SW8931222_APPROVED PLANS_20101001

I
STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
[L APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE a'lA to l O o
YYYYMMDD

l 2 4 1 5 1 6 7 8 10 I 11 1 12 1 13 1 14 1
"EX" EXIST NG CATCH BASIABBREIIIATIONMIST
0 -
LEGEND
c -- '"-" ,t � � HOUSE \��('' "CB"= CATCH BASIN WITH FRAME,GRATE,AND HOOD
" r "' \ ! "DI"= DROP INLET WITH FRAME AND GRATE KIrriley-Horn
} I FOXHORN VILIAGE
C sRcrtoNv-n "MH"= JUNCTION BOX TH SOLID LID
HOUSE I "FE"= FLARED END SECTION PROPOSED MINOR CONTOUR and Associates inc
BUILDING _ . . PLAT 35-06
�� •,4, . ,� ZONED: TGA \>� , j f t
,� A ACRES ' .., {CURRENT USE: RESIDENML 1 _: A NC ucQbiE�� Fi -otO2
6TfE
AaaQaG1UN SPE LLC "DS"= DOWNSPOUT REFER TO ARCHIMEP PLANS FOR BOOT DETAIL) �5y P� DRIVE
i� I { I I - D.B. 2577-217 1- CN=93.33 ; + STORM
SEWER CLEANOUT SEE DETAILS 40 PROPOSED MAJOR CONTOUR SU17E 300
f__ BUILDING ! t PUT 37-217 qq i - � HOUSE CHARLOTTE. ROM CAROLINA 28217
HT-300 ' PIN: M-10 R . `,� T - .0 Minutes RJR '��:.; -' r "CS"= POND/WETLAND CONTROL STRUCTURE WiTH ORIFICES) PHONE: (704) 333- M
zoNED B-1 a `- ! CORPS PE!
/ %/ "DCB"OR"DDT = "DOUBLE"STRUCTURE - --- - `--- - � t oa 1
EXISTING MINOR CONTOUR )
CURRENT USE APARTMEMS .L 2008 2558
Cis .j DRAINAGE STRUCTURE SPECIFICATION TABLE
NCDOT STANDARDS FRAME &HOOD GRATE NOTES
TYPE
EXISTING MAJOR CONTOUR
�- UYnS OF CB" 840.00,840.01,840.02,840.46,840.66 US FOUNDRY 5181 US FOUNDRY 6003 ••''�t CARD'•
s Rmacauccna+sEIRN1 ."% - - - - SEEM T STORM DRAIN •`� (N,•...... < •�'•
-- �� �� - �_.�-�^� �� -`n �.MION 1PL6T: 3Mi8 - - J •'�1ESS/
RLNOFF T S
44.50 45 00 DI EE NOTE 8
OF
840.00 840.1 A 840.15 840.4 4
I "MH" 840.00,840.31,840.32,840.46;8 0 54,840.66 U
'FE"
Y 2 S
44.00 ' DP I � -_ I "DCB" SEE"CB' SEE"CB" SEE"CB' SEE NOTE 4 o STORM DRAINAGE CLEAN OUT S 86
ROOF DRAIN PIPES
SECTION� , s -- �_ pt - POOL" BEEPER' BEEPER' BEEPER' SEE NOTE 4 �••�
- B -
_ eDF��L
i Ate. '/ . . 43. , : __ ; ><. I � , ' 'CS" -- -- -- SEE NOTE 11 -'. S N ... �.�
- O-RING It j I '.:. st �� STORM •�� i � 44.00 � � � I. � L ti FOUNDATION SUOIIRFACE PREPARATION FOR SAu'S-CUM , �� ���/ •..
•�P,.•
P1 I
I - =-r 45.77 PPE NPLACE - •>>.:.- nc.ru� _ _.�;,: ,;�,_. i - ; I STOLE /8573-0A UAOKSONVRJ.E, NORTH CARCUNA ,:.,.t.,� .�N . • ,�.
-..,.. WATERTIGHT RCP . ',, 4615�_._ _ •� i ..� I; �''- j •,' ,� ? •q.nu
FLARED END SECTION
46.77 a5.00 `� � APRIL 2q 2009 _''-� '�.. ,'t
45.41 � -� '.�•�' � �" �-. - wrzm - ,cc", � „q, I ' ..: I ..i - UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAIUNGS AND�OR SPECIFlC11110N$ THE IJI915 OF THIS RIP RAP APRONS
•� __ �.,,� �-�_�"� 4ao0 W ISUBSURFACE POST-DEVELOPMENT DRAINAGE AREA
46.41 aasto ma FEET
46.55 00 34 SPILLWCONCRAY.
I117,3612.04 G Ij I THE M WM EPREPARA�A 90N, TI CONSIDERED N BE �CAB NW. AON OF ND�'"A�AND10 S ARE FINAL PLANS
` -- - '�'--- SRLLWAY.
_ °. 45 ETEVA710N 44.0 I , ,r ..-.._ TN06Elims ATman M THE SURDWG PROPER(REFER To DRAMNIi am SPI).•TIHCNIY INmM.K��BUT NOT ® STORM DRAIN MANHOLE
46.77 a!aema i- �; ' t I ' I C
46.77 A°'�n : 44.43 , :�I• 45-31 I D ' , I PROPERTIESLLC W SAT THE AUTOMOTIVE:CEM ER, CO ACTOR-PA0. AND VAPOR SAIVISM INN QURED,DO
. .: i / •: � �fpRpRo .
45.50 _.':� ,� I : f '� ; , D.B. 2296-21 - N BEYOND THE t11815 OF THE ACTUAL fGIEDNG AND TFff APPIRIENANCE4.
BORING LOCATION FOR CONSTRUCTION
CB - _ I P-7 I ! PUT 32 119
I �GII9 t B-1 4$ 45.0o I ■ ioeDie i I BD9nlx0 m+AR91aR x, x xx x� SPOT ELEVATION & SPOT ELEVATION HIGH POIN
45.00 R _ HIRE Z USE. COMMERCIAL",
ly ... 46.69 :.. --'"44.35 F. ARCHITECTURAL.
THE FINK SIIB(RADE ElEVA7NW TO AUDIO FOR THE THICKNESS.
SUB AND BASE ANREFERENCEMATE
E7�7YK:CONTROL ,• ., v .,t y v I :. ,r' ARC/R:CRIRAL.AND 5TRUCiURAL DRAWtK;S FOR.REQIARFD SLAB.IHGQI6S THE 8'llitl( MAN MATERIAL SHALL -
S1RIlOTINE-70 • I .I 46.77 I } - " ) I- - - -'-- - t I ' WI M'TONONIT STANDARD 9PEYLFlCATWNS FOR ROAN AM STRUCTURES'.SECOON 1010, AGGREGATE BASE ;-{ 5' WIDE 2.SNAPPED LOP RAP
RFPLAQD, PPE OUT 7 CIXNSE(ABC) THE CONiRAC1OR SHUL eE UaESPaM�neL> FOR aHrARaNG AOpRGTE 1EASUREMENTS FOR ALL CUT I" { rx SWAGE 251 SIDE SLOPES
TO RDIMI. •�. I.a�c 46.61 45 00 _ u'i�"I I AND-FILL DEPRIs REWIKD. ANY ADDITIONAL BASE OR:OTHER SRNE MATERIAL WILL BE PI MOM BY THE BUILDING RUN AT MINIMUM 1X
BUILDING F x BASE OR SWAASE MATERIAL MUST BE SUB MM FOR
' s.so xP � '<.-^� COyiRACRIR ANY PROPOSED EITNWALENT ALTBNA7IVE
1250 �SfiEkT C$ DP_ f I APFgpNK WTD N 30 DAYS AFTER AMM OF CONTRACT. ANY EMNALENT ALTERNAINE SHALL ONLY BE USED F
ii t_ I (DEIAL) I-,. ! _ 44.50 i,:, _ D-RING APPROVED N`NPo161G BY 1W CEO MA OOR. D
1
o s c eaa
� 45.30 s I - - - r a:. WATERTIGHT RCP I AA 10 ND MIL
dRECAPAO LOw TE IL MEE7E SUB. E 1745 CLASS A'REQUHtOffNTS SHILL BE PLACED EVE THE BASE
10 YEAR STGIY RUNOFF 2%16 - E:.. -I &2 I 44 53 !; I
-PRE -20.18 T .. _46.00 '
POSE 1�0 I;`1 c 46 69 45.77 4517 44.6 I I_ Z
I 46.2 C� I DRAW PORTION OF POND W BUILDING EXPANSION PLUS 10 FELT AND ID THE TOE OF NEW FYI., REMOVE SURFACE Q
- I I VE6ETA7RINS 1TIPStM., ROOT SYSIEIS ORBAIYC YAIERIAL, AND SOFT OR OTHERWISE IR-IATABE EQUIPMENT
(MINIMUM FROM01)
SPIJNAY E I 46-61 46s4 see x - s xP ` TIE SUBDNG EXPANSION AIREA FRODF M EXPOSED SN1WAES WITH LOADED RUBBER-NNE EQIRIMNT NOTES
' - I L 1 I LORIED MOUNT OF 20 TO". PRQOFpaLING SHALL CONSIST OF TWO COYPEEM PERPENDICULAR PASSES OF THE 1. ROOF DRAIN AND DOWNSPOUT INVERT ELEVATIONS SHALL BE 4 BELOW FINISHED FLOOR ELEVATION. UI
ELEVATION 44.0 ONE STORY °g1Emrn �� a!-R G-`� I EQIIFMFNT OVER THE S,SRADE. REPAIR UNSUITABLE OR`UNSTABLE AREAS BY SCAWFiING �
BLOCK BUILDING �r ; 45.77 - 45.71 •65 x /ORYNG/11ECOIIPACiNG, UNLESS OTHERWSI= NOTED.
(STING WE 3 WATER'GGIT RCP I UtNQEMU7NG M FIRM SOILS AND REPLACING M SUKTABRE COMPACTED FILL,KAC]M OF A GEC1EM 2. ROOF DRAIN MANHOLE COVERS ARE TO BE PERFORATED OR SLOTTED.1„ 1170 44.55 I I -- Z
ETENTION x 111,b49 SO. FT. OR COMBIIA110N ABOVE• SUBSRA X STRUCTURAL FILL MALL BE FREE OF ORGANIC AND 01M DEElERIOHIS 3. ROOF DRAIN PIPES TO SLOPE 0 1.00X MINIMUM UNLESS OIHERYASI NOTED. g
SIN#1 TO B a4.50 x WET I WTEIIMS LINO soul MEET 1VE FOLLOWING REGIAEIENTsc 4. ALL STORM PIPE STALL BE RCP OR HOPE UNLESS OTHERWISE NOTED. ANY OTHER MATERIAL MUST BE n. U)
MODIFIED .i I STORE NO. 6573-04 I Z
46.27 s1 LOCATION WITH RFSP 1`M ML%M a BGRADE APPROVED BY THE TOWN OF JACKSONVILLE. ALL PIPE SHALL BE WATERTIGHT. E
,I - I ETENTIO I PJ. LJ.. O
I} RR-135E-RL SAWS EXPANSION A I B w#2 1 BUILDING BUILDING SPAN=AREA, W9'1�tit 4 FEET 20 MAIL 50 MAX 5. CONTRACTOR IS RESPONSIBLE FOR DEMOUTiON OF DOSTING STRUCTURES INCLUDING REMOVAL OF ANY uZ, �,
wra ooNt I BIS.DYNG EXPANSION AREA IIPPETt 4 FEET 12 MAX 40 MAX EXISTING UTLIRES SERVING THE STRUCTURE UTILITIES ARE TO BE REMOVED TO THE (TIGHT--OF-WAY. p 0)
a.sa RP � �1144
►:� 4s.69 i 27,776 SF EXPANSION (APPROX.) Sz �I I I 6. THE (bI41RAC'I'OR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF DOSTING � w
t 45.00 �± P-2 :I I STRUCTURAL FILL SHALL PLACED W LOOSE LF15 NOT EXCEEDING 8 INCHES W 7HICIQESS AND COMPACTED TO AT Z
J ' C 111849 SF EXISTING SAWS / LEAST 9s PERCENT OF THE STMOMo PRtOCTOR MAXIMUM DRY DENSITY(ASTM D 6M) AT A MOSTURE CONTENT UTIUTIEx AS SHOWN ON THESE PLANS 1S BASED Gd RECORDS OF THE VARIOUS URUTY COMPANIES AND
.�.�ODOR
46.77 ' "�""' 1 I WHERE POSSIDI.E, MEASUREMENTS TAKEN IN THE FlI.1D. THE INFORMATION IS NOT TO BE RELIED ON AS
' S � 3 WI1WN 3.PEiCENT BF7AIY TO 3:PERCENT ABOVE THE OP1IL8N1. ME UPPER12 INCHES SHALL�COMPAL"FD TO AT G
' «�� BONG EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE URUTY COMPANIES AT � w
I ass 139,625 SF PROPOSED TOTAL 4ss7 / WUN 3 PERCENT. E-
LEASi 72 HOURS BEFORE ANY EXCAVATION TD REQUEST EXACT FIELD LOCATION of UTILITIES. IT SI4ALL c
FIFE =46.77 P- / m_ m � _ �, PLACE 5 FEET OF SURCHARGE Flu ALONG THE WEST HALF OF tHE PROPOSED EXPANSION EXTENDING to FEET BE THE RESPONSIBILITY of THE �F1TRacraR To RELOCATE ALL EXISTING UTILITIES wEQaH CONFLICT YA1H � o
EXISTING - aocmox • Pb a,�_/ r N" RcirROPERT1ESLLL`--::.._�� OUTSIDE THE MLOG FOOTPRINT TO 3D FEET OWE THE FOOTPRINT. SURCHARGE FILL SHALL NOT BE PLACED WITHIN THE PROPOSED IMPROVEMENTS SHOWN ON THE PUNS
END S7CTON I x I sAMSREAI.FSTATEROSINCCSTRusT RLMPl1 � � D.B. 2296-21 25 FEET OF 11E FbSBNG BUILDING. SETRDIEM FLARES SMALL BE INSTALLED BY GE07ECHNCAR.ENGINEER ON 7. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FUTIFR UNLESS 07NERWISE NOTED.
o AND STORM PIPE 7 D.B. 1E68-71s as.ss PIN 13 5-70i DF9Qi GUM PRIOR TO PLACEMENT OF THE SROMRGE SETTLEMENT PLATES SHALL BE SURVEYED 7 M;E A NEB( B. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. F Z
4b.61 PUT 30-76 y 1 y, DP-t AND'DATA'PROVIDED TO THE=TECHNICAL ENGINEER M DEMURE WHEN SURCHARGE MAY BE REl A WA171NG
a p } mtgtx 8 0 9. DOSTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS
PH . OR 13S j 011mm tom:commem PERM O J0 TO 45 DAYS 6 ANTICIPATED.
f % 46.61 603,979 s4. FT. OR t3.as55 AISFs I<IERAL 10. 005TING (BADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
'- ZONED: B-1 46.60 46.60 46.35 _ �i " " THE FOUNDATION S`YSIDA SHALL COST OF ISOLATED SPREAD FOO NGS AT COLUMNS AND CONTINUOUS SPREAD 11. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.
_ } 46.69 I CURRENT USE COxMERC AL 4s 77 46.00 45.00 FOOT=AT MMUS SUPPORTED BY A SYSTEM OF COMPACTED AGGREGATE PIERS. 12. IF ANY DOSTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSIRUC71ON IT SHALL BE THE
J I 46.7 ao.00m CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EX0S11NG STRUCTURE AS NECESSARY x
46.35 _.��,� .... 45 06 GAS STATION 1009( ANO CANOPY / C)
' � _. 44.85 ,% TO RETURN IT TO DOSTING CONDITIONS OR BETTER. � �
', as z3 ✓ � DAB � a
.✓clam WAIFRBGIT RCP C_1 .. .� "`�1J0 _ __ �;;:... .. ",> 46.5-- --' 6 ,7 46.25 :• __ 3 45.00 '� ESTABLISH THE FINK SIBGtADE ElEVA710N AT 70 WOES BELOW FINISHED FlAOR ElEVA71OH TO Al1.DW FOR A 4 13. ALL STORLi PIPE ENTERING STRUCTURES SHALL � GROUTED TO ASSURE CONNECTION AT STRUCTURE IS o
{ CaT TEMPORARY
45.12 45.23 6. - 21 { 46 3� __ 46.17 46.17 45.10 - - I '-AREA=,4.�'i ACRES NNW SLAB,'HE AT WOES BELOW EUX TIO AT 10 I FLOOR EEW FINIS TD FLOW FOR A ON M LOW O ANEW WATERTIGHT. a w O m
1 -- I FOR THE SAB THICKNESS AND A 8 NW SBBASE 11E 6.7HKIC SASE SIALL STALL OONFTRM TO NkDDT 14. ALL STORM SEWER MANHOLES IN PAYED AREAS SHALL BE FLUSH MATH PAVEMENT, AND SHALL HAVE U F �
EASEMENT 46.13 46.17 s 45.0 4513 CN F W C4 d
u - ss a5.5o 45.00 5-72 46.23 _ 46.31 as.23 as.23- 4 's 46.08 �• I; � V1IPAOR BARKER SHALL S INSTALLED AND SIRUCTURES'. SEC ION IMIX AG RI ME RASE (Al A 10 MIL TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6 ABOVE FINISH GRADE Z W t' o
T .;.-... -„ -. ..145.�6 TC=$.0 Minutes ';. BE MME01AtELY BENEATH THE CONCRETE SOB. THE CONTRACTOR 6 LIDS SHALL BE LABELED 'STORM SEWER'. W � � o
FOB'. 45.50j 45.44 45.3 RFSPQNSBIE"'FOR OBTAINING ACQRAlE11FASIRE11ED5 FOR ALL CUT AND fAJ.DEPTHS REWYED. 15. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS WTUNED IN THE EPA OR G W •~ d N y m
45 69 46.29 . 46.29 46-52 45.26 ._. 45.21 i!I APPLICABLE STATE GENERAL N.P.D.E.S.T S PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH Z
.:t 45.00 -. _ - REMOVE SURFACE VEGTA110N5 TOPSID14 ROOT SYSTEMS, ORGANIC MATERIAL, AND SOFT OR OTHERWISE UNSUITABLE y O 2 C-4
.e o , 44.90 44.92 A Y - Y END PAVEMENT
45.00 44.94 45.34 45.49 - 45 26 �, C5 44.92 4513 i IMPROVEMENTS AT WiERUL FROM THE BUILDING AREA. CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL Q y U-WU' p 0)
• { s* 45.4 45.37 _. 45 00 I 45.31 45.13 45.2 THE PROPERTY WIE COMPLIANCE AND STORM WATER PC,WTiON PREVENTION. THIS APPLIES TO WAL-MART BUILT RO,ECTS W W W w C 1`1- , REMOVE PIPING AND YARD INLET AND LOOSE SOILS FROM AROUND TENSE STRUCTURES BACIOTLL AS STALED BELOW. ONLY.
• - - �___..--- - --_ ._. ' I � I 44.18 � I ;I ` 1! _ 16 SMOOTHLU IIIi I! 44.56 SHALL AGRAD AND/OR CUT DOSTING PAVEMENT AS NECESSARY TO ASSURE A SM00 Z J__.. -. __ 45.02 ��.� .! ! ROOFROL EIPOSFD SIMGRADES WITH LOADED RI108FR-TIRE EQUIPMENT YiNEAIY WAGED WEIGHT O'20 TONS). CONTRACTOR
CONiINUDUS GRADE � p -� w
• • 4a.9 45.16 45.12 I l _ . ' PROOFRgLWG SHALL CONSIST OF TWO COMPLETE PEIPEEDICULM PASSES OF THE iD1�MENT OVER THE SUBRADE 17. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED O N ~
! II 44.97 45.00 fo YEAR STORY RUNOFF(asl IEpAN LMMAEIE OR UNSTABLE AREAS BY WARFYIN � Z
t-.. 45.00 (, - I y G/ONYWG/RFCOIPACNlG, lMlOFRWNIG TO FIRM SOILS AND
d e 9 I -�.__. -"' n I ,I i ��_c_ 44.20 45.13 "� WE: 3.12 REPLACING MiN SXTABIE/NEL-001@AC1ED FLU, PUCEIIEJT OF A'GED1EXIlE�Oi COMBNATHR OF AB04E ��' � ' � O
FFE 45. 0 46.50 y P 4 POST 3 t2 SHALL BE FREE MAIFIIALS SHELL MEET 18 TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. F THE m z
I I. THEN THE CONTRACTOR SHALL _ y
-6 i---_f-- -� I I 45,30 4s.ts 44.8 �`� ' i 44.66 ... - :.: FOLLOWING - CON7RACTDIR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, IXCEPRON, m
SFF FUELING STATION PLAN / „ ABANDON STORM 45.13 T 10r� WI7N RESPECT m F1w9tF11 awmuu QL LL. LAND SURVEYOR TO E OWNER FOR Y. AT THEIR C SURVEYBY A REGSTERm H
f ! PIPE N PLACE I WET DETENTION I EXERATI , A HALL R CEIB
I FOR OETAILEDGIRAOINGANO r j ! ,: I 45.27 45.14 BADBIG EI�AtISGF°NiEA, BELOW UPPER 4 FELT 20 MAX 50 MAX 19. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL
I - DRAINAGEINFOFNATIONOF P 46.00 45.31 EXISTING PIPE TO 4$ :I ' 45.17 i. `•'.. - BASIN#3 MUM EXPANSION MLA, UPPER 4 FELT 12 MAX. 40 MAXFUEUNcsrATtowAREA BE REPLACED \ I a5.0 CONTRACTOR SHALL.APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V CH STEEPER. CONTRACTOR
r
- I STtiUCTURK FILL SHALL BE PLACED W LOOSE LIFTS NOT EXCEEOWC B WINES W TH9CKIRESS AND COPACTED TO AT SHALL STABUZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY
CONVERT`- MARNOE I STAND OF VEGETATION IS OBTAINED.
4q � LEAST 95.PERCEIT GH THE STANDARD PROCTOR YNYYUY DRY DENSITY(ASRI D BBB) AT A NOIiNRE CONTENT
45.13 45.28 45.21 45.4 4518 i II I 45.2 _ WITNN 3 PERCENT BELOW M 3 PERCENT ABOVE THE OPIUM THE UPPER 12 INCHES SHAD.SE COMPACTED 70 AT 2Q CONSIRUCDON SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND CONSTRUCTED TO LU
45.40 �.. 45.13 45.13 45.19 -- 45.34 ' I; 45.17 I, 45.13 _ :., LEAST 98 T. SAME. mi
21. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO J
44.90 45.2 T PERCENT.
- 45.02 45.2 O 45.32 ,- 1 "::"s END PAVEMENT _ I' PUCE 5 FEET OF SURCHARGE FILL W THE PROPOSED CANOPY AND NOW FODIRNTS FOUR SETRDMENT PULES INVERT OUT. �
- 4 45.25 � IIPROVE'iE111S AT THE i SHALL BE 65TAtlID BYT£OTECIBRCAL f31fINE1A ON DESIGN GRADE PRIOR 70 PLACEIIENi ff THE SURCHARGE. SOME AREA=12.49 ACRES ETD PAVEMENT 45.50 � PRarERr LGE _ sETRt r Pu>Es suLL BE SURVEYED'TACE A�AND DATA PROVIDED M THE G MNICAL ENGNEER To T G STORM DRAINAGE TO REMAIN. MINOR YODIFlCARONS To ALLOW FOR NEW CONNECTIONS
45.08 MAY A OF 30 TO 45 DAYS IS ANDCPATED PROPOSED. N Z O
• �-45 I nc, ❑❑ ❑ I; •s �t{ DEIEAYiE YMRDN SIIREGRARGE IFLIOYED. WAITING PERIOD Z 0 O
GN=95:35 � 'I "' _" I 45.D0 45t3 i� _ 45.17 I 23. MINIMUM 0.5% SLOPE ON ALL NEW STORM PIPE WENEC710N5 TO CONVER1m MANHOLES. I a I O � U
THE PROPERTY ALINE. - - - 1 44.81 i - BUILDING �"'`� IHE FOUNDATW SYSTEM SHALL CONSIST OF ISOLATED SPREAD F007NGS AT COLUMNS AND CONTINUOUS SPRE D 24. THE OWNER IF THIS PROECT MAY BE EJGIBE FOR A PARTIAL REDIUL"RON IN THE MONTHLY STORMWATER FEE y C0 F ¢ Q
TIC=5.0 Minutes.: - m 45.13 : 1 45.06 45.08 - 44.36 I 45.13-__ • 45. 77 1, Q � O J
45.13 I 4513 45 2 44.8 #1128 STP3HENI.&VICIOL RUDOLPH FOORKSAT WALLS. THE FOUNDATIONS SHAD_BE UNDERCUT 2 FEET NEAT MBE DNDMS AND REPLACED MnH � Ln F
THAT WILL BE ASSOCIATED WITH THIS DEVElAPA1ENT. 1D GUAUFY FOR A FEE CREDIT, THE OWNER WILL N® TO ,.a
NCDOTWASHED N0. 57 STONE PROVIDE in THE CITY ENGINEERING DIVISION UPON COMPLETION THE ROFCT A COMPLETED CREDIT CO Lb to -' O
45.13 45.73 - ' 44.95 1 1370-840 PLICATION ACCOMPANIED BY A COPY OF THEiSTATE-ISSUED ST019HWATER PER SETT AS YELL AS, A COPY OF w 0 0 ZOf
C-3 ,; _ D.B.
32-119 I THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE THE SITE PLANSIII
___, trl - ! I 44.26 45.13 -- <- PW:'345-102 OF CO FUCT. INFORMATION COVERED N TO PREPARATION SHALL TAKE F OVER THE WK-MART 25. NO WETLANDS EXIST ON97E '' Z M Z O V
I 44.63 45 7 ZONFIk B t SPECBICAIWNS DRIER TO 7fE SPECFICA7WNL5 FOR Sty NFDIW1ATd1 NOT COVEED N T PREPARATGH. 26. URI�ICTIONAL 5TfHEAY EXISTS ONSTE CORPS PERMIT 2008 2556 LLI W z .MALL
��I l'•(J 1 cut+RERr use COMMERCIAL 1E�NFaRW7RIN WAS TAKEN FROM ARIEVISED FINAL s1B5UFAff'EfPlDRA7bp RFPCTT PREPARED BY sRME INa. 27. SEE D(9M0 PLAN FOR LIMITS OF PAVEMENT REHABILITATION. � � � �
57�xeAit ATECU tLc \\�L-Zl EXJ c� 1 DATED ARL 2B, 2008(SlBS1RFA� E7PLONTdi REPORT IS FOR INFORYA7gN ONLY AND 6 NOT A CONSIRUCiION 28, SPOT ELEVATIONS ARE BASED ON THE PROPOSED PAVEMENT OVERLAY AS PART OF THE PAVEMENT 0 O 0 C0 z Z
! t: m � � SPEgFlG710N}. REHABILITATION. J I- Q � O
BUILDING
1176 a
Y I D.B 1sa4 e6 i,f' 4s.13 a5.13 44.9 44.73 a4. s i' ` - m STORM DRAINAGE TABLE V Y
CROSS POINIEDEVELOPERS L LC t I PLAT 39-29 9 ( I� 44.76 44.76 44Q.91 44.63 44.63 45.13 I. I I( S7E SUBSURFACE PREPARATION FOR SAM'S CLUB Q
D.B. 1445-305 t PIN: J45-/0.4 44.76 44.76 �. -.. \ - - J
-.' t `-_=- ` 4613 CONVERT?O SAWS REALESTATEEUSINESSTRUST STORE 073-W, JACKStINMLLE. NORTH CMOLINA PIPE OUT
PLAT 34-26 ! ZONED: B-1 -. 44 89 . .- !
CURRENT USE COMMERCIAL t 111 -'-k 1 - �> !'� r � I D.& 3159-91 APPoL 20, 2009 STRUCTURERIM INVERT FROM tNVERT PIPE OUT DIA PIPE OUT PLAT 36
-65 PIN: 345-10.18 ' p ' ,. . ,�� I 45.17 45.77 ` 3'L+`-'10.9 ID ELEV. IN NODE OUT LENGTH (INCHES) SLOPE(%d TO NODE W F'g/1�W'SI
't�. .�•."' -�_ -:- ._ ,:. .< .. ":• ':' I - 530 50. FT. OR 0.0122 ACRE 11E SUBSURFACE EXPLORATION INDICATES THE SITE M GENERALLY lRDD2WN BY NATURAL COASTAL PION SOILS. SITE a Q
ZOtED: B-1 :______ - it -.-. ZWEO: B-1 1-FE - 36.11 2-0B - IL
CURRENT USE' COMMERCW- I ( i�-....-_.._ - . - 44.80 EaEPMATbM AND GRADING WILL BE SNNF'IGWIIY INFIlENCET BY WEATHER GDMDtIgNS AT THE OF GON57RIIQTON. SITE V E
_ - _ I 44.84 44.8 44.82 45-03 44.98 45.2 46.17 ! GRADING SHALL BEPERFORMED DURING ME TYPICALLY DRIER SUMMER MONTHS AND EARLY FALL MONTHS F PRACTICAL
45 0 ...... 45 CURRENT USe VACANT 2-CB 44.53 37.03 3•EX 36.32 44 30 0.50 t-FE
4, 44.92 44.98 ' - 45.53 :� LIGHT 7RINCKED EWPMENT SHALL BE USED DURING THE SUE PREPARATION AND WUDING, 3-EX 43.58 38.74 30-MH 38.60 315 24 0.50 2C8
� � V TEMPORARY ,;� � 44.80 45.13 4FE - 38.00 5-CB _ a ENTA
.._. . _CONSRNCTW FAS]IEM 45.49 . . 44.9 MOVE REMOVE AT C LADEN D OTHER UNSUIT NEW PARWNC AREAS
45.62 I TREES VEGT DN GiCAM 11WS06, M ABLE MATERIAL FROM THE 5 CB 44.34 38.07 6 CB 38.07 31 24 0.21 4FE as.to a5 5s - 0 BASIN M FIT NEW MANAGEMENT COMMISION
i ,.�.. 46.17 CURB It GU MLR. - 38.07 7-CB
'• I 46.13 __,__ - ,__ ,. _ - _ PPES IN AND OUT PROOFROLL EXPOSED SUBWADE WITH WADED RUBEIM-TIRE EOUPME NT(MINIMUM LOADED WEIGHT OF 20 TONS). 36.07 9-EX VISION OF WATER 0 LITY
r - -_-- - �e SMELT,YAM LAWN UNE. _. .._�_ • PROq•1tOLLINO SU,IALL CONSIST OF TNO COMPLETE-PEAPEmICULAR PASSES-OF THE EQUIPMENT OVER THE S ORAl REPAIR 6L6 44.36 38.70 33MH 38.50 86 18 0.50 5CB
.� _._� ,-: +; - , -- --- -- uNSIgTABIE oR UNSTA&.E AREAS Br SCAImFYNG/TXt11NGj1EtDIPACiWG IANOERgl11(c TO RRM SOILS AND REPLAQNG
r ^ "� -- _ 7-CB 44.45 - - 39.95 146 18 1.29 5-0B K
Z EX R/W EX-k17w EX-ROW x -�M/ BM�R EX-ROW APPROX. R MIN SR7%BIEJWFII-OOIPACiED FILL PLACEMENT OF A GE0iE7nAE OR fXIBNA710N OF ABOVE SMptME snUICNRAL 8•CB 43.45 - - 39.95 146 18 1.29 33MH Z �
I9 ! t1Ew4u41 - ._PIPr FILL W AND MATERIALS MD STALL THE FCII.OMNG REGIREMEITS: - - <
- > >_._. _. > - _ _._n _.._> -- _;, > _ _ --- OELE7EtIOlIS IERIALS MELT -
=- - ------ - --4 - - - 1F .• - ---- LOCATION - ff11
_�.,.._- -__.._ _ ..-.._ _:` ._S.__ _.... _-_-- -__... .._ __- FE17 11{CB 44.68 36�47 13-MH 36.47 35 36 0.50 10•FE M.R-
I ' -.. 3 FIST 12 MAX 40 MAX
OTER
37.47 12-CB
PARIIYNG AREA, UPPER UPPER 3 rn 9nvnarc 20 MAX �IMIAX.
c - STIICNRAL FILL SHALL BE PLACED IN LOOSE UFIS NOT EXCEEDING M 8 WCIF.S IN THICKNESS AND COMPACTED TO AT 37.47 31-MH
- -- 12-CS
MH 44.62 - - 37.44 41 24 1.21 11-CB
, IFiLSI 95 PERCENT ff THE STANDARD PROCTOR HAWN DRY DENSITY(ASTY D 698) AT A POSTURE CONTENT WITHIN 3 13MH 45.62 37.54 14MH 37.44 80 36 1.2t 11-CB
$ - PERCENT BELOW 10 3 PERCENT.ABOVE THE'OPI=iL THE UPPER 12 INCHES STALL BE COMPACTED TO AT LEAST 98 Q -
i pT 14MH 44.06 39.20 19•EX 39.11 1D4 36 1.51 13-MH
s ----'---.�.-� ------ _'-.-------_� ,.___ �..-,., - - __..->- __.._ __.. .._ .....__ -.._._..__ .__ 39.21 15-CB
THIS SUE SUBSURFACE REPARATION DOES NOT CONSTITUTE A COMPLETE SITE WOW SPECIFICATION. W CASE OF CONFUCT, 15-CB 43.98 39.98 16-CS 39.98 185 30 0.42 14 H
I F'ONKTION COVERED N THIS PREPARA110N STALL TAKE PRECEDENCE OVER THE-WK-MART SPECIFICATIONS REFER TO 16•CB 43.66 - - 41.25 114 18 1.11 15C8 L ?!
22
_ _...__ _ ._--._ .�-_J. ;-- ..� UE,S?ELF7CAT(OS FOR SPECIFIC.NFOAYATON NOT WOO IN TES PREPARATION. NHS FFORMATGN WAS TAKEN FROM 13EX 44.04 39.06 20-EX 39.04 116 30 -0.14 14MH [
5 . . _. . . 9
.... .. . -____._: .._ _.__._. _ .-:....._.._ _ _-. A REVISED FI�REPW I OR EXPLORATION!
ONLREPORT PREPARED BY OI INC.
DATEDCA710N Al 156 2009 SU WACE 20-EX 44.60 40.36 22-EX 40.11 ill 24 0.95 1&EX !� ,
Y AND IS NOT A
SPIECIR
° { - 21-EX 44.61 - - 40.11 181 18 0.45 20-EX
- .- _-_ .__... ,___ ______-__. -. _.____ CONSTRUCTION NOTES 1 22 FX 44.05 41.25 23C6 41.25 115 18 0.77 20-EX
- 1. THE PROJECT SITE IS LOCATED WTHIN THE CITY OF JACKSONVILLE CITY UMITS. 23-CB 44.78 a- 24MH 4i.58 64 18 0.52 22-Ex
WESTERN BOULEVARD N.C.S:R: i 410 -- --- - _- -
-> TA C WILL BE PERMITTED THROUGH THE CITY OF EROSION AND SEDIMt9N RON CONTROL .��
m , � - _.. ;� �� 24MH 44.21 41.48 28-0B 41.73 120 15 0.38 22-EX DESIGNED B
} ` JA
2. BASIJACKN ARE USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION. 42.29 25-Ex Y JCW
(200'PUBLIC R/W) . .- I_ _y
(NCDOT PROJECT: 9.9031441, SHEET 14) -� ,. CLEANOUT OF THE BASIN IS REQUIRED PRICR TO USE AS A WET DETENTION BASIN. 2sEx 44.34 42.29 26-EX 42.25 75 15 0.59 24MH DRAWN 8Y:
_ EX-R R°x R (DEED 97 3. ONCE WET DETENTION BASIN CONSTRUCTION IS FRIAUZED, WET DETENTION BASINS 27- B 44,87 42.62 27 CB 42.42 37 15 0.35 25 fX M
, ,> "� EX-ROW EX-ROW � (-RCIW EX-ROW EX-ROW 1 EX-ROW E C- �� z7c6 4a.e7 - - 42.67 11 18 0.50 26-EX CHECKED BY: ALW
ARE TO BE PROTECTED FROM DAMAGE BY CONSTRUCTION ACTIVITY.
° s, 4. SLOPES ARE NOT M DMED 2x IN ADA PARKING AREA IN ANY DIRECTION. 28 ce 44.12 - - 41.62 9 18 1.56 24 MH 06-1-09
29-EX 43.84 - - 40.64 43 18 5.80 31-MH DATE
o ORE YOU DIG;' I GRAPHIC SCALE CROSSWALKS MUST NOT IXC® ADA MAXREUM SLOPES (5X LONGTUDINAL 2X 30-MH 43.95 - - 39.70 257 18 0.37 3-F_X
CROSS SLOPE) 31-MH 45.00 38.15 29-EX 3BAS 118 24 0.67 11•CB pROJECT{k Q15476Q$L�
GROUNDWATER NOTE 60 0 30 60 120 38.15 32-CB
32-CB 43.37 - - 38.37 45 24 0,50 31-MH
W 1EOO 632 THE PRESF]NCE OF GRWNDWATTR SHOULD BE ANRgPAIED ON THIS PROTECT. CONTRACTOR'S „� ,. ..<, 33-MH 45-48 39.54 8-CB 39.0 128 18 0.50 GCB
a
1E , _• BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM. 34-FE - 37.60 - 37.50 81 36 D.00 35 FE CO3
-> ( IN FEET ) 35•FE - 37.50 34-FE 37.50 - - -
I inch = GO ft. 36-FE - 4175 CONTROL - - - - -
x - - STRUCTURE
THIS DOGAAENT:T06ETHIFR-NTH TtE CtNCFY1S;A1D DESIGNS PAE5QR7EDFIEfiEN. AS AN-WSTIWIMENT OF SERVICE, IS INTENDEDONLY FOR THE SPECIFIC PURPOSE AND CRkNT FGt WIICEI R WAS`FIREPAgFD. REUSE.OFAND IIAPROPFR RELIANCE ON:THIS DOCUMIDITWI7HOUT WRITTEN AUTHORIZATION AND ADAIPTATHON'BYWMLEY-HCNMNANW ASSOCIATES, INC. SHALL_.M7HOUT UA�ITY TO KIMLEY-HORN AND'ASSOTGATES, WC. ,
� 4
•

2 1 3 1 4 1 5 1 6 1 7 8 910 1 11 1 12 1 13 415 16 1 17 1 18
r
o' ,
BERM AQUATIC A)JATC ,G' '0 0 .`_ ; KI -Hor
SHELF SELF �� BERM ApuA'OC A i I•t: 2� 10'
�. - HERM TOP OF BERM SHELF H L TOP C E-
L _ -_ VARIES- _. _-__-__-__-_-__-- T- I r-�� TOP OF SPILLWAY: I• -a` VA.41E5 _ _.__ BERM _-__-__.__ _ ---. ____.____ ff r _P.M SPILLWAY: wand Associates, Inc
0 A C
} SHELF BER
4- : I WOTH & ELEVATION - SEE 4 I I -- I ! - - 1 �- /"
TOP 0:= riAY; A LTC ��,
Iy TABLE
& ELEVATION SEE
TABLE BELOW .�.• .LQ52- `S ._ _ i I TAEL BELOW
b61 PARK DflIVE
LINE ANE W/ EFROM P' 7V20ROFP.E ! _I I I I LINE W/ENKAMAT 7020 SUITE 300
j h I
.
I I I I
AND FGM FROM PROFILE
E009
CARO�A 7827
PRODUCTS PHONE [phone]PRODUCTS
COMPOS1is c PLE. aA FP STRUCTURE
t YR RLU C ESTAdUSH w
STRUCTUREDETAILS VEGETATION TO a _ ORcdAY (THIS PAGE)
(THIS PACE)POOL N ' .. VEGtTALCN TO
I' PERMANENT POOL 3 1 J '
p� ELEVATION. IQ.� "r:RM. POOL ELEVATION. _�Q;' �j_RM. i ;_. _I I __..._ ___- _____- _ _ _ I i �•••N CARp�'♦°♦
BOTTOM OF POND � I '�• � ♦♦
`� 1 - INIERCONM"f PC:kDS (SEDIMENT
n I •,•"�S$%Q•.:9
FLUENT BOTTOM OF POND Vy ^, I ( I INFLOENT I VERT: 315 CLEAN-OUT TOP
(SEDIMENT CLEAN-our--\ r I I I t I I I I -1 I -IrI - - ELIEVAncN
TOP ELEVATION f�� - SED@AENT B = SE 1
SEDIMENT CLEAN-CUT \ Cs AN-OUT BOTTOM
Do pM E EvanoN ELEVATION-\ \ MATIOEDETENTION BAS I N
f • • -
I I ;VET DETENTION BASIN INFORMATION L - 1 !I { ?OP OF 6ANK = 45.00 ; Fv_cINEti.•'•A, 4 `
FOREBAY - - _ _�_____ _ FCREBAY ♦ s .u• • •�
TCP OF BANK = 45.00 - SPILLWAY ELEV. = 44.00 •G T�• ' P•,•
SPILLWAY ELEV. = 44.00 - 1 - --I I I I SPILLWAY WIDTH = 314 'o;;,„�;:.•' ,
TYPICAL SECTION SPILLWAY WIDTH = 60` TOP OF SHELF = 43.00
TOP OF SHELF - 40.65 TYPICAL SECTION \ CUP.s 1 PERM POOL = 42.00
x E EAVM
PER U" TEMP POOL = 42.60 FINAL PLANS
rt POOL - 40.1 5 cdD !ML Al-LEAST
BOTTOL4 IOF SHELF = 41.00
I TEMP POOL = 41.7( INTOUn,STUIGEOSo. i I FOREBAY BOTTOM ELEVATION -
BOTTOM OF SHELF = 39.65 w.a_v�Rs'KATER. .Fr,I = 38.00 C
FOREBAY BOTTOM ELEVATION = 34.00 E TIT SGL
TOP OF SEDIMENT STORAGE ELEV. = 37.00
TOP OF SEDIMENT STORAGE ELEV. = 33.00 ! 1-YR HWL = 43.02 I FOR CONSTRUCTION
1-YR HWL = 42.43 2-YR HWL = 43.19
2--YR HWL = 42.79 WET DETENTION BASIN #2 10-YR HWL = 43.84
EXISTING WET DETENTION BASIN#1 MODIFICATION 10-YR HWL = 44.00 N.T.S. - 100-YR HWL = 44.39
NJ.& '100--YR HWL = 44.42 � SHWT ELEVATION = 39.00 I
(' ---- SH 4VT ELEVATION ION = 36.00 j - ------ -
PERMANENT POOL CONTOUR LINE AND ARC DIMENSIONS
LINE TABLE WET DETENTION BASIN 1 WET DETENTION BASIN 2 D
LINE LENGTH BEARING
f -_ Lt 289.25 S51111'09"W C4 g L71 C, z
1___ SEE SHEET Ct3 FOR TRASH T-0" L2 69.15 S38'16'48"E oy u
RACK DC al' STEEL CRATE US U O
i-p66,5 OR L3 8.56 S43'18'52"E
o I APPRa+rD EQUAL L4 272.78 N51-11'09'E C3 C2 N >
FO
INLET INTO E 1 AI - L5 136.20 S51'19'58"W ' W
..a s SCT� S38'40'39"E
POND < PRECAST _L.,° \ \ Ls 14.99 z
I WALL CRAINAca Z
I U ee W/CRA- ,t) 30-x a• o'tiF1cE , L7 2.25 S85'S4'10"E ,1 co
I I L8 124.40 N51'19'21"E LN L13 G, � co
0 .1 -- L9 70.73 N38'48'53"W E _
..__ ..__. mi ELEV = <zzs 0
z
L70 162.24 N51'19'21"E Z
(1) ORIACF
E O p W
L11 5.18 N38'48'O1"W �
Ii1V. ELEV. - it ,�. Z
j L12 31.50 S51'09'35"W � U
riSTh
za a..P iN,. _,., POND I ------ L13 42.71 N38'48'55"W
FOREBAY I -;,, 6.25 , z n.ICE
~ x OUTLET I � L15 189.69 S3848'53 E J
W
1 ,• `
�., -PpOR D INVERT TO CONCRETE
BOTTOM OF .I C PREVENT STAND�NG,;'AT I u5 F Ci
SPILLWAY 10: 1 SLOPEILH
F ( I I ( ON SHELF J °'e C`
EXISTING 1
POND OUTLET
PROPOSED CURVE TABLE LN W o
BOTTOM CONTROL I CURVE LENGTH RADIUS G1� Ls �' i� a o
RIP RAP 0 OF POND STRUCTURE L Cl 16.13 9.45 4C y o 1n
I r:Pi£! C2 11.73 86.05 L) W n
OF POND
SWALE I c3 ss.00 fis.o5 to z w rn o
y I I C4 10.17 9.45 W Lu� � QQ �
I_ I 1 j ( C5 17.21 14.45 G d co Cn
3: 1 SLOPE I C6 26.47 16.95 y o x N,Y -Rs_R aorc�a m
I - C7 14.18 9.45 to -D y w
ON BANKS c8 34.56 22.00 W�// W w w a
�I CONCRI 01 - rLOATAIIOR eLu::� j I C9 18.13 22.00 C li O U) ly
COMPOSITE SHEET '::`: C10 11.53 68.50 s Lz L3 y Z o o J F
C71 20.18 22.00 0 0 tV )
PILE BAFFLE ,. I--- - -7 C12 0.79 0.50
Ql FIE FI EVA;iiON
CONTROL WET POND #1 h C13 9.64 2.50 0 a m z
C14 19.64 12.50
X I STRUCTURE I CONTROL STRUCTURE DETAIL d c15 1ss3 12so c H Z y N m
o C76 27.50 17.50
CONCRETE - - r s L6 C9
N.T.S. I <z C17 0.78 0.50
SPILLWAY ; I C18 0.78 0.50
�!< C19 0.79 0.50
I 1 PERMANENT SEE SHE FOR RAS., z STELL GRAZE DS.F I W
RACK OETAT p6E15 C,R 15° R.P
3: 1 SLOPE I POOL �I /-APPRp'r EGJAL X PIPE TO CONNECT .J.1
O (r .:RA,EF RI ;. - r CI
d d ON BANKS -; ELEVATION BASINS /ss > z
I A ; GAST C Qom.
t ",L, E STRJ�tl,eiE - o ZOO
x - - - - - -1 STAGE TABLES I ti P > � z
>x 3" ORIFICE
10: 1 SLOPE AL 1"`' = F _ Q
/ to (DJO0
ON SHELF E w�l oEr>ovnoNsaswrn Total Pond ForebayOr1ly V Lu �' °x
F ,r;. nt , aYGJ
1�< i -- _ --�- --- --INV. ORIFICE
ELEV, - 42.60 an Stage Stage Area Incremental Aca mulcted Vdlane Area Incremental Accumulated .4 Z co J a] 00
}"1 (, • -- 3` X i.5" ORIFI E Information
G,. Z
-INV. ELEV. - 42-C. ( (Elevation) (Square Feet) Volume (�IC Feet) (Square Feet) VolLn� Volume
p ch W W IY -1 r•-
V X I� _(Cubic Feet) �icFeet CubicFeet L LL r d
RIP-RAP POURED IN RT TG I LU z z
f SWALE PREVENT STANDING 1/AftR 1- I ( Top of Sedi Trent Sto
rage 33 8,550 8,028 8,028 - - - (/) ¢ ?i Y
_ BottomofPond 32 7,506 -� O o co > O
..___, _. Bottom ofForebays 34 11,729 20,140 1.8,168 2,078 - 0 U
X FOREBAY I cc
35 13,518 12,624 30,791 2,711 2395 2395 J C
36 15,500 14,509 45,300 3,481 3,096 5,491 G
37 18,132 16,816 62,116 4,584 4,033 9,523 a y
t X
10: 1 SLOPE 38 21,026 19S79 81,695 5,886 5,23S 14,758
BOTTOM OF X I ON SHELF 39 24,168 22597 IK292 7,374 6,630 21,388
• O FOREBAY Bottomofshelf 39.65 27,018 16,636 120,927 9,413 5,131 26,519 r
'd INLET INTO PERMANENT Penranant Pool 40.15 3A958 14,494 135,422 r
POND POOL ELEVATION Top of Shelf 40.65 35,055 16,503 151,925 K to
S I 0 41 35,935 12,423 164,348 I„ I 'J
H - •�♦ RISER BOTTOM I � FOREBAY 42 38,488 37,212 201,560 e' 1Q�
43 41,098 39,793 241,353 y D r
•� ar:cne.rE Arr:-�Lcn r.nuN ELccrc Spillway 44 43,764 42,431 283,784
NVIRONMENTAL LLl
+ X BOTTOM OF I I Top of Bank 45 19,620 COMMISSION
X ---- °- -� I FOREBAY I DIVISION OF WATER QUALITY
ORIFICE ELEVATION
WET POND #2 t 0I- uUI, ZOto Q
\ L Z
r � CONTROL STRUCTURE DETAIL WET DETENTION BASIN iF2 Total Pond Fore bay Only
�_. Incremental Incremental Accumulated
N.T.S. INLET INTO Stage Area Accumulated volume Area
u Information on Stage Volume Volume Volume
�i EXISTING WET DETENTION BASIN #1 POND _ _ ____ _ __-..,-_-- .._,_._.,__-- (Elevation) (Square Feet) Cubic Feet (Cubic Feet) (Square Feet) cubic Feet Cubic Feet Q
MODIFICATION .� Bottom of Pond 36 4,116 - F
Top of Sediment Storage 37 5,246 4,681 4,681
Bottom of Forebay 38 10,241 7,743 12,424 3,597 - 0 DESIGNED BY, JCW
pi GRAPHIC SCALE 5-C WET DETENTION BASIN 39 12,674 11,457 23,882 4,345 -3,971 3,971 DRAWN BY: JCW
L 30 0 15 30 60 /-RIP-RAP 40 15,294 13,984 37,866 5,150 4,748 8,719 M CHECKED BY, ALW
1 _/// ---RTa"LO'" Bottom of Shelf 41 18,105 16,700 54,565 6,012 5,581 14,300
> - - y�s\•°pE I Permanent Pool 42 23,114 20,610 75,175 DATE 06-1-09
NIII ( IN FEET ) per° ''-o" =F GRAPHIC SCALE
v NOTES: Temporary Pool 42.6 25,523 14,591 89,766 - -
In 1. RUN AT MINIMUM IA PROJECT . w
1 inch = 30 ft. 2.SWALE TO OUTLET To 30 0 15 30 w Top of Shelf 43 28,010 10,707 100,472 • 015476084
PERMANANT POOL OF FORESAY.
a .. ' Spillway 44 31,098 29,554 130,026
J RIP-RAP SWALE ( IN FEET ) Top of Bank 45 36,728 _ - = = = C14
N.T.S. 1 inch = 30 ft,
WS-DOCU ENT. TOGETHER.WITH 11HEVONCEPTS AND DESIGNS PRESENTED'HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIBC KWOSE'AID'WENT, UM IT WAW NOW REUSE OF'AND:W!RWR RIM MMM ONANS DOCUMENT WTIMT YdOTTEN AUTHORM3101,11 AND ADAPTATION BY KIMLEY-HORN AND ASSWATES, W. SNALL BE-1MTIi0UT UABIIITY TO Natlbl'-HONN AND-ASSOMIES,'INC.
JC1 0 1 2UIU .
... ..

SITE DEVELOPMENT PLANS FOR
SAM 'S CLUB NO . 6573mO4
JACKSONVILLE , NORTH CAROLINA
RR 135E RL
FOR
1170 WESTERN BOULEVARD
ONSLOW COUNTY, NORTH CAROLINA
UTILITY AND GOVERNING AGENCIES CONTACT LIST:
EROSION CONTROL DEPARTMENT OF TRANSPORTATION
PLANNING DIVISION NORTH CAROUNA DEPARTMENT OF TRANSPORTATION N
815 NEW NDGE STREET ONSLOW COUNTY REPRESENTATIVE
JACKSONVLLE, NC 28540 124 DIVISION DRIVE
[phone] TEL WILMINGTON, NO 28401
[phone] FAX [phone] TEL SHEET INDEX:
CONTACT: PRATT SIMMONS [phone] FAX
CONTACT: H. ALIEN POPE w E Sheet N0: Sheet Title
ENGINEERING DEPARTMENT ZONING DEPARTMENT S - s C01 COVER SHEET
815 NEW BRIDGE STREET PLANNING DMON svi
JACKSDNVIU& NC 28641 B15 NEW BRIDGE MEET ��� ALTA-AGSM LAND TITLE SURVEY
[phone] TEL JACKSONVILLE. NC nW
[phone] FAX (9�C -5 n JACKSWILLiE N MgINEl31 SV2 ALTA-ACSM LAAND TITLE SURVEY
CONTACT: GREGORY K MESHAW ( 1 w. SV3 ALTA-ACSM LAND TITLE SURVEY
CONTACT: TOM ANDERSON
R SV4 ALTA-ACSM LAND TITLE SURVEY
SV5 ALTA-ACSM LAND TITLE SURVEY
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT N^� EG 1 EROSION AND SEDIMENT CONTROL PLAN SITE MAP PHASE 1
UTILITY/ GOVERNINGE6-2 EROSION AND SEDIMENT C
AGENCIES
CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBIUTY- R�� C�Le -E)NTRE)L PLAN SITE MAP PI ASE 2
as PIEDMONT NATURAL GAS -COORDINATE CONSTRUCTION ACTP*MES WITH GAS COMPANY TO ENSUFE -SERVICE FROM THE POINT OF CONNECTION
NEW BERM. NC INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB AT THE EXISTING LINE UP TO AND INCLUDING EG.3---F C ION AND SEDIMENT GONTROLDETAILS
- A
CONTACT: T. MINN IRAN PLACEMENT SETTING OF METER WILL BE BY THE GAS
(252) 834-165' EX 2539 TEL -THE GAB COMPANY
PROTECTION AS STT°Y'" ON 7NE PLANS AND PER - Y RELOCATION OF DUSTING WILL BE DONE SITE LOCATION MAP TR�I 1 .,
THE GAS COMPANY REQUIREMENTS
BY PSNC ENERGY.
1FT-FPNON¢ EMBARO -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY -TELEPHONE COMPANY WALL PROVIDE AND NTS CO2 SITE ['u1N
JACKSOMILLE. NC TO ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETDC INSTALL ALL TELEPHONE CABLES FROM THE
�O RO—CAR OLL SAGE -PRONE AND INSTALL TEL PRIOR TO ASPHALT OR �SCHEDULEENT POINT OF 40 PVC CONDUITS WITH ANY REIMATWN CONNECTION
EXISTING WILL BE UP TO THE BUILDING
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILUNG. FROM BY THE TELEPHONE COMPANY CO3 GRADING PLAN
THE RISER POLE UP TO THE BUILDING
-PROVIDE AND INSTAL. PULL BOXES AS PER TELEPHONE COMPANY
REQUIREMENTS 04 UTILITY PLAN _
ELE>.� PROGRESS ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO -ELECTRIC COMPANY WILL PROVIDE AND
P.O. BOX 1551 ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED INSTALL ALL MATERIALS NEEDED TO ESTABLISH
RAIEIGH, NC 27602 PRIOR TO ASPHALT OR CURB PLACEMENT PRIMARY CVERHEIIO SERVICE FROM POINT OF C05 LIGH`flNG PLAN
CONTACT: VIDIQE POE -PROVIDE AND INSTALL 2-4' SCHEDULE 40 PVC CONOUIPS WITH PULL CONNECTION AT THE EXISTING LINE UP TO .
(919) 774-26°` TEL UNDERGROUND PORTNG IONS OF THE°PAY FROM THE RISER POLE UP -E E TRANSFORMER
CT C COMPANY WILL PROVIDE AND - C06 SITE DETAILS-1
TO THE TRANSFORMER. SCHEDULE SO PVC CONDUITS SHALL BE USED ON WALL PRIMARY CABLE FOR ALL
THE RISER POLE AND RIGID META. LONG RADIUS. ELBOWS SHALL BE UNDERGROUND LINES UP TO THE
USED WHERE THE UNDERGROUND PORRON MEETS THE RISER POLE AND TRANSFORMER C07 SITE DETAILS-2
TRANSFORMER --ANY RELOCATION OF EXISTING LINES OR -
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANY'S POLES WILL BE PERFORMED BY TIE-SPF%? �� ALL �, SERVICE AND MATERIALS MATERIALSELECTRIC COMPANY C08 SITE DETAILS-3
SANITARY SEWER CITY OF JACKSONVILLE -PROVIDE MO INSTAL. SAANTAtY SEWER LINES AND ASSOCIATED -
815 NEW BRIDGE ST. APPURIENANCES PER THE PLANS AND SPECIFICATIONS 9 UTILITY DETAILS-1
JACKSONVILLE. NC 2&%0 -ALL PUBLIC AND PRIMATE SANITARY SEWER LINES SHALL BE PVC AND
CONTACT: LEAN PALAOINO RATED SOR 26 UNLESS OTHERWISE NOTED -
[phone] -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF NOTES: 10 UTILI, DETAILS-2
RECORD AND THE CITY OF JACKSONVILLE PER THE sPECIFICKRONS
X&M CITY of JACKSONVILLE -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED APRIRTENWICE4 THE SITEWORK FOR THE WALIdART PORTION OF THIS PROJECT SHALL MEET OR EXCEEDJAC C11 UTILITY DETAILS
BLS NEW BRIDGE ST. PER THE MANS AND SPECIFICATION
CONTACT-
NC 26540 -ALL PUBLIC AND PRIMATE WATER AWNS SHALL BE C-900 PVC. oR� THE "WALMART STANDARD SITEWORK SPECIFICATIONS." C12 DRAINAGE DETAILS - 1
CONTACT. 524EAH PALA]fH0 -LPORRTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE
(91 D) 036-5249 INSTATED BY A LICENSED FIRE SPRINKLER CONTRACTOR OINSMM f � o�EN� UMAY N � IRATOPROTECTION RELATED LINES wn BE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR C13 DRAINAGE DETAILS - 2
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING L01 LANCSCAPE PLAN
RECORD MID CITY OF JACKSONVILLE PER THE SPECIFlCAIIONS
-RELOS TO BE COORDINATED WITH C17Y OF JACKSONVILLE. POSSESSION AND THE FINAL CONNECTIONS OF SERVICES.
L02 LANESCAPE DETAILS
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE
BEEN DISTORTED DURING THE REPRODUCTION PROCESS.
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 APPROVED G,''
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, NORTH CAROLINA ENVIRONMENTAL
INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. MANAGEMENT COMMISSION
DIVISION OF WAIT ER QUALITY
17eca:�lx. 5� �cx�b
OWNER: SURVEYOR: ENGINEER:
SAM'S REAL ESTATE BUSINESS TRUST R.B. PHARR & ASSOCIATES, P.A. KIMLEY-HORN AND ASSOCIATES, INC.
SAM WALTON DEVELOPMENT COMPLEX 420 HAWTHORNE LANE 4651 CHARLOTTE PARK DRIVE SUITE 300
2001 SE 10TH STREET CHARLOTTE, NORTH CAROLINA 28024 CHARLOTTE, NORTH CAROLINA 28217 V
BENTONVILLE, ARKANSAS 72716-4050 [phone] TEL (704) 333-5131 TEL
R*ALEFI [phone] [phone] FAX (704) 333-0845 FAX
CONTACT: JAMES CAf,IERON, P.L.S. CONTACT: AUSTIN L. WATTS, P.E. ••'""""''•
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NOT FOR CONSTRUCTION
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FOR
1170 WESTERN BOULEVARD
ONSLOW COUNTY, NORTH CAROLINA
SHEET INDEX:
UTILITY AND GOVERNING AGENCIES CONTACT LIST: Sheet No: Sheet Title
C01 COVER SHEET
EROSION CONTROL DEPARTMENT OF TRANSPORTATION
PLANNING DIVISION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION N G GENERAL N c+OTr
815 NEW BRIDGE STREET ONSLOW COUNTY REPRESENTATIVE QRIVE
JACKSONMLLE, NC 28540 124 DIVISION DRIVEGe2A PERMITS
[phone] TEL WILMINGTON, NC 28401 HEN�ERSON o
[phone] FAX [phone] FAX m
TELSV1 ALTA-AGSM LAND TITLE SURVEY
CONTACT: TOM ANDERSON CONTACT: H. ALLEN POPE, PE _ w E SV2 ALTA-AGSM LAND TITLE SURVEY
ENGINEERING DEPARTMENT ZONING DEPARTMENT o z s
SV3 ALTA-AGSM LAND TITLE SURVEY
815 NEW BRIDGE STREET PLANNING DIMSION SV4 ALTA-AGSM LAND TITLE SURVEY
(910) 938-52, NO 2B541 815 NEW BRIDGE 21354 SITE
[phone] TEL JACKSONNLIE, NC 285�W
[phone] FAX [phone] TEL J'4CKS SV5 ALTA-ACSM LAND TITLE SURVEY
[phone] FAX JACKSONVILLE N. MAINE BLVD.
CONTACT: GfB=GORY K MESHAW
CONTACT: PRATT SIMMONS �AI
Pi PI 'AGING PbkN
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SEDIMENT PINE MAP PI 'AGE
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT m co z
UTILITY/ GOVERNING UN/Ry a EG 2 EROSION ANB 6EBIMENT GONTROL PLAN SITE MAP PI 'AGE 2
AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILJTY- �PO� c��e ^' AND GEDIMENT GONTROL DETAILS . 4
sm PIEDMONT NATURAL GAS -COORDINATE CONSTRUCTION ACENITIES WITH GAS COMPANY TO ENSURE -SERVICE FROM THE POINT OF CONNECTION
NEW BERN, NO INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CJRB AT THE EXISTING LINE UP TO AND INCLUDING � �rc+ t DETAILS
A 11 e+ " n
CONTACT: WILL PLACEMENT PlACEMT SETTING OF METER WILL BE BY THE GAS AND
[phone] TEL -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND PER COMPANY SITE LOCATION MAP
THE GAS COMPANY REQUIREMENTS -ANY RELOCATION OF EXISTING WALL BE DONE _BY PSNC ENERGY. EG EROSION
. T-Aa n [ r11. IENT GOAT ROCDETAILS n
m EPHONF EMBARO -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY -TELEPHONE COMPANY WILL PROVIDE AND NTS
JACKSONVILLE; NC TO ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED INSTALL ALL TELEPHONE CABLES FROM THE C 2
(910) 5n-9357 TEL PRIOR TO ASPHALT OR CURB PLACEMENT POINT OF CONNECTION UP TO THE BUILDING COZ SITE PL�a�,
CONTACT: JEFF sHET'PARD -PROVIDE AND INSTAL 2-40 SCHEDULE 40 PVC CONDUITS WITH -ANY RELOCATION OF EXISTING WILL BE DONE CO3 GRADING PLAN
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFlLLING, FROM BY THE TELEPHONE COMPANY
THE RISER POLE UP TO THE BUILDING
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY
REQUIREMENTS C04 UTILITY PLAN
ELECiBIC PROGRESS ENERGY -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO -ELECTRIC COMPANY WILL PROVIDE AND
2837 GUM BRANCH ROAD ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED INSTALL ALL MATERIALS NEEDED TO ESTABLISH
JACKSONVILLE. NO 28540 PRIOR TO ASPHALT OR CURB PLACEMENT PRIMARY OVERHEAD SERVICE FROM POINT OF
CONTACT: JACVJE LEE -PROVIDE AND INSTAL 2-4' SCHEDULE 40 PVC CONDUITS WITH PULL CONNECTION AT THE EXISTING LINE UP TO
[phone] TEL ROPES. INCLUDING TRENCHING AND BACKFILUNG. FOR THE THE TRANSFORMER
UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER POLE UP -ELECTRIC COMPANY WILL PROVIDE AND 606 FUELING GTATIONAI
To THE TRANSFORMER. SCHEDULE 80 PVC CONDUITS SHALL BE USED ON INSTAL PRIMARY CABLE FOR ALL
THE RISER POLE AND RIGID META., LONG RADIUS. ELBOWS SHALL BE UNDERGROUND LINES UP TO THE
USED WHERE THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER 607 WATER PbIkN AND rll
TRANSFORMER - Y RELOCATION OF DUSTING LINES OR MA r
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANYS POLES WILL BE PERFORMED BY THE
SPECIFICATIONS ELECTRIC COMPANY
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS 608 YT�/�1 I AND PROFILE
SANITARY S CITY OF JACKSONVILLE -PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
815 NEW BRIDGE ST. APPURTENANCES PER THE PLANS AND SPECIFICATIONS G99 61TE BETA 1 6 4
JACKSONNLLE, NO 2&540 -AL L PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE PVC AND TLC
CONTACT: MIKE MOORE �gNATE REQUIRED INSP26 UNLESS ECTION SERVICES WITH ENGINEER OF
SE NOTED
[phone] Gie SITE
RECORD AND THE CITY OF JACKSON PER THE SPECIFICATIONS NOTES.
MLJE
JNAlF6 81s OF EDGE ST. _PEAR THE PLANTS AND SPECIFIC O MAINS AND ASSOCIATED APPURTENANCES THE SITEWORK FOR THE WALMART PORTION OF THIS PROJECT SHALL MEET OR EXCEED v'n
540 JACKSONVILLE, NO 28 -ALL PUBLIC AND PRIVATE WATER AWNS SHALL. BE C-900 PVC. DR14
_ CONTACT: MIKE MOORE CLAW 200 THE "WALMART STANDARD SITEWORK SPECIFICATIONS." non I LTu ITv L�rTnn c+
[phone] -AL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE
INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR v lc. v llI-II v
INS � YAENE NON T PROTECTION RELATED LINES MAY eE
TwED B LICEMSD UTILITY CONTRACTOR. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR 6q3 UTIL+T.jLDETAILS 2
—COORDINATE CITY F INSPECTION SERVICES THE
WITH ENGINEER of UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING
RECORD AND CITY OF JACICiONVILLE PER THE SPECIFICATIONS
-RELOS TO BE COORDINATED WITH CITY OF JACI(80NVILLE. POSSESSION AND THE FINAL CONNECTIONS OF SERVICES. C14 DRAINAGE DETAILS - 1
STORM aTY OF JACIRsONVILLE -PROVIDE MID INSTAL ALL STORM SEWER LINES AND ASSOCIATED C15 DRAINAGE DETAILS - 2
815 NEW BRIDGE ST. APPURTENANCES PER THE PLANS AND SPOIF1G710N5
JACKSONVILL& NO 28540 -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE STORM SEWER ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY HAVE APPROVED
(�)936-52 PALADINO MATERIALS BEEN DISTORTED DURING THE REPRODUCTION PROCESS. {i-ANON NQR;W CAROLINA ENVIRONMENTAL
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN E02 NB66A.L^r DETAILS MANAGEMENT COMMISSION
INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR DIVISION OF WATER QUALITY
WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT IRA IRRIGATIGN nl AN fe( -
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, IR.2 IRRIGATION E)Fik c• OI —A-tN 2010
INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC.
APPROVED
OWNER: SURVEYOR: ENGINEER: WMeMOLWAMNOWN74
SAM'S REAL ESTATE BUSINESS TRUST R.B. PHARR & ASSOCIATES, P.A. KIMLEY—HORN AND ASSOCIATES, INC. MANAGEMEWCOMM0101f
SAM WALTON DEVELOPMENT COMPLEX 420 HAWTHORNE LANE 4651 CHARLOTTE PARK DRIVE SUITE 300 VIVIVONOFWATer WAUM
2001 SE 10TH STREET CHARLOTTE, NORTH CAROLINA 28024 CHARLOTTE, NORTH CAROLINA 28217
BENTONVILLE, ARKANSAS 72716-4050 (704) 376-2186 TEL (704) 333-5131 TEL
EIGH (479) 273-4000 (704) 333-8724 FAX (704) 333-0845 FAX
CONTACT. JAMES CAMERON, P.L.S. CONTACT: AUSTIN L. WATTS, P.E. •�N'CAF?O",,��
CHARLOTTE
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( ) i�� : BA�VTONNANHCErow DEED REFERENCE'S: 1868-715; 1188-354; 1243-159
(910)93"233 APPROX. R W DEED 974-483 a LOCATBDINASP1G=PZOODNAZARDAMUASS907ff V
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NOVEMBER 3, 2005 PAUPARM. TAX PARCEL S: 345-10.3; 345-10.6; 345-10.9
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/ 1 " a I • �I \ 1 r_ N , as ia�44,76 / Imp 1 /i^ I PIN: 345-10.2 D.B. 1174-626 i
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d W -- .�. PIAT 39-296 SPACES 6 5 6 ( ) Ay,6^ a o f R- 24'ACCESS EASEMENT
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ri A6.g I 5 \ 46 p, ( Z I PLAT 32 119 PUT 31-198, 32-779
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L123TWO20NROD;SOUTH 51000'31"WESTADLSTANCEOF30.04 FEET TO77MPOINT 77D^SLYTO CERTIFY THAT ON77M 17TH DAYOF MAY 20.-ANAmuz; 11.1 CVA YBRE R.B. PHARR & ASSOCIATES PA.
AND PLACE OFBEGWNWG;CONTAINING 721,870 SQUARE FEET OR165719ACRESAS SURYEY WAS MADE UNDER MYBUPERYJSI0NOF77WPROPERTYSHOWNON77ESPL4T,AND THAT=BOUNDARTLINES BAS0fiMANDRVt=1JQa r
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2008ANDL43IREi7SEDF7IBRUARY12,2009 (dLIPFILB>P3631q. FOR LAND SURYEYINGWNORTHCAROLWA,BOARD RULE.1600(21NCAC5 ANDTHERd7700FPRECMOffDQ0mr 02-1"-7VAWEnZ L0C4»
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FC NM NM 1" = 40' MAY 17, 2008 IJOB NO. 73479

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PIEDMONTNATURALGASCO. ~�I I e I 5 I i NOVEMBER 3, 2005 -_ , lIINIIN11t\t 1 0,VMAVHCW • TAX
x' fnl "� w / \ Y PARCEL #'S: 345-10.3; 345-10.6; 345-10.9
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1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18
/ SITE LEGEND LEGEND ❑_❑
c HOUSE 6' WIDE FIRE LANE STRIPING TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED WITH 4" HIGH
0 r I O WHITE LETTERING AT 25' O.C. (SEE DETAILS SHEET.)
_ Kimley-Horn
o / 1:owloeNvalwGB
--�'"�� BECf10NV-A � HOUSE B NOT USED.
-` PUT 35-06 O PROPOSED EXPANSION BUILDING
�r BUILDING � / 'f I ZONED: TCA / PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF and Associates, Inc
48M CHARLOTTE PARK DRIVE
A 1fN ABBINOTONseeuc WRRENT USE RESIDENTIAL O TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIP PERPENDICULAR TO BOTH ENDS UNLESS NOTED
D.B. 2577-217 OTHERWISE. SEE SITE PLAN FOR WIDTH. PROPOSED 18' CURB AND GUTTER (TYPE 'A') CHARLOTTIL NORTH CAROLINA 28217
BUILDING q PLAT 37-217 '� s'' '� •1 \ / I HOUSE HX ha) may,
M'3U R - PIN'. 345-10 PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. - PROPOSED 1 CURB AND GUTTER TYPE A rAx (7a) 3 __Do
m I ZONED: B , I / WITH 3' HEAVY DUTY CONCRETE BUFFER © ems
CURRENT USE APARTMENTS / E "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL (SEE DETAIL SHEET).
-, -
'a* "�'' � � CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL OF ALL EXTERIOR CONCRETE PROPOSED 16" CURB AND GUTTER (TYPE "8")
L EXCLUSIVE OF ARCHITECTURAL CONCRETE). (SEE DETAIL SHEET) A•,,�''�
ffGN 5• �ftsE wu>:c,aa s[,e.cx NOTE: CONTRACTOR TO ROUT, CLEAN AND SEAL ALL EXISTING JOINTS AND CRACKS THAT ARE NOT - - -_ ��•` �N
NTeEGAL CURB S OTHERWISE REPAIRED. ESS%•••••
MOUNTABLE g1RB - -
B • - AIRS = _
/ JJ 30. SECTION OF EXISTING 24 CURB AND GUTTER
k O EXIT PORCH (SEE ARCHITECTURAL PLANS) FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS I ASSOCIATE PARKING - •2�0� <' ,
°D. nP\ °�-�_--?- - i;.'.'.'.•L'`. ^' Q H :' '.•� :•. ';; . : .. - H '�.�. - - •�° AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH TOP OF STOOP.
A
O 6'0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. (SEE DETAILS SHEET.) 30
PARKING SPACES f .
��0p''_SEC110N ff o -O. � ' � °�r � : ° ., }.' -''. " ' •-'-..• X � OF PCID � GREASE/OIL SEPERATOR (REF. ARCHITECTURAL PLANS). ; T � . -
II9JNTABLE CURB °° -° ° "° . I ° ° -�e. 6. - :6a. • .. (.:.:.'.'.'.'�...'.' .'. } CC C DOUBLE CART CORRAL '�`r P�.•�
° H .Wa.� H ':' . . I 4' WIDE x 130' LONG YELLOW PAINTED TRUCK AUGNMENT STRIPES. N L.
P i2o.o ) P K .
P ............ •... ..�
Z ;.'h• . Z AMSRBALBsrAT9Bus1N1SSTR 12'x36' CONCRETE COMPACTOR PAD AND 12' X 36' HEAVY DUTY PAD (ORIENT FOR TRUCK
9o' P _° .- J ° ,,j V L ' a . . • I D.B. 3159-91 LOADING. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. PROPOSED HEAVY DUTY ASPHALT PAVEMENT
H ° ---- -mo, I , I PIN: 345-10.6 x ) ... ................
'Z Ml k-k n� 'f}l:k FW E } - -
c - 185.2' ",.,, .� / ° ` H J Ap 4 117,361 SO. Fr. OR a
0 COSUM TOW ...m� � . . I 28942 ACRES TRANSFORMER P LOCAL Y F DETAILS.L CONCRETE TR NSFOR ER AD CONTRACTOR TO COORDINATE WITH OC POWER COMPANY OR
° ,,,.�� . . �. � .�:��:�:�:� Y��,-�� ' � ST--�1� ZONED: II-, � PERMIT SET
� a PROPOSED HEAVY DULY CONCRETE PAVEMENT
1 ,z� ( 1 ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE
C PP °' - END N - H 262.s' a..ooa ';:� I CURRENT USE VAGNf --. --- -
B "`"" I MARaROtmo>�trlesuc AND SIGN ('VAN'-INDICATES VAN ACCESSIBLE SPACE) - -i EXISTING HEAVY DUTY CONCRETE PAVEMENT PRELIMINARY
D.B. 2296-21 PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SYSL/4' AT - _ NOT FOR CONSTRUCTION
S Z x PUT 32-119 1O 2'-0' O.C. PERPENDICULAR TO THE PARKING SPACE. - (SEE DETAILS SHEET.)
T PIN: 345-10.7 =i TRUCK DOCK HEAVY DUTY CONCRETE PAVEMENT
II * ZONED: 0-1 8' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/12- WITH INSIDE STRIPING PAINTED
EXPANSION AREA x CURRENT USE: COMMERCML SWSL/6' AT 2'-0" O.C. PERPENDICULAR TO EDGE LINES. (NOTE: 2% MAXIMUM CROSS SLOPE) SITE DATA TABLE
TOP OF POND CART CORRAL TYPICAL-SEE DETAIL SHEET FOR SAM'S CART CORRAL DETAIL (SAM'S CART
x 25.0' , BB CORRAL LOCATIONS ARE FIXED AND MUST BE CONFIRMED WITH SAM'S MANAGEMENT). Commercial p
NN Proposed Use O
. 10' X 15' STRIPED AREA PAINTED SYSL/4- AT 45- 0 2'-0' O.C. AT JIB CRANE LOCATION. Shopping Center g
G x S PROVIDE TRUCK ACCESS. - (SEE ARCHITECTURAL PLANS.)
Existing Building Square Footage 111,849 z
D BUILDING I POND I C as.e' R 2'-0' LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW STRIPING AT Proposed Building Square 140,300(Total LL
#1250 Il v t 2'-0' O.C. PERPENDICULAR TO PARKING SPACE - (SEE DETAIL SHEET.) LL
Footage Approximate) U.I
x I R x OS 18" CONCRETE
L SHEER] AND GUTTER TYPICAL TYPE A UNLESS OTHERWISE NOTED. - Zoning B-1 (p i O PAINTED DIRECTIONAL ARROW TYPICAL - (SEE DETAIL SHEET.) Total Area(acres) 16.57 LU
R Total Disturbed Area(acres) 16.0(Approximate) J
NN H BUILDING SETBACK LINE PER ZONING ORDINANCE. z
G ONE STORY .n.e,". I Open Space (acres) 13.44 O
m BLOCK BUILDING
EXISTING WET BLOCK
� Z ;. I -TOP OF POND x 'NO PARKING FIRE LANE" SIGN. SEE PLAN FOR LOCATION. Approximate Existing Vehicular 6.82 Y
DETENTION x I ?. 111,849 SO. FT. lrJ� cc cc - . ( x Surface Area(acres) U
BASIN#1 TO BE AISLE INDICATOR SIGNS TYPICAL - (SEE DETAIL SHEET.) Q03
E .a MODIFIED STORE N0. 6573-04 69.61 WET O (NUMBERS TO START FROM LEFT AS YOU EXIT THE BUILDING) Approximate Proposed Vehicular z
- - I I � DETENTION 10.54 LL O
v.
RR-135E-RL SAM'S EXPANSION .WQ BUILDING TEMPORARY CONSTRUCTION EASEMENT Surface Area(acres) O
BASIN,R2
x 127,776 SF EXPANSION (APPROX.) w I x p1144 O -NO TRUCKS- SIGN. - (SEE DETAIL SHEET.) Required Landscaped Area(sf) 55,090 ULU
I 111,849 SF EXISTING SAWS Required Interior Landscaped
CD LU
G i I O 'TRUCK ROUTE' SIGN. SEE PLAN FOR LOCATION. Area(sf) 27,545 rn
_ ': 139,625 SF PROPOSED TOTAL ' 0' Interior Landscaped Area sf 30,634
- 'STOP' SIGN, STOP BAR, AND STOP TEXT. (SEE DETAIL SHEET.)
i FFE = 46.77 /� m a 0PROAMU Exterior Landscaped Area(sf 70,000 co p
Ti T x I sAMSRrull BSTATeBDSNGS6TRusT I kv Il D.B. 2296-21 BB GUIDERAIL (SEE DETAILS SHEET.) Sam's Real Estate
D.B. 1868-715 G e� PUT 32-11a Parcel Identification Man H.Chow Tony Chow -
F ( Il PLAT 30-76 BB PIN: 345-10.7 Business Trust z
PIN: 346-f0.3 T .T . .P 'E".' '-•. °1 `" CURRDrr �/ � CC VEGETATION FREE ZONE. (SEE DETAILS SHEET) . LL
603,979 SO. FT. OR 13.6655 ACRES p ' C0MNfftsL Deed Book& Page Number 1868715 1188354 1243159
__ G 67.5' ZONED: B-1 cc cc - p A,
- G A G CURRENT USE COMMERCIAL O D II I 99M INTERIOR LANDSCAPE ISLAND. (SEE DETAILS SHEET.) TBX Ma Number 2820 19344 54886
- I X 1841 II D E D �,°o - NOT USED Parcel Number 438817104286 438705198907 438705192697 W IX o
EXISTING TRUCK DOCK WELL - REFER TO ARCHITECTURAL PLANS. SAM'S CLUB SITE DATA
A
G : V " " R� _ " < I V LIGHTING FIXTURE, POLE, AND BASE - (SEE DETAIL SHEET) - REFER TO PHOTOMETRIC SAM'S EXISTING 13.86 AC U
PLAN FOR SPACING, REFER TO ARCH. SITE LIGHTING ELECTRICAL PLAN ~ ' z W ^ o
- :.' .� .'. .':• . .'.' . f- . . • VV .-. :':--:�'.. . .' • .'.'.• �' -- ' P .�. E ' � -. .� - D.'..� ..'.'.' .e' ( -- TOTAL EXISTING 13.86 AC Hy
O zw o
ADA ACCESSIBLE WHEEL CHAIR RAMP W ACTILE STRIP- S W w < o R... - - - - -J 3 ( /T (SEE DETAIL SHEET) F I- ¢G :9AM15:C3TDc S F - W +- ' COG7
o ". ./ V T SAM'S PROPOSED 16.57 AC J D- z 1
5' CONCRETE SIDEWALK, H O 2 C4
TOTAL PROPOSED 16.57 AC a I-
d:':.'' b Z W
_ :' ° E .QO. R - -- -- JJ BALE AND PALLET RECYCLING AREA (12.5' X 90') WITH CMU SCREEN WALL (REF: ARCH/MEP PLANS) W W w w ¢ �.
:. :. :.:6;. 1.. 4 R 29.4' - SAM'S CLUB EXISTING PARKING DATA Ziz
J J
Q I D . , Rs , ASSOGATE PARKING SPACES - PAINTED SWSL (SEE SITE PLAN FOR LOCATIONS.) z o w
m. DDOR ce cc T W .: .' I l ° ` 1� O o > F
- - - I I P P M c Pi4 LL PROPOSED RETAINING WALL SAWS SUPERCENTER 111,849 $Ff a z
Q cc cc M M " o• STANDARD SPACES 563 SPACES ¢ O
ACCESSIBLE SPACES 12 SPACES w
FIFE . �. II 4.0 4• 9.O' CITY OF JACKSONVILLE TYPICAL MAJOR GREENWAY (SEE DETAIL SHEET) TOTAL 575 SPACES y ¢ m
E
H 1222 a cc cc cc P 5.14 SP 1,000 SF
cc cc R WET DETENTION PARKING RATIO z
I O 4' BLACK VINYL CHAIN LINK FENCE / w
BASIN#3 OUTDOOR DISPLAY AREA SAM'S CLUB PROPOSED PARKING DATA
1 27S b 4 b 4
o ff. .• . yam.. . . .: . M Rs°o' <L`0� PP GATE TO DETENTION POND SAM'S SUPERCENTER 139,625 SFt
' ' O P cc cc 5o D a - STANDARD SPACES 548 SPACES W
¢:. :. s• S' T STRIPING LEGEND ACCESSIBLE SPACES 14 SPACES j
ce RS R 19.0' E . :':- CART CORRALS 28 SPACES J
° . . II I °, I SWSL ® 4" - SINGLE WHITE SOLID LINE 4" WIDE
/ -COMPACT CAR SPACES 0 SPACES
1 ° o _ :' O :; Rioo SYSL 0 4" - SINGLE YELLOW SOLID LINE / 4" WIDE TOTAL 590 SPACES Z
DYSL ® 4" - DOUBLE YELLOW SOLID LINE / 4" WIDE c z a O
Rso, RS • R e`° E R I SYSL ® 10" - SINGLE YELLOW SOLID LINE / 10" WIDE PARKING RATIO 4.23 SP/1,000 SF CID O Q U ¢
o 40 ;,S - BUILDING h
#1128 SWDL ® 4" - SINGLE WHITE DASHED LINE / 4- WIDE r ¢ LU 0 z
25.0' I SWSL ® 24" - SINGLE WHITE SOLID LINE / 24 WIDE CODE REQUIRED PARKING DATA o
STEP E 51EPNHMd,.&V,CNOL RUDOIPN n TD , 00 (n O
NJ. TICKII.R SWML ® 4" - SINGLE WHITE MINI-SKIP / 4 WIDE V w X
cc cc _ _ _ _ _ _ r SAM'S SUPERCENTER 139,625 SFt p ,a O O z Q
PUT 32-119 a M i m O (�
c = = c- = c - _ PIN: 345-10s I NOTES STANDARD SPACES 54s SPACES .J z _j z
44.0 = Sao s3.o' s3.o' _ s3.o' _ = 63.0' _� s3.o' . ; LL zaNED B , ACCESSIBLE SPACES 13 SPACES e W w Lu
mac°s:s -__ _ W� � �Q�I& 1. ALL CALCULATIONS BASED ON TOTAL GROSS AREA OF BUILDING. TOTAL A m rc LL Lu j p
BUILDING _ K = _ _ __ 25.0' -_ _ c I 2. SAM'S PREFERRED PARKING (5.0 SP/1,000 S.F.) PARKING RATIO 4.00 SP 1,000 SF 0 p w z z
_ �'
SrnNr�1BST5 4 .uc I __ �� __ _ _ _ _ _ _ _ _ = T c_ _ � m^1.. CODE REQUIRED PARKING (4.0 SP/1,000 S.F.) / Vco
a 3 Y
J ceossNumlaDNavmormLsuc PUT 39-29 ! I __ = R = _ = T - _ T __ __ _ R _ __ T r : i I 3. NO SECURITY CAMERAS ON THIS SITE. V
D.B. 1445-305 PIN: 345-10.4 pp I - - pp _ _ pp _ _ y
31.6' ZONED; B-1 V 4 c V 4 c - - _ c = c V 4 c 'SANfSR,i,I,PSTATEBUSBVHSSTRU6T ,-m'NH.em>Hxc LINE 4. ALL SIDEWALKS 5 IN WIDTH UNLESS OTHERWISE NOTED.
PUT 34-26 CURRENT L1sE COMMERCIAL : : II D.B. 3159 9, °� 177�m I 5. REFER TO LIGHTING PLAN FOR LIGHT POLE RELOCATIONS AND REMOVALS. c~i
PUT 36-65 .'. PIN: 345-10.9
PIN: 345-10.18 "°""° 530 SO. FT. OR 0.0122 ACRE 6. EXISTING POND TO BE PARTIALLY RE-LOCATED TO SOUTHEAST SIDE OF BUILDING.
ZONED: B-1 ° I R700' R7�0' R7�0' U Rlgo' R35.O R/° •36.0' i CURRENT I 7. THE SITE IS NOT AFFECTED BY FLOODWAYS, FLOODPLAINS OR AREAS OF ENVIRONMENTAL CONCERN. a y
CURRENT USE COMMERCIAL �...- R1o.o' ey° U g N o 24.0' ' i 8. ALL SIDEWALKS (NEW & EXISTING) SHALL BE FREE OF CRACKS, BREAKS, AND OTHER DEFECTS PRIOR TO REGEVING A CERTIFICATE OF OCCUPANCY.
�9s S 9. THE PROPOSED AMOUNT OF DISTURBED AREA IS 16 ACRES. THIS AMOUNT IS PENDING FULL EROSION AND SEDIMENTATION CONTROL DESIGN.
R, IT11411%,111 11 11 11 11 11 11 50.0. 10. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE NOTED.
11. ALL CURB RADII AT THE END OF PARKING AISLES ARE 10', AND 5' ON INTERIOR ISLANDS, UNLESS OTHERWISE NOTED.
• a:sa�T ;� ,; ' :..: 12. ADA PARKING SPACES SIGNS ARE TO BE INSTALLED WITH A 4' BOLLARD AND CENTERED ALONG THE PARKING SPACE LINE, SO THAT IT DOESN'T INTERFERE WITH
- - -- -- -- ---- -- ---- ------- ---- -- -- -- -- PARKING SPACE AREA SEE DETAIL SHEET.
CL K EX EX-ROW -EX-ROW- EX-ROW EX-R❑W EX-R❑W ` EX-ROW APPRO , R/W la 13. REFERENCE DETAILS FOR NEW ASPHALT AND CONCRETE PAVEMENT DETAILS.
W jj //j \ 14. ALL EXISTING ASPHALT PAVEMENTS SHALL BE OVERLAID. PAVEMENTS DEPICTED AS STANDARD DUTY ASPHLAT SHALL RECEIVE A 1.5' SF-9.5A OVERLAY. PAVEMENTS Z
~ ILI �� / Z ' ___ DEPICTED AS HEAVY DUTY ASPHALT SHALL RECEIVE A 2' S-9.5B OVERLAY. Q
ExsnxcsAM's 7, 4 15. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. J
PYLON SGN 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK a
---
- - - DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. W
Y - -- 17. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900
-------------- ------ --- --
___ - -- - - SPECIFICATION. I�
- ~ 18. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
L \ EXISTING SIGNAUZED 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE,
NTERSECIION. SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
° - 20. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR.
21. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE WAL-MART STANDARD SITE WORK SPECIFICATIONS'.
- - -- - - 22. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. F
~'\ f WESTERN BOULEVARD - N.C.S.R. f47O -- ! 23. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
( P f/ DESIGNED BY: ,JCW
It (NCDOT PROJECT: U031441. SHEET 14) \� I DRAWN BY: JIM
M EX-R °%' EX-R❑W EX-EX (DEED °T�(-ROW EX-ROW EX-ROW EX-ROW E�Y(��1V CHECKED BY: ALW
N.G.S. MONT. 'T 214• -'{' On DATE: 01-19-09
N.C. GRID ,10 53 GRAPHIC SCALE
N: 374,6 3.02 4 ..... PROJECT#- 015476084
E: 2,478,673.02
ELEV: 27.01' (NAND BB)
1 �632� 80 0 30 60 120
ON CENTEI}
TAW CO2
U �- ( IN FEET )
1 inch = 60 ft.
THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HERON, AS AN INSTRUMENT OF SERVICE, 15 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 IOMLEY-HORN AND ASSOCIATE$ INC. SHALL BE WITHOUT LIABILITY TO KMLEY-Hp2N AND AS90GATES, INC.

1 1 2 1 3 4 1 5 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 16 17 18
` � EXISTING LEGEND PROPOSED LEGEND c2mmn
�.d
owE Kimley-Horn
and Associates Inc
VllUtt t tANOSCPPE
A owq
u i �t EXISTING ELECTRIC E E PROPOSED ELECTRIC 4651 CHARLOTTE PARK DRIVE
SUITE 300
I� NEW Ir WEJDNS 375ADA �� I / - — EXISTING FIBER OPTIC FD
CHARLOTTE, NORTH CAROLINA 2=7
PROPOSED FIBER OPTIC 613+
1 /
FA7f: (704) 533-°W�6
aPow N noTemc =
PROPOSED I c _ _ I I __ / EXISTING SANITARY �—ss�— PROPOSED SANITARY Y — — +., 'S
:vFu COOD PVC WATER — _ —�_ /
y •Cu "':. ,vK NEW 3" WATTS 709 uQc �__ .Ea. - cr UT ui ♦♦�W uR�0
I DOUBLE DETECTOR Le D E — — — — — — _ _ EXISTING TELEPHONE PROPOSED TELEPHONE CA p
PURL Box VALVE N HDTBDIL a' F omenoN _ 0 511NG LIE ;' .........
�5• </ ;
caaEGT1aN To
1 ( — _ - _ -- - IL �D w EXISTING DOMESTIC WATER w—�-�3 �QOF
\\ _ '� PROPOSED DOMESTIC WATER
B x1o�EcmaN-_-.-.._- -- ------ -- - — ��- �� fi1•.
•.
M x j w EXISTING FIRE WATER —LF'.r- ; PROPOSED FIRE WATER
EDSIING WA fW TE i 7 1 �"� I,u + X Y ,�.•• ,
MEN w I< I ! i I II UTILITY LEGEND .,,��N��♦♦�(♦P
I :I
EXISTING 6' SANITARY SEWER LATERAL COORDINATE WITH ARCHITECTURAL PLANS.
7
x A
_ 12"7{8" TEE I ��z' , I I 20' PRDPD$EO
I N]pRECRON- ��,,,,�I 0 I� � fie, I ( UTIUTYEASEMENT I GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE PERMIT SET
x + I O BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE WITH GAS
C K - EXISTING ISH40E ENTRY I II I I` L - ` - COMPANY FOR TYING OF INDIVIDUAL METER.
DEW m BE REuo�m PRELIMINARY
'"L°`-a n � ."'• FDC FX6TING ELECTRIC ENTRY �-,_g' '
-- -- - CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE NOT FOR CONSTRUCTION
J, I TO E REMOVED 6.gym_ x ` I C SIZE AND INSTALLATION OF GAS SERVICE LINE.
H gnu oII
CONTRACTOR TO CODROINAIE UNDERGROUND ELECTRIC TO BE EXTENDED BY ELECTRIC COMPANY. CONTRACTOR TO
CCLEANOUNVER T $ WITH OEM FOR I OD PROVIDE & INSTALL CONDUIT. COORDINATE WITH ELECTRIC SERVICE PROVIDER FOR
I __=_ PBNATWNS THAT INVOLVE
I I EXACT REQUIREMENTS.
CLEANOUTATER ENTRY TO __ CONFLICT
I x INVERT. 41 jry E REMAIN I" COM CATIONS LIMES. ( EXISTING LOCATION OF TRANSFORMER PAD. IF TRANSFORMER PAD IS TO BE 0
PROPOSED 1' TAMPER - _ - - - - - - O RELOCATED, SEE UTILITY LEGEND NOTE (P) O
I SWITCH ENTRY
I r ° PROPOSED 4" I - I ,�.NE UNDERGROUND TELEPHONE TO BE EXTENDED BY TELEPHONE COMPANY. CONTRACTOR Z
' _. — — — — — J OF TO PROVIDE & INSTALL CONDUIT. COORDINATE WITH PHONE COMPANY FOR EXACT g
c�
u 1' TE1fPHOE ENTRY 'x7 - -I
D ' B C - - - - LOCATIONS. d
- NATURAL __ _ I� _ {, I CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR LU
�'=U x-� .rE - " y: I nwru mxws O THE INSTALLATION OF UNDERGROUND TELEPHONE LINES. CONTRACTOR TO COORDINATE E-
I I ! - x WITH TELEPHONE COMPANY.
GAS ENTRY COORDINATION OF TH ONSITE GAS LINEi .__ I s-- x ILI
J sl ' FOR ImUTNc OF FUTURE
I3 i SIpO csK.s INTER�7pR I( [Y msau I� 3 I O TRACTOR SHALL BE RESPONSIBLE FOR J
EXISTING 3 DOMESTIC WATERLINE ENTRY CON
CIFANOU f, I W O CAL EI EWER PPE FROM __ ♦_ - moo,,, �, INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW Z
x INVERT, �� m i 1 BUIDNG RUN AT 11G YNMRI ! i „� - '�, ° PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR TO O
EXISTING WET r REF, µCH�WEP PLANS x
COORDINATE WITH THE CITY OF JACKSONVILLE PUBLIC WORKS & UTILITIES. Y
DETENTION PROPOSED I x WET PROPOSED 8" FIRE LINE ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY ' Cn
BASIN#1 TO BE I 6•PVC SANIT/iRTj 1Y C900 O APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED T0, A RPDA Z
E MODIFIED aFANarr STORE N0. 6573-04 T BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC.,
INVERT. 39.97 i , � st I DE E ENTION 0 w
�I RR-135E-RL SAM S EXPANSION 4 k I BASIN#2 MEETING WITH THE CITY OF JACKSONVILLE PUBLIC WORKS & UTILITIES.
x PROPOSED ; L 27,776 SF EXPANSION (APPROX.) I x LUj
UTILITY EASEMENT u i 111,849 SF EXISTING SAM'S 3 I x O EXISTING 6" SANITARY SEWER SINGLE CLEAN OUT
139,625 SF PROPOSED TOTAL REMOVE EASnNG OIL I I O FIRE HYDRANT ASSEMBLY INCLUDES 6" C900 PVC PIPE AND 6" GATE VALVE ~
a
_ + Cl)
x INTERCEPTOR D
FFE = 46.77 BEINGASSOCIREDS PI
PING NOT i� - --I - -! '� _ O 12" X 12" TAPPING SLEEVE AND VALVE �
F D FITTER (P1105 ZDISPOSE
BEING REUSED. PROPERLYRE_ - -- - - - - - - -
#� _ pCRp� PLANS 0051NG SANITARY
OF CONTENTS. O
F CLEANOUT SEVER ENTRY ' "� .�. `� = Z
RCAROHAEP PLANS u xa.aa,aa n ,se,
e NVER7: 369 w I fU ' I �s na,o.a.u"g �+a M CUT AND CAP THE EXISTING MAIN AFTER THE NEW MAIN HAS BEEN INSTALLED,
1Y GATE VALVE MEW F11C1PoC [ELL A S COOK FOR POE 750 GAL OIL B I - TESTED AND ACCEPTED.
O RE ARCH/MEP PLANS IOOO GAL GREASE MOUNTED SECURITY CAMERAS INTERCEPTOR (REF.
I ,J INTERCEPTOR ,r ARCHITECTU PLANS) ' I-� - - - - - - - - - - - O 6" X 6" TAPPING SLEEVE AND VALVE X
I, REF: ARCH/MEP PLANS ...�... ,.-- - I - {{� LU
�— ( �' �.I I �'� a
" �� I ..... ...... ...' ". "`. ' EIIING- ° + T; ` �� h Ye` I _ CONNECTION - ST THREADS REWIRED - 6 C900 PVC TO
I• RPZHYORANT f _ ' ! �/� BUILDING
a I I O FIRE DEPT 2 N F O V-
' ! F�.kris ' ,. I - ,r tii-' - fYEANOUT - -- --� , - - - - w_ — w ,��° „m-.i,a s"� I `I MO EASER, _ / nww+ - - - - - - - -- - - -- O 1- 1�
� � I
CwrPER
, � _ _ _ a '"a� ' a'� � e� x Ir N
_ �N� T - - - -- -- - fi ♦r �2-1R PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR 1'0 VERIFY EXACT LOCATION AND SIZE Lu LU W co p
(_, 50' aa-m + NAi s sa,,z-ne Z W p
l ,, -.�-_ «, _ - _ _ - - - - _ - WITH POWER COMPANY PRIOR TO INSTALLATION. fXN1RACTOR SHALL BE RESPONSIBLE FOR LL to o
G oa,am - -i - - --- - -- - J lY GATE VALVE - INSTALLATION OF CONCRETE PAD. CONTRACTOR SHALL PROVIDE & INSTALL CONDUIT AND PIPE I� y
LTFAN(WTT - '��--- , f _-_ E� x f .; (� BOLLARDS AS REWIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK j
- ♦ I �, I I ( WITH THE ELECTRIC COMPANY. FINAL LOCATION OF TRANSFORMER AND BOLLARD CANNOT O H `L
-WAIDR LINE 10:f' -1- 1i t , _ _ F I Q
I SANRARY SEWER . _. F, SANITARY SEWER f REMAIN- I II K, I l I . I I CONFlJCT WITH TRUCK ACCESS 70 DogC DOOR. W H > p a, n
, I I
4
« I , r'I � i ' I O NOT USED. //� ' W US LU v
�034,54 (YEANOJT j« I �I' I II I/ +� .-� I i O p _j F
5p
d� I '1.� �1 �� I I _. — -- -- - � I i QUO
I I AT UL MN. I ® J Z
0 0
q U O OpR�p pew ) /�/ { ( ` w`v arms Two mww
-y`LFxr N j I N .111fW f.V _ LU
\`
FFE=45.00 y ( l «' _� a m LU
H
m I III mIn
WET DETENTION I O 6" SANITARY SEWER LATERAL AT MINIMUM 1.0% SLOPE. COORDINATE WITH i
H
j BASIN#3 ARCHITECTURAL PLANS.
_ I I OUTDOOR MAIN SWITCH BOARD MSB ELECTRICAL SERVICE ENTRY FROM
1, -. '� .%, A ICI }'ate,. $ ( )•
SEEFUEUNGSTATaNPLAN TRANSFORMER. 2' CONDUIT TO GAS STATION. REFERENCE ARCHITECTURAL W
FOROFTIONOF FUELING
- '— T - OR CONNECTION FROM MSB TO BUILDING.
INFORMATON OF FUELING ! — —
rai�a-es STATION AREA I •
1Y I � '
WATER LIE — — — — — — — u-v os. ,` ,�i —n�-3is NOTES PLANS F
1
- 1. NO CONSTRUCTION OF EITHER WATER LINE IS TO BEGIN PRIOR TO RECEIPT OF PERMITS TO Z
p« I� / CONSTRUCT FORM NCDENR IN ACCORDANCE WITH 15A NCAC 18C.0305(A) AND 15A NCAC Z p Z o O
02H.02004. , O m U
I ___ 2. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF H r Q > Z
h ` ExrsTMG %�� % �� I JACKSONVILLE'S MANUAL OF SPECIFICATIONS, STANDARDS AND DESIGN. A COPY OF THIS w p
SANITARY sEw� �' a MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT JACKSONVILLE CITY HALL V N O O z cr
3. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A a O c•T ? m O V
PRECONSTRUCTION CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL W w w _F
W Y2-IS
! I Goo 4. TIE THE EXISTING WATER METER INTO THE NEW MAIN AND CUT AND CAP THE EXISTING 12" m m LL ED � o
LToO PIEDMONT NATURAL GAS ., I WATER MAIN AT THE POINT OF TIE IN ONCE THE NEW WATER MAIN HAS BEEN INSTALLED, p p m
, ' x RESPONSIBLE FOR GAS FI Z Z
TESTED, AND ACCEPTED. ,J F- Q O
5. TIE INTO EXISTING 12" WATER MAINS BY USING TAPPING SLEEVE AND VALVES. V Y
6. THE WATER SERVICE IS TO BE MADE AS A STANDARD WATER TAP WITH NO BALL VALVE
H
BETWEEN THE TAP AND THE METER. �
7. ALL DIP SHALL UTILIZE PLYETHYLENE ENCASEMENT OR OTHER OWNER APPROVED}
ON. POLYETHYLENE ENCASEMENT SHALL BE PER AWWA C105 CATHODIC PROTECTION.
DEW 599N � I I AND ASTM A674. � �
0 f
INVERT N (W) 3145 l �,; =
,n I NVERTIN (031.76 � �i 5 =.� - - - -1- - - - - - - - - - - - - - - - -- �
INVERT OUT 31.92 � ���.ux N= ••/,�/ FME10R / �- — 2A IGCEii EV-]Y19
y'J I r: flhi 3A-2t RAT—3-,4d.II-,19
�1FMPofYAf Oit6N2'KiY 9 �: _ �— .� -.—
N
—— ——— —
•OC,�9R3NWRGWdaD-RiiaT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -..�. — .-_
_ --
a 93 20 KNSfMA'IFm!EISJ&l5i --��♦� �
— —C�5'!P'Qy ..ter— Qi
— —GIYLfNf fL,ti K- -- —'r $ T --fit — —20'N1Utt F15fNEM FYP,J,-t9B,J2-11B OEEDMgj4-y2g
___ �8' YAM VxN LINE _ v w�rosEs
K - - - - - - - - - - - - - - - - - - - - - - - -,.-- - -- --s--- _-- --ElW - - E
- --- -- ---- EX-ROW
­11-
EX c IN/W - --SS EX-Rf}W SS x�v - ss ss ss> EiFv a v APPROX R/W Z
6 SA'N4Y. .46.46 �, RFry 9Ii-h4M1 —y,.— -
F ]9 a
—. w�E�wxef— G G G t,� . - ,�Pa—U G
--- � J
9 >.-
�` j/// WESTERN BOUL RDUf�: f DESIGNED BY: ,JCS/
t NCDOT PROJECT: 9AO31441, SHEET 14 DRAWN
M ( T4--4�I� )
��/W - . WN 9Y: .IOW
EX—EX R/W EX—R❑W EX-ROW (D® 9 tx-R❑W EX-ROW EX-ROW —EX-ROW E'Y(P-rgb CHECKED BY: ALW
i ;dBEFOREYOUDI( ,. DATE- 01-19-09
GRAPHIC SCALE
�� /r TO
60 0 a0 So 12o PROJECT* 015476084
180Q632-494
DNEIL CENTER;
> u F
( IN FEET ) C04
1 inch = 60 ft.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, 15 INTENDED ONLY FOR THE SPECIFIC PURPWE AND CUENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY IOMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UAEMJTY TO IWAtY-HORN AND ASSOCIATES, INC.

7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18
--.. r - - 1 5K ,�. g:•:Fr. L+'a ...tl i l III .c __ n t
I clv_ o.,]r] nlliR4 ..r 4At) t :I, __., .,]/../..L.- 1 ... n 3r..,. w7..�-.,-�_� - 1.. 2..@ 111 I:nl oiq ;wtlr_I _,. nl PIeY ..r. _I-nn FT ,:- G]:`.2%2u 15 1 a�n 6h I:nlol+. Im'Ir'.:1 vy %rl I TRY Cc-s_IT,D t•]L^rvx ,.�(1u2396 L 2 lk Icly Mit'.i A Pliv rr-r I-nD Y']I-p:•z ], :-e_-:J9 1:-2:95 .'di
CURB -P.ANSITION22
Kimley-Horn
BUCKER AMPED IN _ +•
2 FOOT LIPS _ r -li '�
DEPTH VARIES x'� �L. ALL JJNCTI ON BOXES SHALL -I I-
r - _ ', • ".. .`' SEE HAVDETAILSCOB 01C&E633,03,
�. rs -I 6' BACK OF HOOD TOP TO READ "STORY" &
- I - =1 ALIGN WTF BACK vsc rn �„ , �:•. n Associates,On �'` _, 4."5� 0r CURB and IncI
- - I yi r,� 6 SAC KS "GRAINS TO wgrFRwgv"xw {> A NO LK,4NSE TE PA
COMPACTED SELEC BACKFILL < �• £ �. - > Nfi � , QF 4'` 4tIS1 PARK ��
L it , //� %/ < Drainage Structures Notes: CH RLOTTTTE, NORTH CMa,wA 211 17
300
/2 PI=E B.D OR 12" s . r _1 1 jjb ro /� /� --� f
(WHICHEVER IS GREATER) '�< Y ' -I ,:;� 0 1. Boxes may be reinforced masonry, masonry, precast concrete or PHONE. [phone]
CAPITOL FOUNDRY 0I-8A0.03 t` tl •. cast-in-place reinforced concrete. (704) 3&-'0545
' �` OR VULCAN V9066 /
NATURAL AREAS ;, lit lr 'I - FRAME, COVER & HOOD Ll STAMP PATTERN 2:,0"� (F1 . ' 2. Any non-standard box (non-standard meaning not shown in this a
12" MINIMUM -- ° ,� FT,. I` TO BE USED ON II � � manual)Public
to er designed by a INC. Professional Engineer and approved
�/\'' r' = - ,�• I STD. MH TOP .( by the Public Services Director,
(BOTH SIDES OF PPE)' _ `o- " I�
o OR SIMILAR. �� '4 < 3. The maximum height of an un-reinforced masonry drainage structure ,,�,AA`rfAq-1
NO
R px`vy T Ps-PF STEPS PROVIDED \ �, I f with 8" walls shall be limited to 8'-0" from invert of the outlet pipe to �� CA
'ems ,, Q dP - 7. -� BY PRECAS- _ T '.� SEE NOTES BELOW X a/ D,Es' (2) p4'5 the top of the costin Depths greater than 8'-0" shall have walls 12" s�r
'�� . wig
N - MANUFACTURER OR M.A. O & DETAI_ 634.02 \\ / 1
INDUSTRES \ �4A•. NOTE 7 thick. Basins over 12 in total depth shall be designed by a INC :•F••S• U•. >✓
y57 STONE - }' k SEE DETAIL C06.O4 '. I11d,_ sue.s. S\_ �• . "3,o Professional Engineer and approved by the Public Services Director..H.4JVCHING TJ -' a° _ - MUST BE 16' WIDE, \ 7 R •• P51-PF STEPS PROVIDED B" �. Fo Four inch Walls are not allowed on drain0 a structures. Bottom slab on( ; _O MNIMJM BEDDING - INSTA_LED TO BE 7" FROM -. " ', Oa' PRECAST MANUFACTURER OR moo` 3°1 �:' - g B /h� r. ^ " FgCE OF WALL TO BACK OF -'' e 'er �'' :' �1•: off% M.A. INDUSTRIES. SEE DETAIL � I `� structures shallbe rein{arced when box depth exceeds 6 i}.
8" h57 STONEu'r^r'+d `> '�'.F - ..-•. I ' 3ESAW CUT EDGE - STEP AND NO GREATER -� ,. 006.Oa MUST MEET OSHA4. Steps are to be pprovided on all basins deeper than 36".
.-l�,n 1 �a - THAN 12" SEPARATION MIN. VARIS REpUIREMENTS, i 1/4" COMPOUND 3. Ste s are to be S, PF as manufactured b M. A- Industries or onoF PAVEMENT P'h.; a . �`; + '<F r L Locate on non-p p walls. p shall meet OSHA75" OF CLEARANCE MJBT I i' ii MAXIMUM 9'-0" EXPANSION MATERIALp y Q.�•
BE FROM CENTER OF STE' '�� WITHOUT NGNEER'S' z `' approved e i •.• CINE��
TO OUSIDE OF BOX - N -`� i l ' APPROVAL y o wa E a e 0, ST •' •• '�,�
• 2" MINIMUM ASPFaLT \, , '"/ F �,a a o ._. f / 6. Mortar in masonry boxes is to be type M. O� / •L•• P��
�� �. 7. Clay brick structures are not allowed:
�I •n nu
FOR PRECAST BOXES, a mz - i °- B. Concrete pipe is to be minimum class III.
MATCH E%IS-INCOR 8" MINIMUM JOINTS 0 BE SEALER r', .t. ¢ i craiPu 8" ,f. 9. Concrete building brick 15 t0 meet ASTM C-55, Grade N, Type 1 and
t4 `ti?^_"A - '';<♦ y'•�1r'ru` �- WITH BUTYL RUBBER N'• `` I"
COMPAC�ED ABC 1 1 ,c,�n; °. ��,i,•i i - MADE IN USA '/ ' - �' O1 must be NCDOT standard.
JOINT SEALANT n,:., ��n,= "� w fOR PRECAST BOXES, SEE NOTES
(WHICHEVER IS GREATER) f '� }` �x Y w JOINis TO BE SEALED �� 10. All oast-in-place or precast Concrete drainage structures located In paved
, ' ' p I wiTH BUTYL RUBBER 3' areas accessible to truck loadings to be designed to meet AASHTO HS 20-44 FINAL PLANS
�!!h -��' \� - EXTENDED BASE _'j 1�\' ' DUMP NO WASTE' n �`" z JOINT SEALANT loading. See manufacturers details for wall, top and bottom thickness.
COMPAC-ED SELECT BACKFILL (NOTE 1)1 T'. ' '"`l
MINIMUM COVER = ;;RrP ,. „ - ,,-% > >� DRAINS TO WATERWAYS ,'``> �' �,(; y- 11. Inside of boxes shall allow for 6" of clearance on bath sides of pipe. The C
1/2 PIPE O.D. OR 12" J.,J)r dimension shown on the structures In this manual are minimum
(}y1-IICHEVER IS GREATER) �'' '
SEE DETAIL 639,01 f FILL OPENING WITH GROUT '�i1 • dimensions. For boxes with greeter dimensions, either corbel walls, add a FOR CONSTRUCTION
FOR PIPE CONVECTION t2'F`"'r� PER DETAIL. 539.01 �' .�., reinforced concrete top slab or lengthen box by adding additional grates &
12' MINIMUM AND FORMED INVERT %� _ / b - RIt70 frames. Top and bottom slabs to be designed by NC Professional Engineer
(BOTH SIDES OF RIPE) T 7 BACK NOTES: L-ORNtU NVEHI � `INf and approved by the Public Services Director for H2O loading.
CONSTRUCTION
i, Use either concrete building brick - ]FRAIL 639.01 a PnuRFD Sono P.S.I. 12. Maximum horizontal span of an 8" thick wall shall not exceed 8' for
<' PAVED STREET AREAS 1" CONCES EXTENDED boxes of 8 feet or less in depth and 10 feet for boxes 12 fast or less.
y, '.'� PRECAST CONCRETE col4CRETE BRICK ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS. BASE P
_ NOTES BOX SHOWY BOX SHOWN 2. Mortar to be type M. in depth.
I#iAUNC WG 1. Use either concrete building brick - ASTM C55, grade N, type 1 3. Concrete pipe to be class III.
4. Reinforcing Shawn is adequate fora maximum clear span of 4' based on 200
or clay brick - ASTM. C32, grade MS. PSF live load plus weight of top (Non traffic). NCPE to design for loads & spans
2. Mortar to be. type M. that are greater.
r ;i'. k>'cr ; iry>„ MINIMUM BEDDING 3. Concrete pipe to be class III 5. Precast boxes to conform to latest ASTM C-913,
NOT I 6" 157 STONE 4. Precast boxes to conform to latest ASTM C-913 8• All boxes over 3'-6'" in depth shall be provided with steps (12'." D.C.). D
1. Compact over pipe in street area to 98% of the standard proctor 5. Precast boxes concrete strength to be a minimum 4,000 PSI at 28 days 7. Provide 2' diameter opening and additional edge: & diagonal reinforcing in
maximum dry density. 6.:. See detail 634.02 for miscellaneous Notes. concrete top of Manhole frame access.
' a D� 1'"Ice CTTY of JACKSONVILLE °� •••�;' °D'a.' rivttr 4 rao. o°I,bh CITY of JACKSONVILLE ma,. .a ��•Ilka.W orivute� pa �Fr�x� CTTY of JACKSONVI LE m�""•• �" �s° �e� e � � CITY of JACKSONVIL .F �J��•�""��xvu P°o�n eITY of JACKSONVILd E
NK I.demri&,N.G'18541 M was M fACFBQlVD1B SPANOAYD flBail' G'MPb @6Y 'C l,�""riBe,N.C'1ss41 e36 MII9'lee IACP9WYN8 SIAHDAP➢:109MReUVW 0aur Y 'n ]edtmNlle,NC JHNI u5a w[Ri Trye IACxYIx,YV YlAMMAo 91Y]e8A'IYv,9 9 Y r ldpp ieq N.0 9BU1 us wnaf f16 IAcuxwv IP Iicoo ge 6PA`RMATONS OW-Y �" 'E" IVLmriBq N.G 28f11 L3E NRa199fi rvrpvwnm.v gpANeAPD BPR`�li'A1x#1S aiLY
STORM DRAIN �PAde TYPICAL CATCH BASIN AND ra • " Y' Nd °�"� " e ffi`"�° DRAINAGE STRUCTURES vo 7"sse°�^�"+' '•�' Nal Ta Basle .e31.a1 CUSTOM STAMP =e33.a3 °=�" TYPICAL JUNCTION BOX Ner7"B�e =e�:aL ,ssa.aa
w. ° E c «sg CURB INLET WITH HOOD f a a„ . M«�` STORM DRAINAGE STRUCr1U_AL °;F °; °» „w, �' DETAIL Aa „ � �* s' NOTES PIPE INSTALLATION ram,mm > �.>
SPILLWAY CREST z
4" CONCRETE ELEVATION E 0
w
w
INSTA-L RIP RAP F
VER
ME
OF BANK EXTEND -HE FABRIC OUT 3' RADIUS GEOTEXTILE FILTER FABIC 3' RADIUS 0
` o ET E GRADE�E TOP THE DETAILS REFLECTED UPON THIS SHEET ARE (MIRAFI 700 OR
MANDATED BY THE AGENCY WITH JURISDICTION. AS APPROVED EQUAL) F z0
Q APO REQUIRED, THEY ARE REFLECTED HEREON FOR
INFORMATION AND REFERENCE ONLY. THESE DETAILS
,j. SPILLWAY CREST
ARE NOT THE WORK PRODUCT NOR INSTRUMENTS OF
`�� SERVICE OF THE ENGINEER OF RECORD. THE �1 ELEVATION F a
k . LO
ENGINEER OF RECORD DOES NOT ATTEST TO THEIR TOP OF BERM CREST M to
4
L_ 1- TO BE ED ACCURACY, APPLICABILITY NOR DESIGN. THE 1 A 0
1 PERPENDICULAR H W n O
CONCRETE rEs 11 TO THE GROUND ENGINEER OF RECORD DOES NOT ACCEPT ANY 3•Z OC W o
LIABILITY FOR THEIR USE OR ANY RELIANCE THEREON. G W v�i M
BEDDING SEES f/� jT 1�111� 4" CONCRETE J O N
DETAIL 631,01
nPRON :. ' NOTES: Q y w o
NON-WOVEN GEOTEXTILE FILTER FABIC 1. LINE EMERGENCY SPILLWAY WITH CONCRETE. INSTALLATION W W w w Q
cEOTExnLE FAeRIc ' ) f (MIRAFI 700 OR TO FOLLOW MANUFACTURER'S SPECS. �' Z J
tit i � '� It tL �� APPROVED EQUAL) 2. SEE SHEET C12 FOR POND ELEVATIONS. M ,/�� O a > F-
iI H I- a
-�('
1.5x d5o BUT NOT : (- TOP OF WALL AND CONCRETE SPILLWAY DETAIL 44 W a F-
LESS THAN 6" MINIMUM IM
TEMPORARY POOL ELEV:41.70 NTS �a� m W
FF YI Q m
PERMANENT POOL ELEV:40.15 H z
I.1
LU
J
NOTES: }
1. Initial course of rip rap to be laid in. excavated bed at side slopes. Rip-rop is J
OPENINGS MUST BE > F-
not to be laid on top of grade of side slopes. SMALLER THAN 6 z
&goxvT�t&'4 rrrr ae"bh By im CITY of JACKSONVII. °hp""" ""' "" I C) C) O a 00
'C 1r*mleehUlffi l ua wee M IAGeSCNy,un vuxn Be BPH'1P. Wnovs a,LY SQ. INCHES.
END OF IN�L7. Ner1e a6�s6 at. _ BOTTOM OF POND ELEV,33.00 -
TREATMENTS a� �. _ . _ ___ __ __ _ _ _ . _.. _ . _
_. _ . _ . _ _ ._ ._ ._ .- . . B B H too _j � Lu ° o
--_ - - _ _ 00
_ ' ZmzW0 �
J
m LL W J W
A 0 0 U) Z Z
a � Y
J
C
structural HOPE plastic B O a
A A a U)
Top View Trash Rack Assembly
trash rack N
manufactured by 22.5"
a Plastic Solutions Inc.-_
nc. t
ft
a C 540-722-4694 K (n
W
TO ATTACH TRASH RACK TO G(
ESTIMATED BEARING ELEV:16-20' RISER DRILL HOLES INTO L
BEARING ON DENSE MARL TOP OF RISER AND SECURE WITH r
0.5" X 2.75" STAINLESS STEEL W
0
ANCHOR BOLTS. TROUTS ARE
.. SUPPLIED BY MANUFACTURER
j\\/ \ \ \ Q
jNCRETE RISER L
. tf .� • �� ���< ..1 N1�1i "'ill,
WET DETENTION BASIN COMPOSITE
SHEET PILE BAFFLE DETAIL S� 3�aa�P2
_, NTS Elev. A-A Elev. B-B r
DESIGNED BY: JCW
A o 1 z NOTE: CUSTOM SIZES AVAILABLE
L width code 1 B 70 1 2 UPON REQUEST. TO PROVIDE M DRAWN BY: JCW
C 24 length code B CUSTOMIZED CHECKED BY: ALW
I
part code= PR + width code +length code 2 X3' ACCES HATCH
(ex. PR1213) DATE: 06-1-09
in PLASTIC 240 McGhee Road PROJECT#: 015476084
P.O. lox 4386
PEAKED ROOF TRASH RACK sO1LUTIONs Winchester VA 22604
LMIJ
INC. 540-722-4694 C15
cJi www.plostic-solution.com
i
be
THIS DOMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERIACE IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CJENT FOR M104 IT WAS PREPARED. MUSE OF AND IMPROPER RELIANCE ON THIS DOC IMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY IOMLEY--HORN AND AaW- ATE% INC. SHALL BE Un=T LIABILITY TO KNAEY-HORN AND ASSOCIATES, INC.

t 2 3 4 5 6 7 8 9
=• ' -. STA. 0+36f
* •
DD a a -. ;� �� d '�'�• Ki Nmley-HOm
,. Py.�r._•
D ,Tam x,;ati — and Associates, Inc
a61 p1AgLOTIE PAPoCpeVE
SUM
fJUROTIt: NaV1N CAROIMA 26217
. yY 4 FAX: (7a4) 333=0R16
un
Y J 4 '• �'� t a'rr `yTi- 'r p.
Syz, x ptx��a.•��• t� Fa�
ay TOW 41 . 7 TOP OF WALL ELEV: 41 .7'
k ` *S&ME
9751 SOUTHERN
pNE �CHARLOTTE,NC 28273
FA6�s� • `\ 7Q4-523-472e3
BOTTOM OF POND ELEV_ 33. 0 , _ - - - - _
0 . 36+00 >� � .� — FINAL PLANS
Appop
30.00
SjLv U{„FS FORCONSTRUCTiON
Is 50+00
r --
..�.Se�x, �• _ Kc.
rV': ---
75+00 r -
ESTIMATED EMBEDMENT ELEV: 16)— 20)
92+00 ` —
K +
1-10C
(STING WE 4 �a : - -- - - - - - - - —
_ ..
ETENTION X ¢ r4�y.
�- SIN #1 TO B w ~:
I � t-� '" �- 't:y o 0 0 0 0 0 0 0 0 0
r';I` , + + + + + + o
MODIFIED w j it w 4 Nif - � 24 + i it
.; o a o 0 0 0 4= o 0 o W
c
a
c
COMPOSITE SHEET PILE BAFFLE WALL d
SCALE 1'=S' Z
�I zj F
F
o !i
W
, F !Y
D
— ue
t , Z z 3
o
r' ..
TOP OF WALL AND
TEMPORARY POOL ELEV: 41.70 CIE RETAINING WALL SPECIFICATIONS.
PERMANENT POOL ELEV:40.15
a• • ' — 1. The sheet pile wall shall be Geoguard30 composite sheet pile with an aluminum
cop as manufactured by Crane Materials International (CMI).
SITE PLAN 2. The design was performed 'n accordance with USACOE guidelines. Soil
„ , - - parameters used in the design were based on the Report of Geotechnicol J
SCALE 1 30 Exploration conducted by S&ME dated November 4, 2008.
• Internal Friction Angle - Alluvial Soil -25' zQ D
• Effective Unit Weight - 100 pcf
• Surcharge Load - NONE 0 8
E 3_ The wall system shall be installed in accordance with the manufacturers tp �j
recommendations. LU
t0
4• The wall system shall be installed in such a way that the wall is not loaded a O O
osymmetrically during the installation_ Z 70?
5. The General Contractor and/or Owner shall be responsible for installing any 'guardrails or fencing needed to satisfy safety concerns and/or governmental 10 O
_ . . BOTTOM OF POND ELEV: 33.00 J r � o z
_ . . - - - . - - • • - • • - regulations. The Contractor and/or Owner shall be responsible for observing all � fn
- _ _ : • _ _ _ _ _ _ _ _ _ applicable safety laws and regulations.
- . . _ . . - . • - - _ - _ - - - _ - 6. The wall contractor shall field verify all conditions, grades and dimensions at the
. • - . . . • • - _ - site prior to wall construction. If the Wail Contractor discovers any errors, yl a
- _ - - - ' omissions or discrepancies, he shall contact the wall design engineer. The wall d
design engineer will then issue instructions as to how to proceed. Should the
contractor not contact the wail design engineer, then the contractor shall be
responsible for the cost of any additional work necessary.
7. A letter from the on-site Geotechnical Engineer shall be provided to the wall
design engineer (S&ME) stating that the foundation materials are acceptable for
wall support. This letter should be signed by a registered engineer in North
F Carolina. -I
3t _j
LLI LL
a co
GG-30
GG-30 J Hl a
Corner LUco
F c _
DESIGNED BY: KHH
G ESTIMATED BEARING ELEV: 16-20' .~oqN CARS'•, DRAWN M ZDS
BEARING ON DENSE MARL �,. ESS�•�i '•,� CHECKED BY KHH
GeoGuard Details 1 Ill I—ll' -r. ;�
IIr -,I1 .}!'.-.+ , 4I ..° i-- rL , l t iY• :ilt =�l`` :a ,jjj DATE
�Iz� i! a l�,r-a 1l I,; __ S A 10/29/69
• '•tNoiNE��:f c TO
.; aao�ECT 015476084
�'•.STEN 1��.w+�.
TYPICAL SHEET PILE WALL SECTION "'
— �zaro� Y..� . . RW-1
TfN'a gggll!!fl+T
TOWl'". amm "'PIESMS PRM14TED HF"'F". AS AN WMUMA..WT OF SUMCE, IS nnENM QNI.Y FOR THE VECM PURPOSE ... WCH IT WAS PRFPARM REM OF NM 9AFr MM RFUAPIK 001 Im DOCUMENT int"IT Mfli= ASlnbaRMN Alta ADAPTAYICH BY KILOR"-HORN AND AS=41jk RMr FAu BE VATIOA UABILITY Ta KMI.EY-HORN AND AMICIAIM WP%

I
I
SITE DEVELOPMENT PLANS
FOR
CL UB
JA C 01 VILLE SA M
JACKSONVILLE , NORTH CAROLINA
_ FEBRUA
- I
9
1994
" OM
O _NER
. INDEX
COVER SHEET 1
WAL - MART STORES , INC . BOUNDARY / TOPOGRAPHIC SURVEY 2 - 3
701 SOUTH WALTON BLVD . SITE / LIGHTING PLAN 4
AR . �RENTONVILLE4_2STAKING PLAN 5
� 4
( 501 ) �.
w �� GRADING PLAN 6
VICINITY MAP OFF - SITE ROADWAY IMPROVEMENTS 7
N . C . S , R . 1470 ( WESTERN BLVD . )
SEWER & WA TER CITY OF JACKSONVILLE UTILITIES DEPARTMENT EROSION CONTROL PLAN 8
P.O. BOX 128
JACKSONVILLE, N.C. 28541-0128
SEAN DUFFY UTILITY PLAN 9
(919) 455-2600
TELEPHONE CAROLINA TELEPHONE
P.O. BOX 98 SANITARY SEWER PLAN / PROFILE 10
JACKSONVILLE, N.C. 28540
JOHN MEL TON
(919) 577-9356 LANDSCAPE PLAN 11
HIGHWAY DEPARTMENT NCDOT
299 WILMINGTON HIGHWAY
JACKSONVILLE, N.C. 28540 IRRIGATION PLAN 12
BILLY DIXON
(919) 455-37'' 7
TV CABLE MULTI-MED i;ABLEVISION SITE & EROSION DETAILS 13
IA
517 ARLINGTON BLVD.
GREENVILLE, N.C. 27834
BILL PARAMORE UTILITY DETAILS 14
(919) 756-5677
ELECTRIC CAROLINA POWER AND LIGHT
P.O. BOX 9
1099 GUM BRANCH ROAD
JACKSONVILLE, N.C. 28540
JIM CORBETT
(919) 346- 1414
BURIED CABLE L 0 CA TION CALL " ULOCO" AT 1 -800-632-4949 I D DD
C �JU MAR 1 6 1994
�! M 1�m& D E M
.pJ # g312Z2
ENGINEERS • PLANNERS • SURVEYORS
WILMINGTON, NORTH CAROLINA Aa,
RALEIGH, NORTH CAROLINA '
SMITHFIELD, NORTH CAROLINA �� µAlZ 94
�1312ZZ
L

N/F
R.A. BRYAN FOUNDATION, INC.
D.B. 460, PG. 630
/0o
it
III
4 I
46 fi ! y
•, 4_ , gtia..,- 45,9 , 45.P ** 4s.E 1ii40.6 _
� III: r
.711�i v I
111 I \ it
TOP OF BERM '� t
46.10
CB #5 „7.D7 LEGEND
RIM - 44.60 r .
SPILLWAY ELEV.- 44.25 __ '�
11 \.
-
^' I I=III= ! 1" STORM ELEV.= 42.67 86
INV IN (8") - 41.01 053� T C 45.8 F
III- I -III- NORMAL POOL ELEV.= 42.00 ( - `� r 46s TOP OF PAVEMENT ELEVATION
INV IN 30 - 39.
-III- BOTTOM ELEV.= 38.00 I- + + - ..._+ y .....- - {5 't•
_ INV OUT - 39.86 56 bti9
46
3.29 543.29
-mm
URB ELEVATION
�� � -I I I I I I ,-,I�I,,,III-III I�I III-I�I III / \• r c ac. `j a,c' ' a. , a_.7 , ,. ® TOP OF SIDEWALK ELEVATION •
i- j,<; ^ ar n
C$
T C 47. TOP OF
�p - T 45.2
.'..10.. `
':: �,. � '-°�'�°' ° •y 9 C 260 LF _ 30• RCP DI #n T c 45.6 a7 PROPOSED CONTOUR ELEVATION
RETENTION POND TYPICAL SECTION J:. �oa_3 .. . . B #4 RIM = 44.40
T 45.a T '43.7 T P{3.7 T P{5' ® PIPE OUTLET PROTECTION
.'.'TAU.:STAKE....".'.'.'.'.'.', RIM = 44.1 / INV IN = 41.40
r/P 4J.81 INV OUT = 40.90
W-�•OLEANOUT- INV IN = 39.19 'FP 7 45.15 + i Y / 1
.00'.'.':: INV OUT = 39.19 N w
. . . ,°. 5 T 45. T T 43.9 T 43.9 T 45. /
INV OOT 39.00. T 46.15 T 45.81 /.. .......
36't-F. '_3Q' RCP..'. . + RASH /P 44.00 Irj T °C 41i. / T C 455
i T C 48. T C 46. R CONDENSERS WALL
T C I6. O 4
12O`_.... u� €
RETENT10ty/ .....,°. T P 46.15 :.: 4� 9 / a5 a, ^.s
z 46 2 7YPf r TOP PAD - 4i.,4 AT GRADE DOOR b T C 46. v I a
POND ICAL °'..a,7°. y. a5.a T 48. 4-'S a5.73
SECTION% T 48.3 T/P 47.90 46.2 \
10'z10 TRANSFORMER
..°.. I PAD TO BE LEVEL
:::.::.... .... �' T a7. TOP PAD - 46.65 I;'
RETENT[0. "::':.
°.°:NORMAL,.POOL: ':.:.'.°..'. + ;t,
'. 3 1RfSEL:.- .42: .... . . i I r C 46.5 it
w .. .,. , . .. .. r 46.9. ... .. .. ... .... ... . .... 8" CPP CONNECTED n,
+ I TO DWONSPOUTS
.. 7 C 48. Le COORDINATE LOCATION
. . , O WITH ARCHITECTURAL PLANS I `!"l
. . ... I
LL64 .. . .. . ._.. ..°:.. . .. I HIRT.
Z n. 4.°s.... <y r' 4=:5 , itt
4a,y I T C 46.9 A'I 4".�,�,....'.:. .°::.°•° .. ,. + I 45.6 T C 47. I N/F
FOUNDATION SUBSURFACE PREPARATION ;, .. TA STAKE • • I ,�" WESTERN BOULEVARD PROPERTIES, INC.
. .. / GL�ANOU. .. . .. {. ..
5'
I � r c az9 „ �, D.B. 1087,PG. 492
• SAWS CLUB 1 INVERT OUT .. . ..'. ... .•-EL...4D-DO`. .". CLUB
K'I
STORE #91452. JACKSONVILLE, NORTH CAROLINA ELEV = 41.40 " .': " "•,' •": :, -„", '. + I SAM'S CLUB '
10/18/93 16:36 l .'...P,ERMANFNT,'.OUTLET'.°.'.'.'..'.'::.'.°.'. .'':..
THE FINAL SUBGRADE ELEVATION SHALL BE ESTABLISHED AT 11 1/2 INCHES BELOW FINISHED "'�'.',:. .... .... .. I RR- 1 12-TR '', CONSTRUCTION SEQUENCE
FLOOR ELEVATION TO ALLOW FOR A 5 1/2 INCH SLAB AND 6 INCHES OF SUBBASE (BY THE BUILDING30 LF - 24"°'RCP° + I}1
CONTRACTOR). THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE °•OUTLET PIhE ...... ........ RIGHT ENTRY, RIGHT DOCK, TMA RIGHT T C 47.
MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. GROSS SF WITH DOCK �f 1 = 111,764 r azz i 1. OBTAIN SOIL EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL
/ :.. Ci
- :l '•
FOLLOWING STRIPPING OPERATIONS, THE EXPOSED SUBGRADE SOILS TO RECEIVE FILL SHALL BE , � � � � ��- � + FFE - 47.9 AND GRADING PERMIT FROM THE CITY OF JACKSONVILLE.
', 1T
- PROOFROLLED TO IDENTIFY ANY AREAS REQUIRING SUBGRADE REPAIR. UNDERCUTTING SHALL BE
2.- - CALL "U LOCO" 1-800-632-4949 AND THE CITY OF JACKSONVILLE
-_ RESTRICTED TO MAXIMUM DEPTHS OF 2 TO 3 FEET BELOW THE EXISTINGaL
GROUND SURFACE. IN I
LIEU OF UNDERCUTTING IN SOME AREAS IN-PLACE REPAIR BY DISONG OR DRYING OF THE UPPER 8 4°.; 7 OP 2 _ 22 t, UTILITIES DEPARTMENT (455-2600) FOR ALL EXISTING UTILITIES AND
TO 12 INCHES OF SOIL AND RECOMPACTED AFTER MOISTURE CONDITIONING MAY BE UTILIZED. * y. 45.c 4"` 4G 7 `a5.a T iE "- n i BURIED CABLE LOCATIONS. -
ON-SITE SOILS MAY BE USED AS STRUCTURAL FILL PROVIDED THE PROPER COMPACTION LEVELS ° CB# 3 ° I a Li�j, 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PADS, TEMPORARY SEDIMENT
ARE ACQUIRED THROUGH DISCING AND AERATION, AND AS APPROVED BY WAL-MART'S ON SITE Ih ... °' RIM = 45.35 THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS Q
GEOTECHNICAL REPRESENTATIVE. FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 , . + INV. EL 0.80 FOR EXACT LOCATIONS AND DIMENSIONS FOR VESTIBULE I ,p
INCHES IN THICKNESS. FILL SHALL BE COMPACTED AT LEAST 95 PERCENT OF THE STANDARD PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE DI #10 N i;1 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE PADS, TEMPORARY SEDIMENT
PROCTORMAXIMUM DRY DENSITY (ASTM 0698) AND 98 PERCENT IN THE UPPERMOST12 INCHES OF ... ... ..... . BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY - - RIM = 45.80 1 "� TRAP, SILT FENCING AND CHECK DAMS. MAINTAIN THESE DEVICES AS
EMERGENCY. ENTRANCE LOCATIONS. INV OUT = 42.80 NECESSARY THROUGHOUT CONSTRUCTION. CLEAR ONLY AS NECESSARY
FILL AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. FILL : 'In
MATERIAL SHALL CONSIST OF SANDY SOILS HAVING PLASTICITY INDEXED OF LESS THAN 15 PERCENT. ',°SPIt4WAY . . TALL STAKE '°, .. + TO INSTALL THESE MEASURES.
. ''
ELEV 44.25° . . w:/:LT,EANOU7', .. .. 1''�, .v!
AN ADDITIONAL 5 FEET OF UNCOMPACTED SURCHARGE FILL SHALL BE PLACED UPON THE FINISHED "::.j': '°' EL- ao.oD .'. , . I I ';', 5. CALL CITY OF JACKSONVILLE (455-2600) FOR ON-SITE INSPECTION AND
GRADE FOR A PERIOD OF 2 TO 3 MONTHS. THE SURCHARGE FILL SHALL BE PLACED '"THIN THE • ..6 ,CHAIN '.'.",".': .:..... I TMA OBTAIN CERTIFICATE OF COMPLIANCE.
BUILDING AND EXPANSION AREAS AND APPROXIMATELY 10 FEET OUTSIDE THE BUILDING AND LINK'F£NCE°': ','. + FFEMA EXPANSION AREA LIMITS. A MINIMUM OF 9 SETTLEMENT PLATES SHALL BE INSTALLED AT THE BASE "' " ""' •r,,,
OF THE SURCHARGE FILL FOR MONITORING PURPOSES. 6. GRUB ENTIRE SITE TO A DEPTH OF 8"t. -
: . .'.' . . '_ANV.°OU.T 39°..45 '
. .... .... .
. . .. :OP.' 1 : .. .
THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS a5"' 'J 'LF.- 3 "° P *' 45.c I 45,Q. 4L4 'bt' M1�`
I 4--i' 7. REGRADE EXISTING PERIMETER DITCH AS SHOWN ON APPROVED GRADING PLAN.
SPREAD FOOTINGS AT WALLS (PROVIDED BY THE BUILDING CONTRACTOR). INDIVIDUAL AND G ' -`-' 4 ` {1 , 4o 4
CONTINUOUS WALL FOOTINGS SHALL BE OVEREXCAVATED 2 FEET NEAT LINE FOOTING DIMENSIONS / I 8. EXCAVATE RETENTION POND TO GRADE SHOWN ON APPROVED GRADING PLAN.
AND EXCAVATED SOILS REPLACED WITH #67 WASHED STONE. _ 45 I I T ca.6 : STOCKPILE SUITABLE MATERIAL FOR ROUGH FILL ON-SITE. INSTALL TEMPORARY
! THE FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK "\ . + 47.4 L T a. . DIVERSIONS AND CONSTRUCT PERMANENT OUTLET STRUCTURE. PLACE A TALL
�- T C 47.6 O w;;�. STAKE AT THE POINTS SHOWN ON APPROVED GRADING PLAN. THESE STAKES
SPECIFICATION. INFORMATION COVERED IN THIS PREPARATION SHALL GOVERN OVER THE SAM'S T/C 47. T CQ.7
5PECIFICATIONS. REFER ',O THE SPECIFICATIONS FvF, ,PECIFIC INFORMATION N01 COVERED IN r 47. ExRENTE CARTS SHOULD HAVE THE SILT CLEANOUT ELEVATION CLEARLY MARKED (EL = 40.00).
R THE RETENTION POND SHALL BE CLEANED OUT ON A MONTHLY BASIS OR
THIS PREPARATION \ T c4ss ��' WHENEVER SILT REACHES EL = 40.00.
rn
T C 47.15 # T C 47. / 4 .4
46 B 2 T'P 47.10 T C 47.8
RIM = 45.60 _47.g_ µ 9. ROUGH GRADE SITE UTILIZING SUITABLE "ON-SITE" MATERIAL AND "OFF-SITE"
- # T c azs BORROW. STABILIZE SITE AND MAINTAIN SEDIMENT CONTROL DEVICES.
\ i INV IN - 39.65 7 48.8 i/W aZ2 EL- T 46.8 1
INV OUT - 39.65 T c 4s.7
r c 4s.s T C 46.7 T C 46.7 T C 46.7` r C 46. d'd 10. INSTALL STORM DRAINAGE SYSTEM AND INLET PROTECTION.
\ G
46'�, 4a.9
/",' sF.l 11. BEGIN BUILDING AND SITEWORK CONSTRUCTION. INSTALL PROPOSED SANITARY
N/F "' �V t 47.z1 SEWER AND WATER EXTENSIONS AND SERVICES, AND IRRIGATION SYSTEM.
R.A. BRYAN FOUNDATION, INC. 46 r c46. DI #8 D.B. 460, PG. 630 46 T cas.s 48
C 46.6 T C47.4 1 12. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
T C 46s RIM = 45.25 A6
\ 7 C 48.3 T C 46.5 INV IN ((15") 41. 2 T I+ ,l
T 46.10 INV IN (30") � 4077 1 PAVING, ETC.. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED IN THE
\ as 1 4 p wv OUT = ao.7t DI #7 4 ?+ RETENTION POND PRIOR TO THE PLACEMENT OF ANY IMPERVIOUS SURFACES.
\ 116 LF 30" RCP tj RIM = 45.25 DI #5 1t I,
RIM#1 a4.80 r 46,, RIM#9 45.25 I 2 LF 0" GDP INV IN (75") _ �1 16 T {6 116 CF a ROP N1V IN 4542.26 1 R.A. BRYAN FOUNDATION, INC. 13. INSTALL LANDSCAPING AS SHOW" ON LANDSCAPING PLAN.
INV IN 30" = 4011 INV IN 24"
INV OUT = 42. 5 ; INV OUT = 41.16 T P 46• INV OUT - 42.26 D.B. 460, PG. 630 14. CLEAN-OUT RETENTION POND AND OUTLET PIPES OF SILT BUILDUP,
INV IN 15" 0. 1 6 INSTALL STONE OUTLET PROTECTION PADS.
\ INV OUT = 40,11 T 46. 112 LF 4" RCP .,
- -4' .._ _.._ _ INIv IN 82 w) a1.fia "'' 15. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION
T C 46.
-.. ( 10 I BY THE CITY OF JACKSONVILLE.
4 .7 \ INV OUT = 41.68 " 4p9 i1 '
_ T Ca6. 16 b.:i; i5.7 45,q" �'4:>.4^ 44.5 5u.h
1 ram) T C 46.14 T C 46.6 T C 4s• t6 T c+67 16. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL ENTIRE SITE IS STABILIZED AND/OR UNTIL CITY OF JACKSONVILLE INSPECTOR ALLOWS FOR REMOVAL.
- TYPICAL r ` ' 7 46. 4�'h
DITCH I I, 46 T C 46.2 ' fy
SECTION 46 0
IF
4- T 46. T C 46.9 r c w.E r C 46.
III-II,
r c as.e r/c 4s.7
I I III_ 45 C., ; �
DEPTH .III-III- '�'`° 47 46 cai l'i 11
VARIES _III- N38'5T'47"W 210.00 DI #t
LL'aa.a- i T C 46.4 - T C 46.5 RIM = 45.05
T C46.7
TYPCIAL DITCH SECTION \ \ T C 46.9 r c 46.9 T c 46.8 INV OUT 43.30
(f 1 45, J a T c+s. D T G46.7 T G46.7 CAUTION - NOTICE TO CONTRACTOR
N a.`,.7 *6 45,6'V T C 46. " 0A 45.! j 4^.3
a0 \
o0
4t1 I
' o DI #4 I I \ t
a RIM = 45.05
NV OUT - 42.80 o T/c ab 7 \ ! THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
3 . ,, AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
ojloI DI #3 DI #2 T c n. yI PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES
I ,� RIM = 45,05 RIM = 45.05 -i,':1 AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
\ v+II T 46 INV OUT = 42.80 INV OUT = 42.55 ;i INFORMATION IS NOT TO RELIED ON AS BEING EXACT OR COMPLETE.
T/P 46.
I / r 46.10 T 46.2 � „_.'n THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
\ \ I I 1 LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
` 1 I 4 t / T C 46 �5 CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
r. 4';•.7
r c46. WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
458
T C 46.
>° T C 46.6 T C 46.5 T C 46.6
\\ W T C 46.8 T C 46. T C 46.64It.,
Ld
till
T C�{7.2
0
\'I \ T C 48.3`', _ ` 1
Z T C 46.6 T C 46. T C 46.8 T C 47.4 T ► 1
30' CP&L C 47.7
T cses I EASEMENT n.2 _ J - - - - - - - _ J/ _ _ E 1 ST 5 _
Iz - - - _ - - - - - - - - - - - - - - - - - - - - T C 47.2 _ T C 47. - - - - �' - - - - - -/- -`,1,,t Yid-, _ - 1^
- - - - - - - - - - - -
:d' / \ _ - _ - _ -. T' - - n9�, i ter.V. --_...-...._ - - - - - - - - :i,f. ."�A ER•_iNE
T 4Z ._ _..`"""'_..4ha . .�... _ _ '- _ 45:_,... .- - - ... ..- -... -. - - - I3 II INV. OU7=39- 75 ...._.v ®®�._ ..._. .._.. _._.-...._. --_... _.... _... .......... ..._
.. _.. _ _. _ - .- - - - - - - . - .-_ - - - .- - - _.. _ _ ..-
C 42
�-.- V 40
_.. - - - - - - - . .74r. -. .-. - -, .... � ........ - - - -� - - - - _ _ .._ - _ .°. ... - -�-.. ...108��. 36' RCP - - - - - - - - - - - - - - - - - - - - - -
4 . - ._ - 32 - - - - - - ... 27G LF. 6�2CP -_'T _ _: �4�RCP - 1' -�� `INV
- _ - -
- -- .,, - - - -, ::_.r ....RIM =..'- - ... _ - - - - - ....... ..- -.. I ,..OP-5 < „a sc
_:' - - - -.. - - _ - .,_ - - ._-� -. - , L s....40':91- - _ - - _ I6L EL.. �40.3✓ .._ - - - _ - _- - �'3�g3'
INV. IN = 41.40
_"^+'It i�T` .- _,_.--...- - -,•+lk. . - _ _ - - _ _ - _ _ ... ._ ._ - - I
mm, F4iS TN ' SF'VIR R4�E
_..---
46.62 .. 4F3c^ 46.1 L i",ti'. 46`. - M16 1p f:.� / I t
LLL, a�+ 4C:.24 44.7 II \\
I �itw. \''
WESTERN BLVD. (200' R/W) 4a,/4 , \
N.C.S.R. 1470 i \\ IN\
I
50 25 O' 50 100
I M.H.
TOP -; 4" �L
N CARD SCALE SHEET N0.
FESS/ �� DESIGNED RC '00,04 '`:
�0 0
SAM S CLUB DATE: OCTOBER 1993
9 _Q SEAL �!= = DRAWN RC � HORIZONTAL:
15764 _ _ � Cj�,. 1 /( PE ENGINEERS PLANNERS SURVEYORS GRADING MCE PROD. # 791-0011.OR 1" = 50'
F JAMES A BYRD CHECKED ADS/JAB • • JACKSONVILLE N.C. PLAN VERTICAL:
1 REVISIONS PER WAL-MART COMMENTS o2 94 �'��vq �AN�;ey�0\ /� WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA
REVAO. DESCRIPTIONS DATE �, A('' G PRQJ. ENO. JAB SMITHFIELD, NORTH CAROLINA } - DWG FILE # 445F3Go3
REVISIONS DATE
OF: to
L

6" 1 10'-6 6"
BACK OF CUR METAL HOOD — — —
_ r � i=1 i 1= -�=1 I 11=1 i 1=1 i 1=i
VALVE BOX COVER
PAVEMENT SEE VALVE BOX
INSTALLATION j V-6• MIN. W-3 1. 2" MIN. V-6" MIN.
m
'. .'. . STD. POLYP PYLENE
11 MIN. '� PLASTIC STEP =� z 8" DETECTOR - DOUBLE CHECK
TAMPED VALVE BOX 'THREADED COUPLING FOR I VALVE HERSEY MODEL DDC II 6'Wx10�Lx6'D PRECAST CONC.
BACKFILL TAMPED CAP OF BLOW-OFF �� x� in o0000000 ' - OR APPROVED EQUAL VAULT FOR H-20 TRAFFIC LOADING
.'jib BACKFILL "� I 2" THREADED o0000000 BILCO J-5 $TEFL (3'-6" x 3'-6") I 8" FLANGED AS MANUFACTURED BY STAY-
2 G.V. .(IRON.BQQY)
BRASS PIPE o000000o ACCESS DOORS DESIGNED FOR H-20 COUPLING RIGHT TANK COMPANY OR
0000000o TRAFFIC LOADS OR APPROVED EQUAL ADAPTER APPROVED EQUAL.
OOOOOOC�O
00000000 0
CONCRETE BLOCKING o000000o I
D.I. PIPE S7 $TONE 000c0000 - - - - -
MIN. 1/3 C.Y. T— -
2" BRASS NIPPLE AT 3000 P.S.I. - 1 MIN. o000000o CATCH BASIN FRAME
I� � I GRATE AND CURB -- -
5/S' 7HREWED 5 (24" LONG) �� CH-BN-2000 BY ?
THRUST COLLAR (I" SIDE) A -I I — III- DEwt=Y BROS. OR 8' SQ. MASONARY
MECHANICAL JOINT q — PLAN SUPPORTS
CONCRETE 5' MIN. CI PLUG TAPPED 2" I- EQUAL (USE RADIUS GRATE) i o
I I FOOTING
2" THREADED BRASS 2" CI 99 BIT. PAVT. _ FOOTING #57 STONE
PIPE (12" IN LENGTH) BEND-THREADED x,J I CON
UNDISTURBE ,.... ( c <,` < , _ >• >• I
r----�
SOIL (TYP.) < fir" •J„, '' ) �
2" BLOW— OFF ASSEMBLY 6' X 8" HYDRANT TEE 8" BRICK OR
NTS PLAN BENDS PLAN TEES C.I. MANHOLE STEPS CONCRETE
STAGGERED 16"O.C. PLAN - O D
3000 PSI CONIC.
IF DEPTH IS MORE 2'-3"
FOOTING
18" MIN. - 10"i0 & LESS THAN S-O" I I 24" MIN. - 12" N & GREATER
411---
' SECTION
42" G.S.P. - 20" LG. ON
37 SLOPE 18" BELOWTOP OF PAVT W DETECTOR — DOUBLE CHECK VALVE
Ca cn
SCREW HOLES - 4 0 90'/ NTS
4-1/2" x 1-3/4 BRASS BOLTS IN ACCORDANCE W/SECTION 7.03 III I FLOW
—III-
4 — 1" D HOLES IN SECTION X—X PLAN & ELEV.
FLANGE AT 90' BENDS & TEES PLUGS -
SLEEVE COUPLING
t.
- PIPE 90' BEND 45' BEND 22 1/2' BEND 11 1/4" BEND TEE PLUG -� ( 20'-0' 0.Cd
SIZE A B A B A B A B A B C D T
TOP OF 10•-0• MAX
COVER 4• 1Y 1Y 9• e" C 6' IS• 6' B- g 10• ,9" ON LINE POST(TYP.)
�� ly4 - 12" 0.0.E.W.
B• 10' 127 B" 1ff B" 8• or !T' 10" 10' 1T 18" TOP RAIL
— — 8' 15' ,3" /0" lop 8• e• e• 8, 70' t2' It 2r
A D A ,� ,9 a ,v r D ,o c 17 /1 z5 SECTION BRACE
TYP
127 20 Ir it 14• 91 1r r 1r ,r ,s- ,B' 30" q
uNE POST
/4" 2Y 18" 1r 18' 10' 14" 10' 14• 1S 18' 18" 3r • GORIER POST
BOTTOM OF FENCE FABRIC TYPE ' A' STANDARD BOTTOM OF BOTTOM TENS ON WIN ,R s
® ® COVER 16• 28• 20' IV, 18' IT le 12' 1W 1e• 20• 20• 38" WRE TIP. TIGHTENER
CATCH BASIN DETAIL
NTS 2• TYP, FINISHED GRADE
F
CONCRETE FILL
TYPICAL ALL POST -
THRUST BLOCK DETAIL L e• 'Y`
PLAN NTS
2'-, , 4" TYPICAL CHAIN LINK FENCE DETAIL
r-11 3 4" NOT TO SCALE
. V-11 1 2"
POLYVINYL GASKET HAND PULED - - - - - HAND PLACED - - - - -
_ BETWEEN COVER AND DENSELY COMPACTED I I _- - - -_- I DENSELY COMPACTED I I - - -
FRAME SEAT BACKFILL TO 1 FT. — - - - BACKFILL TO 1 FT. - ___ -
ABOVE TOP OF PIPE -
- - - ABOVE TOP OF PIPE _ 8" 3-O" 8-
FRAME
EACH AT 90' _ -
TEE DMA. STAINLESS �� BEDDED PIPE - _ h BEDDED PIP
STEEL LAG BOLTS. n - - N - -
MINIMUM � c MINIMUM � W
a STONE EMBEDMENT AS STONE EMBEDMENT AS
INDICATED. GREATER IF - INDICATED. GREATER IF o0000000 70'-0• MAx. 10'-0" 10'-0'
REQUIRED BY REWIRED BY o0000000
MANUFACTURER MANUFACTURER o 0 0 0 0 o c o
1'-10 i 4" SHAPED STONE SHAPED STONE o 0 0©o B o o
2'- 7 8" TO PROVIDE BEARING TO PROVIDE BEARING o 0 o
ALONG ENTIRE LENGTH 1/2 PIPE O.D. ALONG ENTIRE LENGTH 1/2 PIPE O.D.
2'-9 1 4" OF PIPE BARREL 24• + O.D. MAX. OF PIPE BARREL 247 + O.D. MAX. o 0 0 0 0 0 0 o N
(IT + O.D. MIN) (1Y + O.D. MIN) 000c ocf:000
000c�oo oo BRACE
SANITARY SEWER SANITARY SEWER
SECTION AA (0'-8' DEPTH) (<8'-16' DEPTH)
FABRIC
BRACE POST
i
NOTE: WATERTIGHT FRAME & PIPE LAYING PIPE LAYING -- WTM�`"ss mGss FABRIC ' r
COVER TO BE DEWEY CONDITION "A" CONDITION "B" FLAN ncN ENER RODS Y
BROS_ INC. -LAN-PCP-
2001W OR APPROVED EQUAL. CATCH BASIN FRAME
GRATE FINISH GRADE
BIT. PAVT CH-BN-22 BY GATE
DEWEY BROS. OR Posr 2'ii-PUJINGERBAR
-' - EQUAL (USE RADIUS GRATE)
STANDARD WATERTIGHT PIPE LAYING CONDITIONS
C.I. MANHOLE STEPS ,o
F R A M E A N D COVER NTS STAGGERED 16"O.C. 8" BRICK OR
IF DEPTH IS MORE 2'-0" CONCRETE GATE DETAILS
NTS THAN 3'-0"
NOT TO SCALE
2" G.S.P. - 20" LG. ON
3% SLOPE 18" BELOW
TOP OF PAVT
w C
�QIW 30" RCP STORM SEWER
i
24 MIN. ;T.1 ,,% ;'
O O 9 1/8 T 'i'/ ; /',% / 1 GENERAL NOTES:
/ `� ' ALL EXPOSED CORNERS TO BE CHAMFERED f.
FRAME & COVER VARIES "� -
Q � Y� CLASS b"CONCRETE TO BE USED TiMN0USM10lIT.
SEE MANHOLE TABLE 1 1 g^ 9 1/8" 4 - 12" O.C.E.W.
THIS SHEET / OPTIONAL CONSTRUCTION-MONOLITHICYTHEENGINEER.
PWR,2"KEYWAY,OR01 BAR DOWELS A"-
( ) 2 -0" `o O Q 18" MIN. AT R"CENTERS AS DIRECTED BY THE EMGBEER.
MS ARE TO BE USED
THE
TRUCTION OF THE
3 3 B" ALL DROP INLETS OVER F3'--G"W DEPPTT SHALL BE PROVIDED WITH STEPS 1-2.
JOINTS SEALED WTTHTOM SLAB.
LA E 16, O.C� w 0 1 1/4" SECTION SEPARATION X X
PLASTIC GASKET, MAX. j 1- - IF REINFORCED CONCRETE PIPE IS SET W BASE SLAB OF BOX,ADD TO BASE
ON CENTERS. STEPS SHALL BE W ACCORDANCE WITH STD.840.G6.
RUBBER O-RING 8" SANITARY SEWER AS SHOWN ON STOBf0.66.
I 1,-r 1,- WHEN PAYMENT FOR THE DROP INLET IS MADE ON A PER EACH BASIS,THE
EQUAL GASKET, OR _ N f f 7• - CONCRETE APRON WILL BE CONSIDERED PART OF THE DROP INLET.
O" RING TYPE B STANDARD
WTALYAKWW MEIWIT OF THIS STRUCTURE If 12'
C%XIE AP0ON
POLYPROPYLENE (TYP.) DROP INLET DETAIL
PLASTIC STEP 5" �1 COPOLYMER POLYPROPYLENE PLASTID
a M.A. INDUSTRIES MODEL PSI-PF OR NTS
CEMENT GROUT In APPROVED EQUAL. - fR•S ELEVATIONS
OF
�J
NTS 49' LI' 01_ oo SHEET I 3 Y I.
INSIDE ALL NAND b STORM SEWER OVER S A N . SEWER MEDIAN OR WE PLAN- -
OUTSIDE
1 1/a" BUTYL POLYPROPYLENE PLASTIC STEP NTS D1TC1 MADE P9YE L 12IITE$ Sm. Hew.22 CONCRETE APRON
SEE DETAIL COICRE is APRON
RESIN GASKET A ew.24 I S"
? 'r NTS
SLOP . :1 - ". , P, , >•,,..> ,} .. DOO
IPEI
1/�
OURET
PIPE 4. 1 OITLET CONIC.WALL ANCHOR
�`- y BAR
12.• �... CLOW F-2500 DARLING MARK 2'-0" MIN. NOTE: HYDRANT TO BE PLACED A
r
� PIPE o
.- .o -.- .. SEE MDIE 7Y.7 i:' QG
73 OR. MEULLER CENTURION WITH PUMPER NOZZLE FACING 24' RCP 1
/ 4 FIRE HYDRANT WITH 1-4 1/2" THE CLOSEST CURB. T SECTION -XX SECTION-YY '
'- � f PUMPER NOZZLE AND 2-2 1/2"
HOSE NOZZLES NOTES: IDETAIL
8" HANNEL 3/4" PIPE I.D. O 1. ALL WALLS SHALL BE B"X8"x18" OONC. BLOCKS MEDIAN dTGI
8" COMPACTED #57 STONE—
BED a - - GRADE
(APMIDN NOTCH7
2. EVERY CAVITY SHALL BE FILLED COMPLETELY BED TO TOP OF BASE FINISH GRADE 2" � — — CURB AND + WITH
]� PSI CONCRETE W BAR ; 1 MEDIAN 0,1,
GUTTER
NOTE: MIN. SLOPE THROUGH MANHOLE WILL 9• Y-O' 9• MIN MAN
AN01WANnnEi FOR CONCRETE DROP INLET
BE CENTERLINE INVERT MAX. DROP I Ill ..111 . I I=III= I I—III—I ROADWAY I�q PIPE fP•N WIDTH EIGHT CU. O Box ONE GHU �FOR
THROUGH MANHOLE WILL BE AS i TAMPED S^
FOLLOWS: TAMPED _� w DEWEY BROS. BACKFILL TOP VIEW ■ R D • e NI &An to MR AMra Tom CM R.0
1/2" FOR 0' TO 45' CHANGE IN > DOWEL—PA! FT MY TOTAL
}i BACKFILL ^"'++4 0 VBX TE-100 I
ORIR ALINEMENT : b 0 VALVE BOX OR - IY S'-s' 2=0' L'-T 0.362 O.riT .SBI .TA 0.00D O.OS2
1" FOR GREATER THEN 45' CHANGE ( !� . JE e' 4'-4• 9' e• Y-9• 9' TOP ELEV. 46.10
IN HORIZ. ALINEMENT :: 6" GATE VALVE o 15• 1'-q 453 .1115 0.023 0.035
MIN. OF 8 C.F. .. .. .... ... ..... (:.i.. I rn BA i; ,� :, i 1 ._ .
PROVED EQUAL .':
No. 57 STONE o .; . I- ::: .. _0 T G,B"CTRS j ,y'` REVISIONS M 2 I S6 OT D.OiT O.aB
EL _ 4A02 No. �•
NO ORTE DESCRIPTION
w .... I-w 24• I'•0" .BY! 1.Dit D DSB D.4e5
-11 BRIDLE R RO MAIN -� - - 3D' 3'-,' .182 1.1" 0.092 OA21
i II 3•f __ RFNY A Mbw.
p, I .'. ... .. ... _.... _ • 4�fwa w,lr wn,It'" 35• 3'!• 2'-0" ]Y' 0.>it D.rA .fog 1.%e 0.132 0.174
PRECAST WATERTIGHT MANHOLE - I z 24' FL _ 4,Jf0 NORMAI.POOL
EL - 42.00 4.25 35� c F ,SPILLWAY ELEV. 4
o J I I , • -- MECHANICAL JOINT
z0_
WITH E X TE N D E D CONCRETE BASE LI I I III III I DUCTILE IRON PIPE 1— 1n 2� PILL W/� STANDARD CONCRETE MEDIAN DROP INLET TYPE "D"
NTS CONCRETE BLOCKING MAIN LINE M.J. TEE n PPE TO WE OURET 20
CONCRETE THRUST BLOCK 9 8. - a RTE o RNuo TNN PIPE
NR
3000 P.S.I. -F AL- ' SMOG g [�pRR STO•N0. EV
-' 1 3 C.Y. AT 3000 P.S.I. - =! b =V. : .Ye:.'.' O1YjalpN OF NI MRa ATS
/ 3• a AL IOH. N. C. - 040.19 C
NA 3000 PSI COMIC.
NOTE: TOP OF BLOCKING F� MA9 W/f-eXI0-10
TO BE 2" FROM HYDRANT W�PIPE FRONT VIEW SECTION A-A (TYPICAL)
TYPIC0 RHIIFORCfl,FNT
WEEP HOLES �T ('YP'O"" EMERGENCY SPILLWAY DETAIL
FIRE HYDRANT INSTALLATION RETENTION BASIN OUTLET NTS
NTS STRUCTURE DETAIL
NTS
o` ZH CARD DESIGNED RC TJ�
0�`1•`""""o", - 40 /�(r HORIZONTAL
oFs/p' 9 : lvl DATE: 7/29/93
Q SEAL �S = DRAWN RC SAWS CLUB UTILITY PACE PROJ. #0791-0o11.OR N/A 14
15764 c e ENGINEERS PLANNERS SURVEYORS VERTI-CAL:
P'E' CHECKED JAB • • JACKSONVILLE N.C. DETAILS DWG FILE # 445F3D02
/t;cINEF 'p WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA T
REV.NO. DESCRIPTIONS DATE ��i,'CS q• 8 �\ DATE PROD. ENG. JAB SMITHFIELD, NORTH CAROLINA OF: 14
VI R SIONS "'IIII IIUY``Y \