOOK \ ~ \ ~ a. MEETS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 (21 NCAC 56) AND THE a. RATIO OF PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OP ONE (1) FOOT PER 15,000 FEET OF PERIMETER SURVEYED NOR 20
NCGS -NORTH CAROLINA GEODETIC SURVEY TAX PIN: 899608883602 \ ZO ~ SECONDS TIl41ES THE SQUARE ROOT OF ER OF ANGLES TURNED.
NIR -NEW IRON ROD ~ ~ 5' S av \ \ PB -PLAT BOOK x \ \ \
PM -POWER METER ~ a^ \ POB -POINT OF BEGINNING x = \ ~ SIGNED: ' S P. CAMERON - PLS N0: L-3665
PP -POWER POLE az- ~ ~ o~v ~ mx \ ~"x , "x
PG -PAGE ~'~,,0 r x (R) -RECORDED ~ ~
_ _ ~ ' (a) AZ•LO£ M ,LIAZ.t9 S v R/W -RIGHT OF WAY o P ~x ~
RCP -REINFORCED CONCRETE PIPE - r SDMH -STORM DRAIN MANHOLE "x ~ '°x ~ N'o
SSMH -SANITARY SEWER MANHOLE M x. RADFORD ° SSV -SANITARY SENDER VALVE ~:-,..s ,....~,~..a.,..,.~~~
DB 65, PG 274 ~ SOFT. -SQUARE FEET ° TAX PIN; 888608884693 W ~ ~ r
WBX -WATER BOX ~ 1 ° o WM -WATER METER 6 1~~i~~ f~el 7 - ,,e...
WV -WATER VALVE ~ o W JANUARY 27, 2011 - TO CORRECT INUERTS ON
~ry ~ o SANITARY SEWER MANHOLE IN SHERWOOD DR. & TO ADD ADDITIONAL SANITARY SEWER
~ ~ N W V ~ , ~ ~ o~ ~ o NOTES: TES: MANHOLE ON SHERWOOD DR. ~
POSSIBLE ENCROACHMENTS: Iwo"~°°' ~oN~-r.~ 1. THIS MAP REPRESEh iIS MAP REPRESENTS A SURVEY OF AN EXISTING PARCEL OF LAND. JANUARY 31, 2011 - TO SHOW APPROXIMATE
OW ARE POSSIBLE O~ p ~ ~ ~ o ~ o m W 2. ALL DISTANCES SHO THE ITEMS LISTED BEL O Q io 2v o 3. AT THE TIME OF TH 1 DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. LOCATION OF ADDITIONAL SEWER MANHOLE ON ~ r THE TIME OF THE SURVEY THERE WAS NO EVIDENCE FOUND OF ANY CEMETERIES OR BURIAL GROUNDS. SHERWOOD DR. AND APPROXIMATE INVERT PER ~
ENCROACHMENTS BASED ON VISUAL OBSERVATION r s o s ~ ~ ° ~ rn~ ~0 4. AT THE TIME OF THI THAT SHOULD BE LEGALLY REVIEWED. ~ N ~ N a W wo r THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF E4RTH MOVING WORK AND OR CONSTRUCTION. PLANS, '
5. AT THE TIME OF THI z RIGHT-OF-WAY LINE f THE TIME OF THIS SURVEY, THE UNDERSIGNED SURVEYOR WAS NOT AWARE OF ANY CHANGES IN STREET FEBRUARY 2, 2011 - TO REFERENCE TITLE ~ ~ GHT-OF-WAY LINES (COMPLETED OR PROPOSED). COMMITMENT AND ADD SCHEDULE B NOTES ~ ~
1. 24" STORM DRAINAGE LINE CROSSING PROPERTY 6. AT THE TIME OF THI f THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR FEBRUARY 24, 2011 - TO SHOW ADDITIONAL UNITARY LANDFILL. TOPOGRAPHICAL SURVEY DATA ON THE ~
FROM SHERWOOD DRIVE SANITARY LANDFILL. ' 7. BEARINGS SHOWN OI ARINGS SHOWN ON THIS SURVEY ARE REFERENCED TO NORTH CAROLINA GRID (SPC 83). SOUTHEASTERLY PORTION OF THE SITE
~ 8. ELEVATIONS SHOWN ELEVATION=620.11'. .EVATIONS SHOWN ON THIS MAP ARE BASED ON NORTH CAROLINA GEODETIC SURVEY MONUMENT "CREDIT", FEBRUARY 25, 2011 - TO REMOVE POSSIBLE .EVATION=620.11'. WETLAND AREAS WHICH WERE DETERMINED TO ~
9. THIS SURVEY IS INTI iIS SURVEY IS INTENDED ONLY FOR THE NAMED PARTY OR PARTIES AS SHOWN HEREON, NO WARRANTIES BE NON-JURISDICTIONAL ~
LINE TYPE LEGEND: 10. U11LITYELOCATINGLSE ZE HEREBY IMPLIED OR GRANTED TO ANY OTHER PARTY FOR ANY PURPOSE. APRIL 14, 2011 - TO REFERENCE REUISED TITLE fILiTY LOCATING SERVICE: NC ONE CALL 1-800-632-4949
80 40 D 40 80 PROPERTY LINE 11. THE SURVEYED PROI PROPERTY LINE (NOT SURVEYED) - - • - - • - - • - - • - THE FOLLOWIP iE SURVEYED PROPERTY IS ZONED: H-B (HIGHWAY BUSINESS) COMMITMENT, SHOW PROPOSED STORM THE FOLLOWING RESTRICTIONS AFFECT THE PROPERTY PER THE YANCEYVILLE TOWN CODE: DRAINAGE EASEMENT, REVISE RECORD
SITE UTILITY C®NTACTS: RIGHT-OF-WAY
POWER: PROGRESS ENERGY RIGHT-OF-WAY (NOT SURVEYED) _ MIN. LOT ARE EASEMENT MIN. LOT WIDI MIN. LOT AREA: NONE BEARINGS & UPDATE LEGAL DESCRIPTIONS. MIN. LOT WIDTH: 100' AT BUILDING LINE
SCALE IN FEET [phone] SL7BACK - - - - - - - - - - - - MAX. BUILDIN( MAX. BUILDING AREA: NONE
1"-40' GAB: PSNCENERGY CABLE N UNE T i T MIN. FRONT S 1-800-450-9159 FIBER OPTIC UNE FO FO FO MIN. SIDE SEl MIN. FRONT SETBACK: 15' MIN. SIDE SETBACK: 15'
TELEPHONE: EMBAR GAS LINE G G G MIN. REAR SE Q POWER UNE E E E MAX. BLDG. H MIN. REAR SETBACK: 20'
1-804-786-6272 POWER UNE (UNDERGROUND) UE UE uE REQUIRED PAI MAX. BLDG. HEIGHT: 40' \1~~t111111111111///// REQUIRED PARKING: 1 SPACE PER 200 SQ. FT. GROSS FLOOR AREA (RETAIL USE) 0~0\~c ~ CA RO r~/i~~
rrremFn. TnurnrnFVeur~vvrrrF SANfFARY SEWER PIPE SS SS SS
[phone] STORM DRAIN PIPE So So SD PLANNING COP PLANNING CONTACT: HAYNES BRIGMAN, YANCEYVILLE TOWN MANAGER [phone] 4~6 0 °O~ESSIQ
~L(mD CERTFFI' CATION TELEPHONE LINE T T T THIS IS TO CERTIFY THAT THE SUBJECTPROPERTY IS NOT SEWER: TOWN OFYANCEYVILLE TELEPHONE LINE (UNDERGROUND) UT UT UT
ZONING COMP LOCATED INASPECL4LFLOOD HAZARDAREA A000RDINGTO [phone] TREES/WOODLINE VERIFIED BY ; ZONING COMPLIANCE AND/OR RESTRICTIONS BASED ON CURRENT OR PLANNED USE MUST BE ° SEAL JAMES MAUNEY & ASSOCIATES, P.A. F~= p$2FSSrOP1AL VERIFIED BY ZONING OFFICIALS. >r L-3665 PROFESSIONAL LAND SURVEYORS LAND
THE CURRENT FLOOD INSURANCE RATE MAP. CABLE TV: COMCAST CABLE WATER LINE W W W COMMUNITY/PANEL: 370641 8996 J 1-888-683-1000 FENCE x z z ° 7 6405 WILKINSON BLVD., SUITE 11, BELMONT, NC 28012 SURVEYORS
EFFECTIVE DATE: SEPTEMBER 28, 2007 TEL: [phone] - FAX: [phone] y°_°,°Svo p~ y 2373
FLOOD ZONE: X CREW DRAWN IREVISED S HALICENSE NO CE JOB FILE s G
'~~mllnm" SS JC 1 =40 01/21/2011 4715 F687

7 8 9
1 2 3 4 5 6
EX-ROW DIN ~ ADI AND D IMAGE ®TES
~ Ex Raw L EX-ROW JTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING LEGEND
EX ROW 1. CONTRACTOR IS REST P'~ EX-RAW UTILITIES SERVING TH CITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
EX-ROW' 3 0 s Kimley-Horn
c 2. THE CONTRACTOR IS CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE Pl N 3 ORTI-I MEASURE:ME:NTS TAKE )WN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, SPOT GRADE ELEVATION and Associates, Inc 4SUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. Nc uceNSE ~-rno2
86 N HWAY C RIG IVE N - OD DR RERW~ THE CONTRACTOR ML s CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION 623 PROPOSED MINOR CONTOUR ~i~ ~ BODUEVARD
~_._-~-~~----~mm-m-~~--~ TO REQUEST EXACT I e ~ INU.= (150' PUBLIC R/W REQUEST EXACT FIELD LOCATION OF U11LtTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO cHaR~oTTE, NORTH CAROIJNA 28203
596.0 ERENCE MB 12, PC 223 RELOCATE ALL EXIST) m 3 REF s _ ~ _ .OCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. (~oa) 333-s~3~ 625- PROPOSED MAJOR CONTOUR FAX: (~04) 333-ueas A
~ ~ ~ w.~ z ~ _ - ~ ~A ~ ~ _ ~ ~ ~ ~~.m.~;~~- _ ~ ~ 3. ALL CUT OR FILL SLi Uc eou . CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED, EXISI1NG MINOR CONTOUR
~ \ _.m ~ . _
~ i~~. C~a~ ~ _ _ ~ ~ ~ 4. PRECAST STRUCTURE ~ a` \ ~ \ :CAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. EXISTING MAJOR CONTOUR ®CARO',eee
- ~0 ~ ~ ~ a STORM PIPE MATERIA 5. )RM PIPE MATERIAL SHALL BE HDPE OR RCP. ` ~ ~
N \ ST w ~O®O~ES 0°°°/
a ~ \ 6. EXISTING PIPES TO B a i ~ ~i ~ BTNG PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS STORM DRAIN : 4~ A ~ ~ °
/ ~ ~ ~ ~ t C900 LINE > n, ~ t PLASTIC _ - WU 7. EXISTING GRADE CON _ _ _ _ _ t PIING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. ~ % ~ e
( ~s ~ / ~ ~ ~ ~ r
~ ~ ~ ~..~.w 8. PROPOSED GRADE C( )POSED GRADE CONTOUR INTERUALS SHOWN AT 1 FOOT INTERVALS. PROPOSED GUIDERAIL L,GS°F~~INE~;~'",~~~,.
~ ~ ~ ~ ~.w~. ~`'~.T~N L . P°`°
w. -602 " ~ 9. IF ANY EXISTING STR _ ~..8~.~ ~ ~ ~ 600 p~~ ` I 1 RESPONSIBILITY TO R 4NY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S ADA SPACE OUTLINE 'eeuea°j0°°
~ NOTE;~TRAN ITI01~°`P©INT.., ROM t" 598 ~ s1 " S~ F~ CONDI114NS OR BETA • ' 18 RCP TO 24 AMP IS N0~ d~ iPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING ~ (SEE GRADING AND DRAINAGE KEY "C") JDI114NS OR BETTER.
-".6G.~i f. 60U ~ '~e o~ ,,,T~ LOCATABLE (POS 18LE ~
10. ALL STORM PIPE ENT ~~j.3 ~ ~ - 5 ~.l JUNCTION BOXY. ~ M . STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS , PERMIT SET
, , WATERTIGHT. D ~ ~ ~ cs r ~ ~ , iER11GHT. PROPOSED ACCESIBLE ROUTE (SEE GRADING AND DRAINAGE KEY "A") PRELIMINARY
~ ' ~ ~ 11. ALL STORM SEWER M _ NOT FOR CONSTRUCTION . STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
A ~ ~ - ~ . _ _ _ . _ BEARING RING AND C 1RING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE GRADING AND DRAINAGE KEY g
~ ~ _ ~ ;l ~________---EX-ROW LABELED "STORM SEV r~ ~ _w ~ ~5 E , ~ Ir 3ELED "STORM SEWER".
~ ~ ~ ~ EX wR O ~ CAT BAST /,y `?v ~ I i ~ ~ - W ~ ~ o ~ 12. THE CONTRACTOR SH PROPOSED ACCESIBLE ROUTE FROM RIGHT-OF-WAY TO STORE FRONT. : CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE O LONGITUDINAL SLOPE SHALL NOT EXCEED 5% AND CROSS-SLOPES TO NOT
EX RO ~ .w - ~ ~ ~ ~ •p ~ 5.84 Sgt ~ ~ ~ ~ os ~ GENERAL N.P.D.E.S. f JERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACITVITIES AND THE EXCEED 2%. (SEE LEGEND FOR BOUNDARY AND HATCH)
~w~98 \ ~ ~ ~ - _ \ ~ ~ ~ CLIENT SPECIAL CONI i .NT SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. O SIDEWALK IS FLUSH WITH PAVEMENT
~ - _._.w. ,i- j ~ ~ ~ ,r' / .~m. THIS APPLIES TO CLII S APPLIES TO CLIENT BUILT PROJECTS ONLY. OUTLINED AREA REPRE~NTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES
~ . ~ L _ _ o~ ` ~ , 13. CONTRACTOR SHALL JIRACTOR SHALL ADJUST ANO/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND O FROM THE UESIIBULE TO THE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1.8~
~ ^ , ~ c~•, ~ i ~ ~ CONTINUOUS GRADE. J1INUOUS GRADE. MAXIMUM GRADE. CONTRACTOR SHALL GRADE THESE AREAS NO STEEPER THAN
~ A III ~i ~ ~ 1 , tl ~ ~ v~ 2.0%).
0. t,,,~ Id \ ~ 1 14. CONTRACTOR SHALL a ~ ~ \ \ I \ ~ s \ JTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. OAT-GRADE DELIVERY DOOR.
~ 5 .p ~ ~ ; A ~ os \ ~ 15. TOPOGRAPHIC INFORti 'OGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS (SEE COVER SHEET). IF O ROOF DOWNSPOUT -SPLASH ON GRADE (REF: ARCH/MEP PLANS).
- \ \ f 596 ti \ e. ~ THE CONTRACTOR DC : CONTRACTOR DOES NOT ACCEPT EXISTING TOPO(2iAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPITON, THEN
4 i j \ ~ ~ THE CONTRACTOR SH : CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR ROOF DOWNSPOUT - TO UNDERGROUND STORM DRAINAGE. 10" HDPE STORM
~ ~ ~ ~ 5 TO THE OWNER FOR w J ~ ~ ~ THE OWNER FOR REVIEW. ®DRAIN AT 1% MINIMUM SLOPE. (REF: TABLES AND ARCH/MEP PLANS).
f~ € . ~t w,m-n ~ r>'[ ~ \ ~ 16. ALL UNSURFACED AR 9 a ' ~IdU:=~ . UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR O SIDEWALK AND CROSSWALK LONGITUDINAL SLOPE SHALL NOT EXCEED 5%
`~8. I ~ „ , ~ SHALL APPLY EROSIC ~ r ~ i ~ ~ 5$4.15. \ ALL APPLY EROSION CONTROL MEASURES TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE AND CROSS-SLOPES TO NOT EXCEED 2% (TYP.) o
~ DISTURBED AREAS IN } - ~ ~ ~ \ OBTAINED. TURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UN11L A HEALTHY STAND OF VEGETATION IS ®RETAINING WALL (SEE DETAIL SHEET) ~ PAINED. >
OI NOT USED. ~ C
~ ~ R ~ ,._f t~ 1 ~ \ 5- .e°~~, ~ ~ cn ~ 17. CONSTRUC110N SHALT JSIRUC110N SHALL COMPLY tM1H ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
INV. I~ w 594.13 ~ ~ ~ t ~ i A ~ \ ~ ~ i ' ~ U; ~ dt1 ° \ ?i4U. CUTS 594,03 ~ . Ki ~ < ~ ' I ~ \
~ I ' W... ~ w_ ~ ~ ~ ~ ~ 18. ALL STRUCTURES SH, ~ ~ _ _ . STRUCTURES SHALL HAUE A SMOOTH UNIFORM POURED MORTAR INVERT IN(S) TO INVERT OUT. O 3' WIDE CONCRETE SWALE. (SEE DETAIL SHEET) Q
_ ~ ~ m~..--- ~ , ~ + ~ ~ . _ _ ~ ~ I ~ ! ~ ~ 19. CONTRACTOR SHALL ( r`' t ^ ® TOP OF TRANSFORMER PAD = 595.00'. o JTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL SITE MAPS AND DETAILS FOR SPECIFIC
~ ~ r\ . , r ~ NOTES REGARDING CI fES REGARDING COVERAGE UNDER 1HE NORTH CAROLINA STATE GENERAL NPDES PERMIT FOR LARGE AND SMALL ©TEMPORARY 15' AREA CONTAINING PUMP AROUND AND SAND BAGS. (S1-IMPACT 2) 0
f j~/ 94 ( _ ~ I / ~ CONSTRUCTION ACTIV 5 - a - w_ I ~ ~ ~ JSTRUCIION ACT1VI11ES. z
~ o..,_. i ~ _ ~ , o I m _ ~ , ~ ~ ~ ~ ` 20. ALL PROPOSED CONT PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT TOP OF PAVEMENT FINISHED GRADES. (UNLESS ®IEMPORARY 20' AREA CONTAINING PUMP AROUND AND RIP RAP APRON. (S1-IMPACT 3)
~ ' OTHERVASE NOTED, w i ~ r ~ t w IERWISE NOTED.) ®81 LF OF PERMANENT STREAM IMPACTS. (S1-IMPACT 1)
I rw ~ f , ~ - . ~ E ~ ~ J ~ f f ~ f
~ ~ ~ r _ ~ ~ 2.5;1 SS ~ - ! .M..- ~ V ~ 21. REFER TO PAVEMENT ~ ~ ~ ~ 3 ~ ~ .~'r _ - f ~ BAS COURSE ELEVA 'ER TO PAVEMENT CROSS-SECTION ON THE DETAIL SHEETS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE ~ COURSE ELEVAITONS TO BE COMPLETED AS PART OF THIS PROJECT. OQ NON JURISDIC110NAL MAN MADE CATCH BASIN.
. W f s ~ E ~ ~m_._-~-- ~ ~ ° = ~ ~ ~ - ~ S1 ~ CR
O ~ SNAKE - ~ ~ ~ r' 59' 1.06;% OUTNfORK RATTLE ~ 1.00% ~ { , _ T~-~ ~ ~,Y S ~ , ~ ~ 22. ALL ELEVATIONS ARE r 1 ~ ~ a 5 ~ ~'f /J~ U.T. TO j~ ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON 11iE SURVEY. THE BENCHMARK SHALL BE ©ONE 10" STORM DRAIN PIPE AT TRUCK N1ELL DRAIN ~ 1.0~ MINIMUM SLOPE
}f ~ f ~ ~ r 3 7 ~ _ ~ / f VERIFIED BY 1HE (~D t ~ s. r ~ 3 ~ ~ ~ ~ h ~ ~ ~I ~ f ~ f ~ ~ ' / 6 IFIED BY IIiE (~NERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF GRADING ACTIVITIES. TO STRUCTURE 8-DI.
~ 0~ F / ~ ~ ~ ~ , JTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO 1RANSIlION BACK TO EXISTING GRADE. DEWATERING NOTE
p~. ~ ~ ~ E ~ ~ - a ~ ST ~ T ~ / A 23. CONTRACTOR SHALL ~ _ I~~ ~
-~-,h~~l° , _ ~ ~ j'~ ~ f t ~ ~ _ .-586 ~ ,r r! ~ \ ~ 24. ALL FILL TO BE COMI ii ~ o , , ~ I ~ r 593, 0 , ~ r°' / ~ ~ SHALL BE USED AS . FILL TO BE COMPACTED PER CONTRACT DOCUMENTS. S&ME'S "FINAL REPORT OF SUBSURFACE EXPLORATION" WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER OR
tLL BE USED AS A GUIDANCE DOCUMENT (NOT TO BE CONSIDERED A CONTRACT DOCUMENT). IF THE BENEATH THE WATER TABLE, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
~ 1 ~ E ~ ~ ~ ; ~ ' ' ~ r f l ~ CONTRACTOR N011CE, I, ! ~ J ~ , ~ I , , ~ ~ L , I ~ ® 59 > g i , - r ~ ' ~ ~ ~ CONTRACTOR SHALL JTRACTOR NOTICES A DISCREPANCY BETWEEN THE S&ME REPORT AND THE PROJECT SPECIFICATIONS, GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. ~ JTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. ROCK NOTE
~ - M _ ~ t ~ \
. ST ST ' / " ~ ~ 1 ~l ~ sT ~ ~ ~ ~ ~ / r~'• f r i 25. CONTRACTOR SHALL 1= ;h TW 89.9 ~ ; > h ~ ~ ~ ~ o - 1, _ ~ ~ ~ zr \ JIRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW THE PRESENCE OF ROCK (AS DEFNED IN THE SITEWORK SPECIFICAl10N)
PA A A W~ ~ ~ ~ ~ ~ _ _ a ~ ~ ~ I ~ B az.5o ~ 12 TICK CLASS B RIP ~ ~ ~ IEMENT AREAS OR SHEET OVERLAND. MINIMUM PAVEMENT GRADES SHALL BE 1%, MAXIMUM PAVEMENT GRADES SHOULD BE ANTICIPATED ON IRIS PROJECT. CONTRACTOR'S BID SHALL ADA AREAS SHALL BE 1.8% MAXIMUM (2iADES IN ALL OTHER PARKING AREAS SHALL BE 3q. MAXIMUM. GRADES INCLUDE CONSIDERAl10N FOR. ADDRESSING 1111S ITEM.
_ ~ ~ i ~ ! ~ ~ IN ADA AREAS SHALT - A ~ , EN ss.oo.m~ ~~w3~V RAP, 35 SPILLWAY AT- 24 RCP. PIPE TO BE 0-RING f ~ B C ~ 3'~ - , r 3 H ~ I ALONG TRUCK ROUTE ~ ~ ~ C 1NG TRUCK ROUTES SHALL BE 5~g MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE 8%. MINIMUM
~ a ~ : ~ E EVAI:ION 592.50 f ~ 1 ~ ~ / WATERTIGHT PAVEMENT GRADES F IEMENT GRADES FOR CONCRETE APRONS OR CURBS SHALL BE 0.5% GROUNDWATER NOTE
~ ~ z
~ ~ ~ ~ 26. THE CONTRACTOR SH m ~ ~ ~ ~ ~ ~ ~ D ~~'I ~ ANTI-SEEP COLLAR SHALL EXTEND A ~ o N ~ ~ 1 r CONSTRUCT THE PRO CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWATERING AND MOISTURE CONDITIONING NECESSARY TO THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS JSIRUCT THE PROJECT AS DETERMINED FROM ACTUAL FIELD CONDITIONS. PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ~ _
I - '~i I ~ ~ ~ M~ r r-~, ~ t~, ~ _ ~ ~ ; , ~ ~ ~ ~ MINIMUM OF 2 BEYOND THE EXTERIOR ADDRESSING THIS ISSUE.
' ~ ~ ~ r 27. GRADES MAY BE ADJ IDES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDIITONS. CONTRACTOR SHALL CONTACT CLIENT AND
al ~ ~ ~ ~ ~ / ~ ~ ' OF THE PIPE OR AT LEAST 1 INTO ! ~ / ®y ® ~ ~,~--590 , f ,t ( CEC FOR NECESSARY ~ 5•~~ 5 UNDISTURBED SOIL WHICHEVER IS f FOR NECESSARY ADJUSTMENTS. STORM STRUCTURE TABLE _ H
~ x_593_X x N / ER TIGHT SEAL AT f i 28. PIPE LENGTHS SHOWP 0 ~ GREATER, WITH WAT e E LENGTHS SHOWN ON THE PLAN EXTEND CENTER-TO-CENTER OF DRAINAGE STRUCTURES; THEREFORE, ALL Rim Invert In 1 Invert In 2 Invert Out 0
/ ~ - e r r , w ~ ` r ~ 592_ _ ~ ~ ~ PIPES LENGTHS AND , DISCHARGE PIPE (TYP.) (SEE SITE ~ - 1 ~ ~ j m _ ~ - / ES LENGTHS AND SLOPES ARE APPROXIMATE. Structure Elevation (ft) (ft) (ft) ..I ~
t ~ ' ~ ~ ~ ~ ~ ~ f ~ ~ if r i ~ C~ ~ ,~.m . ~ ~ - ~ DETAILS 29. UNDERGROUND UTILIT (ft) ao )ERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION Q ~
M ~ ~ ~ ~ M/,. _ _ _590,5_ _ 1 1 1 TO OTHER APPLICABI ~ i 590 ~ ~ / r 0 0 ~ 'S _ \ _f ~ OTHER APPLICABLE CRITERIA: 1-FE 585.00 W Q U Q
95,. ~ ~ ~ ~ C~ O ~.,r_. _ ^ _~w ~ ~ .i ~ a A, NO MORE THAN 50( ~a. 1 ~ 591_ ~ )MORE IRAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. 2-MH 594.56 587.50 587.35 585.44 Q. = z z
. , ~ , ~ - ~ 1 ~ ' 1 t r ~ 587- 1 I t (I / B. EXCAVATED MATERIi STORE N0.3036 00 - \ ~ ~ r f ~CAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3-DI 591.50 588.80 _ ~ ~ E
~ ~ ~ I ^ ~ ~ ~ 1 C. EFFLUENT FROM DE .F. APPROX. I 1~- 585 ~ , t TRAPPING DE>ncE, t 14,869 S ( ~ I ~ 1 ~ ~ t , I ~ ~ 'FLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT Q Q ZAPPING DEVICE, OR 80TH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING 4MH 594.08 587.91 587.71 ~ z ~ U
~ • I ( 1 / r STREAMS OR OFF . (REAMS OR OFF-SITE PROPERTY. 5-MH 592.90 588.22 588.12 Q: v W =
~ ZONED: H-B i ~ ~ ~ x - ( r%` ~ / ~ ~ ~ ~ D. MATERIAL USED FOf ATERIAL USED FOR BACKFILLING TRENCHES SHALL BE COMPACTED PER THE SPECIFlCAl10NS IN ORDER TO 6-DI 591.90 588,40 W > z ~
F.F.E.-595.~~ _ ~ I ,r' , ~ r ° I~>l ? MINIMIZE EROSION A { ,,r ~ I ~ ~ E. APPLICABLE SAFETti NIMIZE EROSION AND PROMOTE STABIUZAlION. ~ ~ Q U 'PLICABLE SAFETY REGULATIONS SHAII BE FOLLOWED. 9-CO 594.33 588.00 588.00 ~ o ~ z
i ~ ff ~ 1 I= i v i.__wM___ ,.f ~f`J 10-CO 594.85 589.00 ® p
: . ~ , ~ ~ / 1 ~ i' l ~ 29. REFER TO ARCN PLAT ~ , 'ER TO ARCH PLANS FOR ROOF DRAINAGE DOWN SPOUT LOCATIONS. 11-EDP 595.50 U ~
I ~ ~ ~ ~ 1 f ~ _ / t ,r ~ / " r . ~ _ ~ j ~ t ~1 j 30. THIS PLAN DETAILS f 3 PLAN DETAILS PIPES UP TO 5 FT FROM THE BUILDING FACE. REFER TO ARCHITECTURAL DRAWINGS FOR 12-EDP 596.05 ~ w
` ~ o ~ u~ ~ ~ I ~ / ~ ~ ~ ~ ~ i ~ o- ~ I , ? ~ ~ , BUILDING CONNECTIOP LDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY. 12-HW 593.00. 581.00 o ~
a 6 ~ ~ 1 587 r 0 / ~_M~. M 8a ~ ~ 1 ,
z Ir~~ ~ ^ - t ~ ~ 31. COORDINATE ALL GR~ a , ~ ~ e ® _ ~ ~ _ _ .590-~~ / ~ f?~; )RDINATE ALL GRADING AND DRAINAGE WORK WITHIN THE NCDOT RIGHT-OF-WAY IM1H THE NCDOT INSPECTOR. 13-MH 596.20 587.54 .582.00 a
. ~ t d ~ J j. ~ i a ~ ~ ~,,,,r? ^,.M i ~E ~/lf ~ / ~ ~ o~ j ~ N f ~ zJ ~ ~ s ~ ~ t ~ ~ ~ ~ i o~ ~ _ 1 ~ i 32. THE WET DETENTION r 14-HW 587.68 WET DETENTION BASIN WILL BE USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION. 111E 15-FE 584.10
z ~ ~ ° ~ 591.5 ~ ~ 591.5- - ? ~-E'` ~ / ~ BASIN IS TO BE CLEI >IN IS TO BE CLEANED OUT PRIOR TO USE AS A WET DETENITON BASIN.
A ~ ~ F F ~ s9z ~ ~ 1 ~ 1, a ~ ~ k 593 o 16-CS 593.00 585.E
w~ ~ ^ , r- t }RM DRAINAGE ABBREVIATION LIST 17-EX 595.84 593.17
a ~ , , ~ ~ , ~ . ~ , , ~ ~ STORM DRAIP ~ ~ I ' ,i - ~ _ / ~ / / CB =CATCH BASING CATCH BASING (SEE DETAIL SHEET) 18-MH 599.66 596.99
~ i - ~ ~ ~ 594, /5 I _ r 1 i ( ° _ ~ , , ~',Q e ~ ~ s ~ DI DROP INLET (SEE DROP INLET (SEE DETAIL SHEET) J
D P ~ o r ~ I~ ~1" ~ ~ , ~ "MH" =JUNCTION BOX JUNC110N BOX (SEE DETAIL SHEET) STORM PIPE TABLE F
3 ~ f ~i ~ ~ ~ ~ 8 E ~ ; ~ ~ ~ "FE" =FLARED END SEC ~ _ 0.35 __-_~_..~....~.w._~.._._ I i ~ ~ " ~ DS =DOWNSPOUT REI FLARED END SECTION (SEE DETAIL SHEET)
N , 594.921 R _ ' ~ , _ ~ (I ( r-.. - ° { ~ " " _ DOWNSPOUT (REFER TO ARCH/MEP PLANS FOR BOOT DETAIL) US DS US Invert DS Invert Diameter Length Slope
N o - _ - . ~ -m . - , ~ id i~ _ ,r' f r' CO -STORM SEWER C r` ~ ' ~ ~ A ~ ~ . ~ ~ _ I , "CS" POND/WETLAND STORM SEWER CLEANOUT (SEE DETAIL SHEET) Elevation Elevation Material
.r `k ~ ~ . . ~ - r _ ~ ~ ~ 3 DDI DOUBLE S1RUI POND/WETLAND CONTROL STRUCTURE (VNTH ORIFICES) (SEE DETAIL SHEET) Node Node (ft) (ft) (in) (ft) {ft/ft) z "DOUBLE" STRUCTURE (SEE DETAIL SHEET) 2-MH 1-FE 585.44 585.00 24,00 Concrete 42.40 0.01
~w_ - w~ ws _ ~ r _ w.~ 3 " SIPH NI SIPHONIC MANHOLE IMTH VENTED UD (SEE DETAIL SHEET)
t ~ RD =ROOF DRAIN ~ ~ k , ~ M ROOF DRAIN 3-DI 2-MH 588.80 587.50 18.00 Concrete 120.30 0.01
, , . .M~- _ . ~ww _ - - w_-- TRUCK WELL DRAIN 4-MH 2-MH 587.71 585.64 18.00 Concrete 118.10 0.02
~ ~ g~_~ 595- _ a-~- _ _ _ a ~ - ° - ~ ~ / r"" ~ ~ RCP -REINFORCED CL ~ = REINFORCED CONCRETE PIPE 5-MH 4-MH 588.12 587.91 18.00 Concrete 43.40 0.01
~ ~ Op 598 ~-.w ~ - ~ w ~ ~ ~."I OTCB OPEN THROAT C~ _ _ OPEN THROAT CATCH BASIN PER NCDOT STD 840.05 6-DI 5-MH 588.40 588.22 18.00 Concrete 35.80 0.01
ti ~ r ~ ~ _ - ~ -EXISTING STRI ' =EXISTING STRUCTURE = END OF PIPE 9-CO 2-MH 588.00 587.35 18.00 HDPE 65.40 0.01
y ~ - _ _ ~ _ u. ~ 0 END OF PIPE w .A~ w m
6 ~ _ mM .w ~ r^ _ ~ y\ CK NOTE 10-CO 9-CO 589.00 588.00 18.00 HDPE 92.80 0.01 F 12-EDP 11-EDP 596.05 595.50 18.00 Concrete 105.00 0.01
_ T..w ~ ~ ^ - - ~ THE PRESENCE OF ROCK RESENCE OF ROCK (AS DEFINED IN THE SITEWORK 13-MH 12-HW 582.00 581.00 48.00 Concrete 196.30 0.01 DESIGNED BY: JCW
wl..~ . ~ ~ - _ _ ,,w.~-. ~ ~ _..:~K SPECIFICA110N) SHOULD 'ICAlION) SHOULD BE ANTICIPATED ON THIS 14-HW 13-MH 587.68 587.54 48.00 Existing 14.60 0.01 DRAWN BY: JCW
. r ~ , ~tir.w _...-A^^~~. - -~1~-___ ^ ~ ~ :.a ~ ~ f PROJECT. CONTRACTOR ~ - s ~ ~ \ rnnicinGaer~nni cnR eni CT. CONTRACTOR'S BID SHALL INCLUDE
uaer~nni cnQ ennRGCCitir Tuic i~?~ 16-CS 15-FE 585.00 584.10 24.00 Concrete 170.90 0.01 CHECKED BY: JMH
'^ww „+..r ,N.?'_ VVI\HIYLI\/l IIVI\ 1 VI\ /1V1 18-MH 17-EX 596.99 593.17 8.00 Concrete 62.10 0.06 DATE: 02-16-11
- 618" 10, OUNDWATER NOTE GRAPHIC SCALE
- GROUNDWAl
N THE PRESENCE OF GROI w T k RESENCE OF GROUNDWATER SHOULD BE PROJECTf. 015476140
ANXIPATED ON THIS PI w PATED ON THIS PROJECT. CONTRACTOR'S BID so 0 15 ao so INCLUDE CONSIDERATION FOR ADDRESSING THIS it
a SHALL INCLUDE CONSIDE _ ISSUE.
( IN FEET)
Y 1 JUK inch = 30 ft.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HOR BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

1 2 3 4 5 6
7 8 9
P®ND STAGE TABLE
o `~Ww 12 THICK CLASS ~ ~ / i ~ ~ ~ n
~ ~ 24 RCP. PIPE TO BE 0-RING WET DETENTION BASIN Total Pond Foreba On Main Pond
B RIP RAP 35 ~ ~ BOTTOM OF Incremental Accumulated Incremental Accumulated Incremental Accumulated Kiley-Horn Stage Area Area Area and Associates Inc Information on Stage Elevation S uare Feet Volume Volume Volume Volume Volume Volume
~ WATERTIGHT o ~ SPILLWAY AT ~ , (q ! Cubic Feet Cubic Feet (Square Feet) Cubic Feet Cubic Feet (Square Feetj Cubic Feet Cubic Feet Nc uCENSE ~-0102 ~
2000 SOUiH BOULEVARD Bottom of Pond 584 1,104 1,104 SUITE 440
E EVATIQN 592.50 ANTI-SEEP COLLAR SHALE EXTEND A CHARLOTTE, NORTH CAROLBdA 28203 To of Sedi ment Stora a 585 1,539 - 0 1,539 - 0 PHONE (7oa) 333-5131
E , ~ - ~n ~ ~ o ~ MINIMUM OF 2 BEYOND THE EXTERIOR Bottom of Foreba 586 2,321 1,930 1,930 286 2,035 1,787 1,787. FAX: [phone] A
© ~ 587 3,125 2,723 4,653 536 - O 2,589 2,312 4,099
\ .,._.-590 ~ OF THE PIPE OR AT EEAST 1 INTO 588 4,042 3,584 8,237 843 690 690 3,199 2 894 6,993
5~ - ~ e. FOREBAY f -M,;ti ~ N _ ~ UNDISTURBED SOIL WHICNEVER IS 589 5,071 4,557 12,793 1,206 1,025 1,714 3,865 3,532 10,525 ,~~?e~~o~i'~~
o ~ . ~ 1 590 6,214 5,643 18,436 1,626 1,416 3,130 4,588 4,227 19,752 ~ ~ ~ARQ~~`,
N GREATER WITH WATER TIGHT SEAE AT GRAPHIC scAZE s~ ~ ~ - r Bottom of Shelf 590.5 6,827 3,260 21,696 1,857 871 4,001 4,970 2,390 17,1.41 0 FES
n. - - - 59i? _ r zo a to zo ao _ . ~ - DISCHARGE PIPE TYP. SEE SITE ~ ~ ~o ~ ~ \ f Permanent Pool 591 8,451 3,820 25,515 2,103 990 4,991 6,348 2,830 19,971 - Z' QQO ~ To of Shelf 591.5 11,780 5,058 30,573 7,889' _ _ ~ S L '
Tem orar Pool 592 12,852 6,].58 36,731 ~ ~ ~ ~ 6 s -
~~m ~ E AI LS 0 * To of Bank 593 14,163 13 507 50,238 ; G ''~NGI NEB:
~ , 590.5 - I 1N F~>;ET / 590 ~ ~ ~ ( ) { Top of Shelf area of Main Pond stated for Landsca_pl ~ Requirements +esT° °P~,e: e
~ / ~ ~ ~ ~ 1 inch - 20 ft. e,®I+N~ L ea1~,,!
3.1 SLOPE
~ / ~ ON BANKS / ~ ! ~ I 585 I 1 I" 584 I
f t .PERMIT SET
W I - ~ ~ ~ PRELIMINARY 3'-a° STEEL GRATE USF NOT FOR CONSTRUCTION
r ~ I , p6615 OR
-Iml _ _ ~ _ ~ ~ ~ t ~ 1 +M ~ + I ~ 1+5.00 2+ .00 APPROVED EQUAL B GRATE ELEVATION 5922
Nom,....- - - 1 - ~ ~ CONTROL STRUCTURE
/ ~ 1 ~ 4' X 4' PRECAST SOLID WALL DRAINAGE I I STRUCTURE W/ GRATE
I .PERMANENT POOL
~ i ELEVATION
~
s -o- . I ~ I ~ ~ I ~ r, \ ~ t / ~ ~ / t l I w~ ~ 1EMPORARY POOL ELEVA110N I
~ } 1 ! i s I
_ _ r ~ ~ f l' 1 - - ~ 588 / , ~ i I I 1.9° aAMETER ORIFlCE
~ i ~ / ~ ~ ~ ~ ~ / PERMANENT POOL ELEVATION
v- O - ~~4 \ - ~ - ~ / ~ / INV. ELEV. = 591.0
~ / i ~ / , 9~ ~ ~ / ~ 591 ,f ~ ~ ~ o' ~ f POURED INVERT TO PREVI]VT STANDING WATER
r 591.5 - - ~ /
r~ \ s9~ ~ ~ ~ s " ~ SLOPES SHOWN ~ ~ ~ WET DETENTION BASIN INFORMATION
INLET INTO w „ 595 ~ ~ TOP OF BANK = 593.00 12 C. Z 12" C.I. HANDWHEEL ~
x ~ ~ ARE MAXIMUM ~ ~1~-~~ 0 SPILLWAY ELEV. = 592.50 POND o PADLOCK N 6" POND DRAIN PIPE 1
t ALLOWED SLOPES. ~ SPILLWAY WIDTH = 35 INV.=584.0 ~ C
4 ~ ~ ~ ~ ~ - PERMANENT POOL r TOP OF SHELF - 591.50 RISER EL= 592.25 OUTFACE PIPE 24' RCP
/ ; ~ t . ~ ~ ~ PERM POOL = 591.00 EL NATION ~ ; ~ ~ ~ - INV: 584.0
E f ~ ~ TEMP POOL - 592.00 ADJUSTABLE S 3.1 SLOPE ~ ~ ~ ~ ~ BOTTOM OF SHELF = 590.50 (sEE DETAiL Tf ADJUSTABLE STEM GUID u1 (SEE DETAIL THIS SHEET s.5'(T>~ x s.5'(L) x s.a' (H) I I- CONCREIE AN7IFLOATAnON ~I / Q
- BOTTOM OF ~ r ' ~ ON BANKS ~ ~ ~ - NR EXTENSION STEM g (SEE CALCULA710NSHEEn ~
~ m ,,J'" ,,f~ 1-YR HWL - 592.26 NR EXTENSIO ~ POND M~° ' ~f'' SHWT ELEVATION = 591.50 (SEE DETAIL (SEE DETAIL THIS SHEET) WALL 6' CONCRETE RISER _ . _ _ wsER BoTroM '
' 0 Z
II II ` CONCRETE ANTI-FLOATATION BLOCK
N I P 8" D.I. WALL PIPE
s° 8" PLUG VALVE FLxPLAIN END) ~ s'-s° yl ~INV = 584.0) ORIFICE ELEVATION t
8" DIP (FLxPLAII 600 600 8" DIP (FLxPLAIN END) 1siN ~8° STORM DRAIN PER PLANS WET POND CONT®L STRUCTURE
1/2°x1/2" WWM 1/2°x1/2" WWM WRAPPED
OVER OPENING APPROXIMATE OVER OPENING DETA9L
EMERGENCY DRAIN N.T.S.
EXISTING NOT TO SCALE
GRA E D 598
598 o ROD COUPLING WHEN RERUIRED
BOLT/NUT ASSEMBLY D
i~ 1 1/2° DIA. EXTENSION ROD ~ ~,i~
„ 12 THICK CLASS:: B i BOLT/NUT ASSEMBLY i
l 2" 2" FEMALE SOCKET COUPLING C.I. ASTM 126 C30
RIPTRAP 596 596
s
1 YR HWL = 592.26 SNELF SLOPE 10:1 , - - - »Ar H
Z
~ NCC ~ NON-RISING EXTENSION STEM ASSEMBLY
594 594 2" SQUARE SOCKET COUPLING NOT TO SCALE
-
s , E-
P _ SHELF SL0 E 10.1 0
APPROXIMATE Z
592 592 ~ PROPOSED Sizin ofAnl J ro Slang of Antiflotation Block ~ ~
I _ _TM.._ Maximum Depth of N
DE GRA RlserSlze (In) 48 (Square) ~?s• ~ ~ ~ ~ z ~ _
RiserArea (sf) 16 00 I(Check nsergeometry vs area equation) RcP ~ ~ ~ p
nun De th of Water Dis laced = 9.00 VARIES Q = ~ Q E
' 59® Volume ofwate 590 1 p p 144.0:~~._ ~ s1zE olume of Water Displaced (cf) ~s ~ Z ~ U , ~-w z
weight of water W U I- JVelghtofWaterDlsplaced(Ib)= 8,986 (62ri41bs/cf) ~ W > z ~ .We~.
S'WHT ELEVATION = 591.50 a - Min. Require Weig to Ar ~~I _ _ TEMPORARY POOL _ ed Weight of Anchor Block. (Ib) = 9,8$4 (1.1 factor of safety) , ~ ~ o ~ z
1 , - , Anchor Size: ~ ~ p .u e . 0
a Width (If) 6 b ~ U 0 Length (If) 6 5 . ~.m ~ ~
3 m. ~ ~ ~ ~ _ a ~ . a _ 588 588:
z _p.. . O _ D: _ _ o ~ ~ ' . ~ Height (If) = 3.00 ~ _ ~ w ~ z
~ ~ POOL I ~ ~ PERMANENT POOL weight w PERMANENT _ Weight of Anchor(Ib)_11,103,O.K.>MinimumRequiredWeight ~
N ' ~ ~ 2.s° o_
y 'J j v
~ ~ Q 586 586 _ I o _
Z _ _ ~ _ _ o m ' STAINLESS STEEL PLATE Z
a ' RISER WALL A
f ~ ' STAINLESS S a I ' ORIFICE PLAT ~o n STAINLESS STEEL 1.9" CUT ORIFICE 24, CONNECT STEEL PLATE ALL BARS SHALL a ORIFICE PLATE o WITH ORIFICE CUT TO BE #4 WITH MIN V
a CONTRACTOR SHALL UTILIZE EMERGENc EMERGENCY DRAIN o o A RISER WALL e° COVER ' I I
o A 'a• SPACED AT 12° #4 REBAR, ° ° ° POLYPROPYLENE o o PERMANENT POOL D.C. EACH WAY TYP,
NATIVE MATERIAL FOR 584: POLYP PLAST 3 _ F PLASTIC ' • ELEV.= 591.00
A BACKFILL _ sTEPs t PLACE STEPS B PLACE AS ~
a e 6 NEEDE j ~ ' A NEEDED
BOTTOM OF POND PLAN VIEW ~N VIEW
ELEVATION 584.00 SECTION A-A ~ is ALL COLLARS SHALL BE 3000 PSI
582 582: _ _ CONCRETE AT 28 DAYS,
d } • 2, ALL ANTI-SEEP COLLARS AND THEIR
o BOTTOM OF FOREBAY 3" DIA. PVC PVC ~ RISER WA CONNECTIONS TD THE CONDUIT
ELEVATION = 586.00 9o DEGREE s 3 PVC ELBOW FREE POLYPROPYLENE z' MIN SHOULD BE WATERTIGHT AND MADE Z PROVIDE WATERTIGHT ,.a FROM OF MATERIAL COMPATIBLE WITH THE .BOW . , PLASTIC STEPS JOINT CONDUIT,
u SEAL AT JOINT WITH PLACE AS JD HYDRAULIC CEMENT NEEDED BOTH 3, ANTI-SEEP COLLARS SHGULD HE ~ LJ~
' 58O PERM. POND y .580 i ELEV. 591.00 i 1.00 STAINLESS STEEL ORIFlCE ° + INSIDE AND PLACED A MINIMUM OF 2 FEET FROM ~
PLATE TO CONNECT TO ~ OUTSIDE OF SECTION A-A PIPE JOINTS UNLESS FLANGED RISER WALL WRTH STAINLESS JOINTS ARE USED,
~ (p d' d' O Ln O d' 9" MIN. c0 CO CO d' ~ In l,n ~ I.>7 O ~ CO d' ~ MIN, STEEL NUTS AND BOLT RISER ANTI-SEEP COLLAR DESIGNED BY: JCW
ti ~ ~ 00~ ~ NN O O i.f) to ANCHORS WITH STAINLESS a. STRUCTURE STEEL NUTS AND ANCHOR o ' . - - DRAWN BY: JCW
T~ rn 0 m~ rn~ rn rn rn~ rn~ rn~ rn rn rn~ rn rn CHECKED BY: JMH
VI VI v' lu) V/ w I If) v v v v • v Lc) Ln Lc) In Ln Lc) Lo if) If) L In In Ln in Ln In In Lo In
1 DATE: 02-16-11 L CUT CONCRETE AND
10 n INSERT PVC TURNDOWN SECTION B-B f. 015476140
N 0 ROCK NOTE GROUNDWATER NOTE PROJECT
0+00 1+00 2+00 2+50 > WATER QUALITY f :QUALITY ORIFICE DETAIL RISER
q NOT TO SCALE POND SECTION PROFILE "All 1 SCALE THE PRESENCE OF ROCK (AS DEFINED IN THE SITEWORK THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON SPECIFICATION) SHOULD BE ANTICIPATED ON THIS PROJECT. THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE
~ HORIZONTAL SCALE: 1" = 20' CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR CONSIDERATION FOR ADDRESSING THIS ISSUE.
VERTICAL SCALE: 1' = 2' ADDRESSING THIS ITEM. U-1 4
THIS DOCUMENT TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-H01 BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

7 8 g
1 2 3 4 5 6
~ ~ f LANDSCAPE NOTES:
S ,,J ..r"` ~ ~ c ~ r ~ r ~ ~ 1. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. ' `~m1e~I-Horn
~ and Associates, Inc J ~ 2. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE NC LICENSE ~-OIO2
~ PLANTUST. ~ ~1H BWLEVARD
' r~ 1 , ~ , ~ 3. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER PHO~ (7~~ ~ St~GUNa aazo3
' ~ INSTALLATION. FAX: [phone] A
rv- BOTTOM OF FOREBAY r ; ~ 0 I j ~ / 4. PRIOR TO CONSTRUC110N, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES c
AT 586 ~ j ~ f AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING
° - ~ ~ ~ r 1 ~ ~ N , I I ~ BURIED U1ILITY LINES MOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE ®®+e+~++++
- n~ ~ '7 ~ CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE at°t ~ , / LOCATIONS OF U11UTY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL U11UTY UNES DURING ®®r'~t~4~~~~,~~,0(~°`®sr~
a - _ _ ~ . 1 1HE CONSTRUCTION PERIL 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
s. ~ ~ a ~ Q P- ~ ~ r~ ~ APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION, w~ ;
5. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALl QUANTITIES SHOWN ON THESE PLANS BEFORE ~ r tl
~ - ~ - PER ~ PRICING 1HE WORK. ~ 3 ~ PERMANENT POOL g o',~~,
r'$ - ~ ~ / ~ ~ 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROlEC110N BETWEEN. DELIVERY AND ~"v+°+~«,O r'?®
b ~ ~ ESE ~°M ~ _ .r ~ E~EVATI ON AT 591 p' PLANTING PER SPECIFICAl10NS TO MAINTAIN HEALTHY PLANT CONDI110NS. ~~?i, ITT 1~I1~G e
- ~ f et+®i++ot++tt®t~ 7. THE CONTRACTOR SHALL BE RESPONSBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED T0: WATERING,
- ~ _ , 3:1 3:1 SLOPE O N BANKS / ~ SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF 11ME
~ FOREBAY l ~ SHOWN IN THE SPEC. p
~ j ~ / j ''J ~ 8. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL PERIUIIT SET
I r" 1
t J/ ~1 i COMPLE110N) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF 1HE SAME PRELIMINARY "r'' f` SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT UST SPECIFICATIONS. NOT FOR CONSTRUCTION
f I 9. 1HE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF 2 YEARS. 1HE 8
0 x x' x~ `X x x x x ~ x x x x x x f ' ~f CONTRACTOR SHALL PROMPTLY MAKE ALl REPLACEMENTS DURING THE NORMAL PLANTING SEASON. AT THE END Of THE FIRST YEAR AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL PLANTS
~ x A X ~ x x ~ x x x X r"r ~r x x x .~--.x
x x ~ ~ x' x xxx x x x x X t ~ i ~ 3 , ~ ~ / ~ x x f J ~ THAT DO NOT SURVIVE MUST BE REPLACED. ESTABLISHMENT PROCEDURES, SUCH AS CONTROL OF INVASIVE WEEDS, ANIMAL AND VANDAL DAMAGE, MULCHING, RE-STAKING, WATERING, AND MESH OR TUBE PROTECTION REPLACEMENT, SHALL BE IMPLEMENTED TO THE EXTENT NEEDED TO ENSURE PLANT SURVIVAL STAKING MUST BE
~ x x x x ~ x x x x • ®r° i x x x x x x S x x x x / x~ .r j 1 O 1 REMOVED AFTER ESTABLISHMENT (APPROXIMATELY 12 MONTHS), TO PREVENT GIRDLING (STRANGLING) OF ALL
~x x x x x x x x x x x • • x X ~ x LY X WOODY PLANTS.
x x x x x X y` x ~ X x x x 10. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK° REPRESENT GUIDELINE SPECIFICATIONS
~x X x ~ x X x x X ~ ® r' ! r` ~,f-` ONLY AND SHALL CONSTITil1E MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
x x~ x x x x X y` x X `Y` " X ,f / ` ~ 11. REFER TO SPECIFICAl10NS FOR INFORMAl10N NEEDED FOR IMPLEMENTATION OF PLANTING PLANS.
x x~ x x x x x x x x x x x x"~- ~ °'''f al
12. ALL PLANT MATERIAL QUAN1111ES SHOWN ARE APPROXIMATE. CONTRACTOR MALL BE RESPONSIBLE FOR ~ COMPLETE COVERAGE OF ALI. PLANTING AREAS AT SPACING SHOWN.
x x x x x X x X ~ r
t X X x x x x x - x ~ x ~ 13. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH EROSION CONTROL PLAN, AS NEEDED, TO MAXIMIZE 1HE ~,e"'~ ~ ~ ~ EFFECIIUENESS OF THE EROSION CONTROL PLAN FOR THIS S1E.
~ x / ~ ~ x ~ ~ x x ~ 14. 1HE CONTRACTOR IS ENCOURA(~D TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES "f 5 FOR SOIL STABIUZAl10N AS AREAS ARE COMPLETED AFTER GRADING. Z
x ~ ~ xxx -~""P 0
Ix ~ \ x ~ x ~ x r TM' x ~ ~ ~ r ~ 15. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABIUZA110N REQUIRED AS PART OF EROSION CONTROL PLAN. ~
x ~ x x~ ~ ~ ~ ~ - o i6. ALL PLANT MATERIAL WILL BE PURCHASED FROM A SIMILAR PROVENANCE OR LOCAL SOURCE IN RELA110NSHIP ~ C
x ~ x ~ ~ x x ~ ~ x x < - TO THIS SITE.
~ ~ ~ ~ ~ I 11. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4° OF TOPSOIL F
~ x ~ ~ ~ -
~v i ~ ~ 4 ~ ~ ~ ~ x
i C ~ j 18. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFlED. O
x i ~g ~ ~ ~r AQUATIC BENCH PLANTING NOTES: ~ Z
~ r ° ~
~ ~ x I t I t ~ x rr° ~ i. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPEC110NS, MAINTENANCE, AND EQUIPMENT.
~ ~ ~ r t r x x x ~ ~ f 2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES
~ 1 x x x~ ~ ~ j AND TYPES OF WORK PERFORMED AS WEU. AS WHO PERFORMED THE WORK.
~ ~ _ x x S > 3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS. ;
1 .r x t.~........._.__.......-_ x } 4. AT MATURITY, 509 OF THE INSTALIA110N MUST Si1LL BE GROWING AND HEALTHY.

x I ;x x ' ~ / ~ 5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATION AND THEN FERTILIZED / ~ PERIODICALLY 1HEREAFTER.
x ~ ; `l P ~ j s ~ ~ ~ t t x
j 5 1 1 ~ 4~ X X~ X x~ X ~ 6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN CROPS.
x ~ ~ { ~ ~ 4 ~x D
x x, x / x x~ ;J r 'I r x x 7. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF ? HERBACEOUS giASSES AERATE-COMPETING THE YOUNG WOODY VEGETATION GROWTH.
N,a x x~ ~ x x f \ / , x t` L ~ GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES OF 1HE SOIL BIOENGINEERING
x x x / x x"~ x ELEMENT. THE NEED FOR WEEDING MAY BE LARGELY ELIMINATED BY MINIMIZING 1HE AMOUNT ~ SEED USED FOR TEMPORARY EROSON CONTROL.
x ~ / 1 x ~ x ~ \ X / x ~
x ~ ~ ~ x 1 { x ~ / X Z ~ x Y x x X~ 1 f i 8. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6: HARD SOILS MAY REQUIRE DISKING.
~ x`t ~ ~ l x X ~ I r r X ~ x~..... x X ~ ~ E ' i 9. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY z
r~ ~ ~ X~ x~ x x x x X ~ r"? `T' x x x ~ x x X / COMPACTED TO A MINIMUM THICKNESS OF 6° w
x ~ X x x x x x X x x x x x J / _ 10. THE OPTIMAL PERIL FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO ~
7t ~ x x X x ~ x X x ~ X ° ~ ~ ~ ~ x~ X X x x ,sue THAT 1HE WETLAND PLANTS N1U. HAVE A FULI. GROWING SEASON TO BUILD THE ROOT -
_w..,.,._ w.,_..., ..m,m - _ ~ ~ x x x ~ x x x x X f' y{ X x X X X x X x x x x x ~ ~ j W,N 5 ,r' RESERVES NEEDED TO SURVIVE 1HE WINTER.
x x x x x x x x x X x X X ~ x ® x F 11. POST-NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN =
~ ~ 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 yr, x x DELIVERY OF THE PLANTS AND 1HEIR INS11LlAliINd BECAUSE THEY ARE PRONE TO ~ DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED Z
~n ~ x X x x X x ~x x x x ~ x x x F x~ r~
x x x x x x ~ x x X x o x. x x~ x x X x x x x x x ~ ~ 1, J J ~
x x ~ xXx ~ xX x x~ ~ x ~ x r' x x X e< ~Y X ~
x x x ~ X x x x I x x x X x x x x x x x. x x x ~ ® W ® ~ = Z J
x x x x x x x ~ x x x~ x x x x X r - x X x x " x x x x x x x ~ I
/ BOT w t / BOTTOM OF Q E U
~ ~ , P ON POND AT 584' - ~ z ~
~ ~ ; w ; z ~ f~ ``f ~ o ~ z
INLET INTO POND / ~ ,r / E i .
@EST FACE OF SHRU@/ ' ,,,,r` GROUNDWVER TO FAgE 1. TDP OF SHRUB ROOTBALLS TO BE ® p PLANTED t° - 2° HRH WITH SOIL
1 ~ ~ J _L ~ E 7 ~ rs T--~" FRONT OF PLANTING BEl>. + + MOUNDING UP TO THE TOP OF ~ ~ t RODIBALL
J ~ ,r^` `k,r' ~ s ~ [ J ~'"'"W SCHmLLE FOR 5PAgNG + 2. WHEN USED IN MASSES- PRUNE ALL U W
t f~ ~ f I M~/H TO TgiIEVE A UNIFOitM ~
~ ? I i ( ~ t ~ PLAN o N
3:1 SLOPE ON f r 3. 4' MINIMUM OF HARDWOOD BARK d MULCH COMPACTED OR AS SPEGIFlED.
~ ~ r BANKS ~ ~ a 1 2 3 4 5 4. E%CAVAIE ENURE BED SPECIFlED FOR
a / z ~ ~ ~ Jt f i T GRIXINDCOVER BED.
Q PERMANENT POOL ~ ~ ~ ' o -r ~ 1 ~ i f ~ 5. 4' MINIMUM OF TOPSOIL TO BRING 10 Z ,r"" FlNI~IED GRADE (SEE GRADING PLAN).
4' ~ ~ ~ f f i o ELEVATION AT 591 ~ E ~ ' ~ 6. PREPARED PLANTING SOIL AS J
r r t COVERS AND~SRUBS USED NND
_ ~ ~ ~ ~ MASSES ENURE BED TO BE AMENDED " ' 1= ~ a.:a I ' WI1H PLANTING 501E MI% AS SPECIFlED.
~ ~ ~ t J ~ ~ e" ~ ( I I I = ~ I 7. scARPY ROOTBAII SIDES AND ~ F
3 j i t ~ ~ ~ - BOTTOM.
~ 12° Z
~ ^ « ' TIC.
,.r µ,,w ~ ...---f , a I r J
~ ( t ~ f m ~ ~ ~ SEC110N
r
0 SHRUB/GROUNDCOVER PLANTING Z
i T ~=~G~~ i
3 U a, TYPE TOTALS SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATION W
y~ LEGEND HEIGHT SPREAD ROOT OTHER PLANTING SEASON >ON F
2 SILKY DOGWOOD ' ' 5-GAL. L A E 4' O.C.
~ 3 CO Cornus amomum 4-6 6-8 FUL , SP C ~ SHALLONlLAND DESIGNED BY: ~CW
ti PLANTS DRAWN BY: JCW
CHECKED BY: JMH
54 IG Ilex glabra'ShamrocW INKBERRY 3'-4' 3'-4' 3-GAL. FULL, SPACE 3' O.C.
304 LE Lobelia elongata LONGLEAF LOBELIA it 2" PLUG FULL, SPACE 12" O.C.
n GRAPHIC SCALE DATE: 02-16-11
N PLANTING REQUIREMENTS: 2,919 SQUARE FEET OF PLANT SHELF 442 JE Juncus effusus SOFT RUSH if 2" PLUG FULL, SPACE 12" O.C. 10 0 5 10 20 PROJECT#. 015476140
SHALLOW APRIL 1- w REQUIRING 750 PLANTS 232 SC Saururus cernuus LIZARDS TAIL 1 2 PLUG FULL, SPACE 18 O.C. JULY 15
a WATER PLANTS 196 PC Pontederia cordata PICKERELWEED 2" PLUG FULL, SPACE 18" O.C.
J ( IN FEET) 1L - 1 5 1 inch = 10 ft.
SEEDED LAWN 25 LBSIACRE Eremochloa ophiuroides CENTIPEDE GRASS & k x x SEED APRIL 1- JULY 15 PLANTING PROVIDED. 1,251 PLANTS k x Y
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HOR BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN ASSOCIATES, INC.