20101043 Ver 1_Stormwater Site Plans_20101213

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LINCOLN COUNTY I r,~ ~ ~
SCHOOL ARD r
~ ~SIDELL SHFORD I 465 679 ~ Z b
9, 9, „ 99 OSE 26 5 Jr~. ~ . 2 N
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NC HWY #27 & X150
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d, DEMOLITION NOTES
1. ALL DEMOLITION WORK SHALL BE A?'.COMPUSHED IS SUCH A
MANOR 50 AS TO CONFORM TO ALL A~%PLICABLE STATE ANf~
LOCAL CODES FOR DEMOLI?10N OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, AND DUST CONTROL. THE CONTRACTOR
f SHALL OBTAIN ALL THE REQUIRED PER~dITS AND LICENSES ANO
SHALL PAY ALL FEES INCLUDING DISPOSAL CHARGES. ALL DEMOLITION SHALL CONFORM TO APPLICABLE REGULATORY
PROCEDURES WHEN HAZARDOUS OR CONTAMINATED MATERIALS
p~ / ARE DISCOVERED.
m" % 2. THE CONTRACTOR SHAII NOTIFY THE AFFECTED UTILITY
~~a COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS.
I
~p 3. EXPLOSIVES SHALL NOT BE BROUGH"f ON THE SITE WITHOUT WRITTEN CONSENT OF AUTHORITIES HA?nNG JURISDICTION.
PERFORMANCE OF REQUIRED BLASTING SHALL COMPLY WITH
GOVERNING REGULATIONS.
\ ~ 4. THE CONTRACTOR SHALL CONDUCT wEMOLii1GN TO ~91NlMI~E
1 ' INTERFERENCE WITH ADJACENT STRUCI?aRES OR PAVEMENTS,
5 WIDE EASEMENT FOR T DEMOL1110N WORK SHAII CEASE IMMEDIATELY IF ADJACENT
~ ~ 5' CONCRETE SIDEWALK 1 ! :WALK STRUCTURES APPEAR TO BE IN DANGEf~, iliE CONTRACTOR WILw OBTAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNERS
~ j ~ , WHEN DEMOLITION EQUIPMENT WILL TRR::v'ERSE, INFRINGE Ur'ON, OI LIMIT ACCESS TO THEIR PROPERTY.
~ ' ~ ' >C 5. THE CONTRACTOR SHALL SPRINKLE `CORK WITH WADER MINIMIZE DUST. AFTER THE DEMOLITION IS COMPLETED. THF.
~ ~ ` CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES P,N~!3
1 ~`t 1 i IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY THE DEMOLITION OPERATION, d0 RETURN THf_ AD..IACENT AREAS TO
I ~ THE CONDI110N EXISI1NG PRIOR TO START OF CONSTRUCTION.
I 5. DEMOLITION OF BUILDINGS SHALL BE P,{,COMPLISHEFa 'I'O
~ ~ ~ ~ 1 COMPLETELY REMOVE BUILDINGS FROM "FHE Si1T=, USING METh00:}
~ ~ ~ AS REQUIRED TO COMPLETE THE WORK ALL CONCRETE ANO MASONRY SHALL BE DEMOLISHED INTO ~SMALI. SECTIONS. TtiE
~ I CONTRACTOR SHALL BREAK UP SLABS--OH,._GRADE THAT ARE 2
1 ~ f'' FEET OR MORE BELOW PROPOSED SUB"-"`.`!!r`kDE. ALL
a F ~ ` 36" METAL PIPE SLABS-ON-GRADE THAT ARE WITHIN ~ l~'EE~T' OF PROPuSE!°~ SUB-GRADE SHALL BE REMOVED.
~ ~ ~ (COMPROMISED}
~ ° 872.30' OUT ~ ~ 7. ALL VOIDS RESULTING FROM DEMOL's'?~:~~ OR REMO'~A~.v`r STRUCTURES, UNDERGROUND TANKS, `~F.LLS, CISTERNS, ETC.,
t ~ ~ ~ ~ SHALL BE PROPERLY FILLED USING AP~ITO`v`EL~ SELECT FILL
1 MATERIALS CONSiS11NG OF STONE, GRA!`E.L, AND SAND ~REc. FROM DEBRIS, TRASH, FROZEN MATEI~ip`.S, ROOTS, AN^ OTI~ER
j d S { e ~ ORGANIC MATTER. ALL FILL. SHALL BE ,'ROPERLY INST~,LLiwD ANL'=
~ 1 p~y THE COMPACTION TESTED BY THE OWNE:R4S REPRESEhvTATi~~~
i ~o 1 S. THE CONTRACTOR SHALL REMOVE Ff~OM THE SITE ALL aSEBR15,
~ ~ ~O °0 RUBBISH, ANO OTHER MATERIALS RESU± TIN+~ FROM THE DEMOLITION OPERAT14NS. NO BURNING GF ANY MATERIAL,
` fry t ~ ~ APPROXIMATE LOCATI©N ' ~ ~ DEBRIS, OR TRASH, ON-SITE OF OFF-e;ETE WILL BE ALLOWEC`i,
~ SEP11C TANK c~ O EXCEPT WHEN ALLOWED BY THE APPRCk~RIATE GOVERP~3ING
~ \ 5~~ _''i ~ - ~ 1 ~ AUTHORITY AND THE OWNER. ALL DEMOLITION MATERIALS ~~HALL BE PROPERLY TRANSPORTED FROM THE. SITE USING APPROPRIATE
J~ ~ ~ 1V / ! a C < VEHICLES AND DISPOSED OF OFF-SITE iN AREAS, WHICH ARE
~ GRA wry APPROVED FOR DISPOSAL BY GOVERNIadr~ AUTHORITIES AND APPROPRIATE PROPERTY OWNERS.
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SEPTIC TANK ` ~ !
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LN COUNTY , AsE ~~NCO I , ~ ~
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465 679 . ~
~ 99 99 S9 99 ' ~ I I ~ ONU GP D
~ " i ~ NOTE: NOD ~ EMOLITION WORK SHAD BE STARTED UNTIL I r ~
~ ~I. ALL SILT FENCE IS INSTALLED AND UNTIL T~EF_ P ~ ~
~ ~ \ I TEMPORARY CONSTRUCTION ENTRA~~?CE iS UPGR~.~ED ~
~ ~ ~ ~ ~ ~ fit. ,N-~~, FOR A LENGTH OF 50' BY ADDING OF ~"---3" DIA.
N~ I ~ ~ _ `c WES WASHED STONE BASE. NO FABRIC REOUIRED Fr:~l~~
~ ~ ip r- - TEMPORARY CONSTRUCTION ENTRAI`~iCE. DEVELOPER:
I l s k l - - e.. - - - -i .r I{ - e.. ~ ~~~.-•---...~_-~r-! LINCONLTON HOSPITALITY, LLC
4 ATTENTION: MR. TODD WHITTINGTON
v ~ ~ I ~ 105 RUTLEDGE ROAD
w ` GREENWOOD, SOUTH CAROLINA 29649 Y.,~'`..~'ti~.__~~",°,~~ [phone]
I I ~ TOTAL ACREAGE - 3.561 ACRES ACREAGE WITHIN R/W - 0.103 ACRES
NET ACREAGE - 3.458 ACRES
9 PiN NUMBER 3633-46-5804
I TOTAL NEW IMPERVIOUS AREA - 1.395 ACRES
.~..,A TOTAL ~ IMPERVIOUS AREA - 39.2 ~ .
~ TOTAL GROSS BUILDING AREA - 39,846 S.F,
~k~~ d PAVEQ STREET PRIVAT~I MAX. BUILDING HEIGHT - 46'-5" / -m.~,..,..~--.,,~~,...- ~ DATE
I
Ems, _..:B:Y: - F~~~~~-"* DEMOLITION PLAN 04/2/10
~ ~ ~ fJJJJ' l
NORTH CAROLINA ONE CALL ~ ((~(lf':;~ ca o~
~E lOCA 1'~~ Q~ ((1~JR, h QG~ H~~ (rO
I w ~ ~,RNETHY HOLDINGS LLC V AD YS BEFORE DIGGING GALL R~` s ~ ~ ~ o / e,~~..~..r~v.~.~~...~.,~ OP~SEn DRAWN BY ,~Ij HAMPTON INN M.L.e.
m 3 DA ~ ML~j LL FREE 1-800-632-4949 840 ~ E~~=.;!NEERING ~ To 1373 ~ , ~ ~~'EERING ~ ~ SEAL ~ ~ ~ CHECKED BY
~ g PLi_~, p~ o~ ~ Izz3~~~ ~ a ~ HOTEL ~ ~ --ol ~+o ~'~fi ~2. q ~7$- ns.
I s ~ 1 ~ / 1 ~ ~ ~ of +v ~~fi
CALL S*" A ONE GAIL SYSTEM FOR COMMUNITY AND JOB SAFETY. / ~s~ T F S SS B 727 M.L.B. ADDED NOTES & 5' SIDEWALK EASEMENT PROJECT NO. C NG NEE S
ZONED 7P6f! _i~o~~SSF(L gP~~SSj PER REU~Ew COMMENTS LINCOI.NTON NORTH CAROLINA O 9 1 4 /10
GRAPHIC SCALE of A~ sus Jrr f iF A~ ~S IAS 3
30 q 18 30 6D 126 flJf A ~2S M.L.B. ISSUED OR REVIEW AND APPROVAL max, ~ SHEET NO. LB ~ngineering, LLC
THE U1TLl'IIES SHOWN ARE SHOWN FOR THE CONTRACTOR°S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER THIS DRAWING AND ASSOCIATE n AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF 71p _~m p s 408 SOUTH ALMOND DRIVE D®1
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE _I SERVICE AND THE PROPERTY ACTORS RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL NOT BE USED OR THE PROPERTY OF MLB ENGINEERING, ILC. )T BE USED OR REPRODUCED IN ANY WAY OTHER THAN SIMPSONVILLE, SOUTH CAROLINA 29681
1 CONTRACTOR'S ( ) WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES IN FEET AUTHORIZED BY MLB ENGINEEF ~Y MLB ENGINEERING, LLC IN WRITING. NO. DATE BY REVISION PHONES [phone] SHEET of
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 inch = 30 ft.

d
1 GEN S TE GENERAL 51TE-WORK NOTES
EICOLN COUNTY
I I SC L OAR ~ I ISIDELL SHURD 1. TOPOGRAPHIC AND BOUNDARY SURVEY BY DEDMON SURVEYORS, [phone]. ~
5 679 2. Z '0 2, THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL UNDERGROUND c'~ ~
u~ni 99 99 99 99 08E 265 UTILITIES, AND NE SHALL VERIFY THE PROPERTY CORNERS AND TOPO BEFORE ANY CONSTRUCTION IS ~
ZO E G PD BEc ~ 99 99 BEGUN. THE CONTRACTOR SHALL CALL THE UTILITY COMPANIES BEFORE EXCAVATION 1S STARTED TO VERITY THE LOCATION OF ALL BURIED CABLES AND UNDERGROUND UTILITIES. ~ ~
ZONED P ~R
3. ~ _ o_.o__.~-._ THE 3, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS AND ~ THE SITE COND1110NS, AND SHALL AT ONCE REPORT TO THE ENGINEER ANY INCONSISTENCIES OR ~
-~r Course Bearing Disfiance oMl OMISSIONS DISCOVERED. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO VERIFY THAT ALL
° ) 1) 9 v._. LOC LOCATIONS ARE CORRECT PRIOR TO COMMENCING CON5TRUC110N.
L1 N 18 29 17 W 138.28 ° ) ~ 4, 4, ALL DIMENSIONS SHOWN ARE MEASURED FRAM THE OUTSIDE FACE OF THE BUILDING AND TO THE NC HWY #27 & 150
I L2 N 19 09 22 W 27.21 FAC FACE OF THE CURB LINE.
JRaN L3 N 19°09'22" W 24.81' ,I~' 5. THE CONTRACTOR SHALL VERIFY THE BENCHMARK LOCATION AND ELEVATION WITH THE SURVEYOR
L4 N 21 51 03 W 53.84 PRii ° > C PRIOR TO BEGINNING CONSTRUCTION.
L5 N 24 07 40 W 55.82 . 6. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EASEMENTS ON THE SITE PRIOR TO
PR( PROCEEDING WITH CONSTRUCTION.
~~u ' 7, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF '(HE
roe JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK.
THii HOl THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION OBSERVATIONS OF THE 27. ALL AREAS NOT TO BE COVERED BY BUILDINGS, CONCRETE, OR PAVEMENT SHALL RECEIVE 4
~ COD CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE INCHES TOPSOIL AND BE GRASSED IN ACCORDANCE iMTH THE OWNERS SPECIFICAITONS.
COD E Will CONTRACTORS SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING
w ~ ~ Gl ucl LIGHTS, AND TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. THE CONTRACTOR IS TO COMPLY 28. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III, UNLESS NOTED ON THE DRAWINGS
i ~ ~p / ~ Wi11 ~1, i I ~ 61• .~~0 ~ , WITH ALL OSHA REGULATIONS, REQUIREMENTS, AND SAFETY MEETING REQUIREMENTS. OTHERWISE, WITH BELT. AND SPIGOT ENDS, AND SHALL CONFORM TO ALL REQUIREMENTS OF ASTM C-76, LATEST EDITTON> IT SHALL BE INSTALLED WITH. FLEXIBLE PLASI1C (BITUMEN) GASKETS AT ALL
~ ~ , QQ s. 8. THE CONTRACTOR SHALL PROTECT ALL TREES 'THAT ARE TO REMAIN AS SHOWN ON THE JOINTS. GASKETS SHALL COMPLY WITH AASHTO M-198, TYPE B, AND SHALL BE INSTALLED IN
>~P ORS ' ~ 0 ~ THE DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL 1REES AND VEGETATION THATINIERFERE WITH STRICT ACCORDANCE WITH 1HE PIPE MANUFACTURER?S RECOMMENDATIONS. THE NEW CONSIRUC110N. THE CONTRACTOR SHALL ACCOMPLISH REMOVAL OF DEBRIS FROM 1HF.
~J ®g , ~~'s~ ~ \ srn SITE OR BURNING IN ACCORDANCE WITH ALL THE LOCAL LAWS AND CODES. 29, ALL REFERENCE 1'0 STANDARDS ANO SPECIFICAl10NS FOR PAVING CONSTRUCTION AND
~ i ~ rk ,~tiq ~ MATERIALS ARE MADE FROM. THE LOCAL STATE DEPARTMENT OF TRANSPORTA110NS STANDARD
6 ~ AN[ 9. EARTHWORK SHALL BE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. PROOF ROLLING SPECIFICATIONS. AND COMPACTION TEST SHALL BE ACCOMPLISHED IN THE FIELD TO TEST ALL AREAS. THE OWNER
I SHI ~ ~ 0~° SHALL RETAIN THE SERVICES OF A TESTING COMPANY TO TEST ALL AREAS. 30, ASPHALT PAVING FOR LIGHT OU11' AREAS SHALL BE CONSTRUCTED ON A PREPARED AND WELL-DRAINED SUB-GRADE, COMPACTED AS SPECIFIED. THE BASE COURSE SHALL BE CONSTRUCTED
a i Sip,, 10. 10. TOPSOIL SHALL BE STRIPPED TO DEPTH AS REQUIRED AND STOCKPILED AS DIRECTED BY THE WITH 3 INCHES COMPACTED THICKNESS ASPHALT CONCRETE MATERIAL. THE SURFACE COURSE
~ ~ ~ F owe OWNERS REPRESENTATIVE, OR SHALL BE LEGALLY REMOVED FROM 1HE SIZE IF A STOCKPILE AREA 15 SHALL BE 2 INCH COI~RPACIED THICKNESS, ASPHALT CONCRETE. ALL PAVING WORK (MATERIALS AND
I ~ STONEGATE COUNTRY MANOR ~ 09 NOT AVAILABLE ON THE SITE. CONSTRUCTION) SHALL COMPLY W{TH THE LOCAL STALE STANDARDS AND SPECIFICATIONS. THE FINISHED PAVEMENT SECTION SHALL BE TESTED FOR COMPAC110N AND THICKNESS AT A MINIMUM
j. ._-GEO-GRID RETAINING WALL SYSTEM, 11. ALL NEW ELEVATIONS SHOWN ARE FINISHED GRADE ELEVA710NS. 1HE GRADING CONTRACTOR OF 6 LOCATIONS, AS DETERMINED IN THE FIELD BY THE OWNER TO INSURE THAT MINIMUM
_ 1 KEYSTONE OR APPROVED EQUAL, SHE THE CONTRACTOR SHALL FURNISH THE REF SHALL DEDUCT THE FOLLOWING TO ESTABLISH THE SUB-GRADE ELEVATION: BUILDING FLOOR - PAVEMENT REQUIREMENTS ARE MEET. REFER TO ARCHITECTURAL PLANS; LIGHT DUTY ASPHALT PAVEMENT - 5 INCHES; CONCRETE
DESIGN PACKAGE & THE DETAILS TO PAI - THE DEVELOPER FOR APPROVAL. PAVEMENT - 6 INCHES; SIDEWALKS - 4 INCHES; GRASSED AREAS - 4 INCHES. 31, CONCRETE TRUCK PAVEMENT SHALL BE CONSTRUCTED USING 3,000 PSI CONCRETE, 6 INCHES
TRICK, REINFORCED WI1H 6 X 6 X W2.9 X W2.9 W.W.M. 12. THE GRADING CONTRACTOR SHALL PROOF-ROLL THE CONSTRUCTION AREA WITH A FULLY LOADED
0 ta° I ~ TAP TANDEM-AXEL DUMP TRUCK, OR APPROVED EQUAL, BY MAKING TWO COMPLETE PASSES iN EACH OF 32. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED USING 3,000 PSI CONCRETE, 4 INCH THICK,
DN` _ t9~91~,, 1~N0 PERPENDICULAR DIRECTIONS. ALL SOFT SPOTS SHALL BE UNDERCUT AND RE--COMPACTED W11H NON-REINFORCED, WITH JOINTS AS SHOWN ON THE DETAILS, SUITABLE STRUCTURAL FILL MATERIAL
Ss~ SUI o~ 33. CONCRETE CURB AND GUTTER SHALL BE i8 INCHES WIDE WITH A 6 INCH CURB AND SHALL BE
I <F` 13. 13. THE CLASSIFICATION OF SOILS INCLUDING TOPSOIL, FILL MATERIAL, UNSUITABLE MATERIAL, AND CONSTRUCTED USING 3,400 PSI CONCRETE, WITH EXPANSION JOINTS AND CONIRAC110N JOINTS
ROf ~ + ROCK EXCAVATION IS THE RESPONSIBILITY OF THE OWNERS TESTING FIRM. INSTALLED TO COMPLY WITH THE LOCAL DEPARTMENT OF TRANSPORTATION STANDARD SPlCIFICAl10NS FOR l~AIERIALS AND CONSTRUCTION OF CURB AND GUTTER.
. 5~ WIDE EASEMENT FOR 14. FOR 14. ALL EXCAVATION SHALL BE CLASSIFIED EXCAVA710N. EXCAVATTON SHALL BE CLASSIFIED AS
0 + 5 CONCRETE SIDEWALK caP ' , ~ ~ CAS TALK COMMON EXCAVATION OR ROCK EXCAVATION. ROCK EXCAVA110N SHALL BE SUCH MATERIAL, WHICH 34. THE CONTRACTOR SHALL NOT PERFORM ANY WORK ON ANY UTILITIES OR IN ANY PUBLIC CANNOT BE REMOVED BY MEANS OTHER THAN BY BLASTING OR WI1H AN AIR HAMMER. COMMON RIGHT-OF-WAYS UN1TL HE HAS OBTAINED COPIES OF ALL NECESSARY ENCROACHMENT AND
~ T ~ EX( I ~ ~t EXCAVA110N SHALL INCLUDE ALL MATERIALS THAT CAN BE RIPPED. BOULDERS AND ALL O1HER CONSTRUCTION PERMITS,
j MA' ~ t-- ; MATERIALS THAT DO NOT FALL IN THE CATEGORY OF ROCK EXCAVATION AS DEFINED ABOVE, 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCAITNG ANY EXISTING UTILITIES NECESSARY
I ~ _ , 15. ROCK EXCAVATION SHALL BE FURTHER CLASSIfED AS FOLLOWS: MASSIVE ROCK EXCAVATION: FOR THE SITE CONSIRUCITON, INCLUDING ALL PERMITS AND FEES.
~ AN' ~ '~~r 1 ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A SINGLE TOOTH RIPPER DRAWN BY A CRAWLER 1RACTOR HAVING A MINIMUM DRAW BAR RATED AT NOT LESS THAT 53,000 POUNDS (CATERPILLAR 36. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED TO LINES AND GRADES SHOWN AND AS
DUMPSTER S[,iTt:e(~i ~ ~1~ I STORAGE SHED, REFER ~ ~ ~ ~ ~ 0-~ 0-8 OR EQUIVALENT) AND OCCUPYING AN ORIGINAL VOLUME OF AT LEAST ONE CUBIC YARD OR DETAILED ON 1HE DRAYMNGS. THE CONTRACTOR SHALL PROVIDE STANDARD CLEAN-OUTS (AT 75
TO ARCH. DRAIh4~rGS GUARD RAH REFER TC DETAIL, ~ ~ ~ M01 x MORE. TRENCH EXCAVATION; ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A POWER SHOVEL FEET MAXIMUM SPACING) AT ALL BENDS AND CHANGES IN GRADE IN THE SEWER LINE AND
OR APPROVED EQUAL ~ HA' ~ ~ C3~ HAVING THE CAPACITY OF AT LEAST 1HAT OF A CATERPILLAR 225 AND OCCUPYING AN ORIGINAL CONNECTIONS TO EXISTING SEWER LINES. PIPE BEDDING AND BACKFILL SHALL BE CAREFULLY VOLUME OF AT LEAST CUBIC YARD OR MORE. CONTROLLED. ALL SANITARY SEWER WORK SHALL COMPLY WITH THE LOCAL CODES ANO
~ VOl ~ - ~ ORDINANCES. THE. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING WITH THE LOCAL APPROVAL
~ 40' ~ ~ - < 29'R ' - 16. 16. THE TOP 18 INCHES OF FILL SHALL BE COMPACTED TO 98 7 OF MAXIMUM DR'l DENSITY BY THE AUTHORITY TO INSURE: THAT ALL MATERIALS, INSTALLATION, TESITNG, AND AS-BUILT DRAWING
a 1~ u' ~ ~ ~ STS o.,L.O N ' ~ ` RiV,' ``_INE MA. STANDARD PROCTOR METHOD, ASTM D-698. ALL OTHER FILL SHALL BE COMPACTED TO 95 ~ REQUIREMENTS WILL BE ACCOMPLISHED TO THE SATISFACTION OF THE LOCAL AUTHORITY. MAXIMUM DRY DENSITY.
~ N 90° ~ i 90° 37. ALL WATER LINES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. ALL PIPES, VALVES, AND
2,5'R _ i , ~ ~ 1 I -A(~A RAMP WITH 97. 17. ALL FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE TESTING COMPANY AND FIIITNGS SHALL COMPLY WI1H AWWA STANDARDS AND WITH ALL LOCAL AND STATE CODES ANO SHALL. BE FREE OF ROOTS, ORGANICS AND BOULDERS LARGER THAN 1 CUBIC FOOT. FILL SHALL BE ORDINANCES. PIPE BEDDING AND BACKFILL SHALL BE CAREFULLY CONTROLLED. WATER LINES
~ ~ I 5'R I ' ~ ~ ~ i TRUNCATED HUMPS $H, ii 5'R°, I (TYP 2 LOCATONS ~ 12' 12' I o ~ ~ ~ ~ ) Pll I IPA es a PLACED IN 8-INCH LIFTS AND COMPACTED AS SPECIFIED. SHALL BE PRESSURE TESTED AND DISINFECTED AS REQUIRED. ALL NECESSARY AS-BUILTS SHALL
13~ , ~ ~ cv 8 i o i ~ ~ l ~ BE ACCOMPLISHED TO THE SAl15FAC110N OF THE LOCAL AND STATE AUTHORITIES. 18. ALL TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL, FREE FROM SUBSOIL,
_ ~ i I 09. ~ ~ ~ ~ 12' 12' f i ~ ~ ~ R01 OBJECTIONABLE WEEDS, LITTER, SODS, STIFF CLAY, STONES LARGER THAN 1-INCH IN DIAMETER, 38. ALL U1TLIlY TRENCHES SHALL BE THOROUGHLY COMPACTED AND TESTED TO PREVENT
ROOTS, TRASH, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT SETTLEMENT AND DAMAGE TO POSSIBLE FUTURE PAVING. GROWTH OR HINDER PLANTING OPERATIONS. THE CONTRACTOR SHALL VERIFY 1HE AMOUNT
c 13 'SPA ES o ~ 8 SPA ES of ~~'I ~i ~ + ST( c ~ N 12'R ~ Ni _ ~ ~ ' ;r ~ STOCKPILED IN ANY, AND SHALL SUPPLY ADDI110NAL TOPSOIL AS REQUIRED TO COMPLETE THE
U~ ~ ~ ° i _ _ _ ~ ~l PRI i , ~ ~ -a- ~ I ~ - A_ i 5'R i _ - - ~ ~ N PROJECT. ,
~ 5'R 3'R 1 `I ~ ~ ~ :0 19. 19. ALL EXISTING SLOPES STEEPER THAN 3 TO i THAT WILL RECEIVE FILL SHALL BE PLOWED AND
b~" _ ~ ~ 109.16' _ :~~9 45' p ° _ - ' ~ °D SCARIFIED SO THAT NEW FILL WILL BOND WITH 1HE EXISTING SURFACE.
~ ~O~.G N .d' _ T ~ it 1'. a ' ~ ~ 96°49'36 ; ~ 1 2Q° b'~° ,j 97,30' S' 90° I 68 .8 104.38 . ~ ~ ~ ~ I~ ~ Qg ~ NE! 20. THE GRADING CONTRACTOR SHALL INCLUDE IN HIS COST' ALL CUT, FILL, AND OR BORROW,
~ ~ 8 90' ~ I o ~ NECESSARY FOR THE COMPLETION OF 1HE GRADING OPERATION. THE CONTRACTOR SHALL INCLUDE IN HIS COST ALL WETTING AND OR DRYING OF SOILS THAT IS NECESSARY TO ACHIEVE COMPACTION
tip°~~', I~---- _ ~'R ~ I -°C~~ 0 2'R 'R 4'R 3'R -i.~- ~ vI- ~~.~-~DEi RAMP IN ~ 3,~ 4R o _ _ b ~ ~ I ~R _ ~ ~ AS % r~ ~~a o ~ ~ R ~ - ~ , ; ~ ~ ~ ~ AS PER THE SPECIFTCA110NS.
i ' d 8,R 6 R ~ 7 SPA ES o ll _ ~ C ~
~ ~ 8 SPA ES 7 ~ ~ ~ 90. N i ~ ~ ! 29. 90° W PP1 TOl 21. THE GRADING CONTRACTOR SMALL CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FEET.
a ^.r ~ .a 68.48' N- t7
d 'R 30 I a 22 a ~ n ~i a 30'R ~~4 - ~ ; i ~ j r t0 °t5` a , I ~ ~T ~ N / ° ~ All 22. THE GRADING CONTRACTOR SHALL MAINTAIN P051ITVE DRAINAGE AWAY FROM THE BUILDINGS AT ALL 1TMES. THE CONTRACTOR SHALL BRING TO THE ATTEN110N OF THE ENGINEER ANY AREAS TI~AT
n a ~ --v- -o- e ; ~ ~ ~ I j i ~ I ~ MA MAY NOT DRAIN PROPERLY DURING CONSTRUCTION.
° - cQ ~ 1 ~ I ~uA S~NSi 4 TYP) 2' WIDE x 12" THICK CONCRE ~ E ~ ' ~ _ - ~ o ~ ~ 23. 1HE SEQUENCE OF WORK SHALL CONFORM TO THE EROSION CONTROL NARRATIVE.
ADA RAMP(2 TYP) COLLAR BETWEEN BOMANITE ail _ ,~,)Sr_D-I ~ i~° 23° ~ FINISH AND ASPHALT PAVING. ai ~,-i=~vT SIGNI ~ I~ ® 6' ~ I ADA "VAN k„~,tSSIBLE ~I ~ ~ - , cr, ~ ,,o
24. I r0~ I ' ~ I (i l° ° ~ °Ix P01 24. THE GRADING CONTRACTOR SHALL CONSTRUCT THE DETENTION POND TO ACT A5 A SEDIMENT POND BEFORE THE SITE CLEARING AND GRADING, AND OTHER SIZE-WORK IS BEGUN. THE DETENTION
~ Two BOMAMTE STAMPED CONCRETE FINISH TO ~ ~ ~ l~j ~'1~ POI aDa PARKING(4 ~ BE INSTALLED TO DOOR, COEOR i0 BE I; ; _ . ~ ` ~ ; z ~ ANI POND AND O1HER 5ED{MENT CONTROL DURING CONSTRUC110N SHALL COMPLY IM1H 1HE DRAWINGS
LINCOLN COUNTY ~ T Y o~^~NFR CATER. ~ ; '~I ' ~ , ~ SELEC ED B _ I ~ ~ ~ I~'• THE AND ALL LOCAL AND STATE CODES AND REGULATIONS. AFTER ALL SITE-WORK IS COMPLETED AND l\ 1HE GRASSING ESTABGSHED, THE GRADING CONTRACTOR SHALL REMOVE ALL SILT FROM 1HE POND
_i L A ~ I ~ ~ ~ ANI AND LEGALLY DISPOSE OF ALL SILT OFF SITE AT NO ADDI110NAL COST TO 1HE OWNER. 1HE REMOVAL
~ , ~ w~ ~ ~ ANI ' OF ANY EROSION CONTROL DEVICES SHALL NOT OCCUR UN1TL AFTER THE SITE HAS BEEN INSPECTED /
465 679 I 71 ROOMS ~ ! ~ ~ ~ ~ ~I~~ 99 99 99 99 ~ , _ AND APPROVED AS BEING STABILIZED,
BONED GD Q z5. 1 25. THE GRADING CONTRACTOR SHALL RETAIN 1HE SERVICES OF A REGISTERED LAND SURVEYOR TO
~ 9 MAX. EMPLOYEES a - _ o PR• li : ~Z, r 1' -n ~ r ~ I - ' ~ COI q PROVIDE TO THE OWNERS REPRESENTATIVE AN AS-BUILT TOPOGRAPHIC MAP DEPICTING ALL CONTOURS, ALIGNMENTS, AND STRUCTURAL CONFIGURATIONS, INCLUDING ELEVATIONS OF ALL
fJ = , 17 0 4 r ~ STf F.F. ELEV. S90 ~I I _ x n STRUCTURAL ELEMENTS AND THAT THE REQUIRED DETEN110N VOLUME HAS BEEN OBTAINED, AS PER
~ ~ ~ THI 0 PARKING SPACES ~ ~ ~a~ o - ~ 1HE DETENTION POND DRAWINGS ANO DETAILS.
V Z ~ g I~ 26. THE GRADING CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE WHEN iNS1RUC110N;a
2~'R ~ i - _ ° ~ FRI 2' CURB CUT ~ ~ i r~ w~ DfR LD FROM REGULATORY AGENCIES ARE RECEIVED AND SHALL COMPLY WITH 1HE INSTRUC110NS AS DIRECTED BY THE OWNERS REPRESENTATIVE.
DEVELOPER:
~ ~ o ~ Z r- ~i 121.so' i - LINCONLTON HOSPITALITY, LLC
STONEGATE COUNTRY MANOR N ATTENTION: MR. TODD WHITTINGTON
I \``i- R U1~ INE - 1 WALL SYS i LPP~, - ~ ~ L GEO GRID RETAIN NG , N 9' 105 RUTLEDGE ROAD
KEYSTONE OR APPROVED EQUAL, ~ ~ ~ THE CONTRACTOR SHAL!_ FURNISi' THE 5 R (TYP) a ~ / GREENWOOD, SOUTH CAROLINA 29649
~ - Tn - - - - - - - - - ' ` I A CAGE & THE DETAILS N ( CI DESIG [phone]
THE DEVEEOPER FOR APPROVAL. I ` ~ o I ~I 2' CURB CUT N 14 SPA ES ~ i ; ~ I, ~ TOTAL ACREAGE - 3.561 ACRES ACREAGE WITHIN R/W - 0.103 ACRES
l NET ACREAGE - 3.458 ACRES
---~---i ~yi ON PIN NUMBER 3633-46-5804
GEO-GRID RETAINING WALL SYSTEh": ~ ®CD A STONEGATE COUNTRY MANOP, ~ ~ ~ TOTAL NEW IMPERVIOUS AREA - 1.395 ACRES
TOTAL % IMPERVIOUS AREA - 39.2.
a ~ ~ ~ _ _ _ _ ~ _ _ _ _ - - - - i i ) > S 77 40 08 W 331.79 TOTAL GROSS BUILDING AREA - 39,846 S.F.
~~k MAX. BUILDING HEIGHT - 46'-5"
PAVED STREET PRIVATE DATE
° 51TE LAYOUT PLAN 04/28/10
~ ~
O CAR ~ ,fxrJf~, LiN ONE CALL - ~SfR, , ~o ~fl ~~c T o`~~~. N 09 SCALE ~'~:r SSSo~~ ~ i'a ~ REVISED ENTRANCE DRI1rE @@t RtLOCATED 5' 1 "=30` ~o~ ~~~a ~~S EESSioN~ ti,~ o D ~2~ M.L.B.
L~cArioN (Z1 'I ~ ~ / S o ti~ y~ ~ S ~ ~ CONCRETE SIDEWALK AS PER COMMENTS ~ DRAWN BY
s~~~ ADERNETHY HOLDINGS LLC ss~ 9 ~ 3 DAYS 6EFORE DIGGING CALL ~S ~,+Eg 0~ INSERTED NEW BUILDING FOOTPRINT ~s ~ ~ I ~ ~ M.L.O.
TOLL FREE 1--900-632-4949 ~ 373 ~4® + i ~ EI\~..cEKi(V~ :~RiNG ~ 12234 ~ o C 30 M.L.B.
~nl P! LC z~ CHECKED BY d ~0 ADJUSTED SIDEWALKS TO BUILDING HOTEL 6140 ~ ~ -r1~ ~-~,b na
~~M _~1~' ~ 1 d. ~'i! 1 Nc. P-6140
CALL'o' -rl A/ 1 T/ 1 1 ~9 j~ O REVISED LENGTH & LOCATION OF THE SMALL PROJECT NO. E3§j~ M B 2~0 M.L.B. LINCOLN
NE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. ZONED PD 141 ' RETAINING WALL TO THE NORTH OF BLDG. TON NORTH CAROLINA O 9 1 4
GRAPHIC SCALE ~r ~v. ~ OFMrfJ Av Jf15 r 04
30 0 15 30 60 120 f A /2 M.L.B. ISSUED FOR REVIEW AND APPROVAL nineering9 SHEET NO.
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. 'HERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER _ THIS DRAWING AND ASSOCIATED 4D ASSOCIATED CAD FILES ARE AN INSTRUMENT OF 10 w 408 SOUTH ALMOND DRIVE cv-1
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE SERVICE AND THE PROPERTY OF E PROPERTY OF MLB ENGINEERING, LLC. 9 BE USED OR REPRODUCED IN ANY WAY OTHER THAN LH SIMPSONVILLE. SOUTH CAROLINA 29681
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL NOT BE USED OR RE I DAMAGE MADE TO EXISTING UTILITIES IN FEET) AUTHORIZED BY MLB ENGINEERIN E WITHIN THE LIMITS OF THE WORK. ALL I BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 inch = 30 !1. MLB ENGINEERING, LLC IN WRITING. NO. DATE BY REVISION PHONE. [phone] SHEET of

3 ROWS OF BAFFLING, REFER ~ ~ EROSION CONTROL NARRATIVE /SEQUENCE OF CONSTRUCTION
® \ TO DETAIL ~w' THE PURPOSE OF THIS NARRATIVE !S TO GIVE A DESCRIPTION OF EROSION CONTROL
LINCOLN COUNTY ~ ~ ~ NOTE: THE POND SHALL BE MAINTAINED iN THIS ~ , ~ 0 ~ ~ , ~ ~ \ CONFIGURATION UNTIL THE SITE HAS BEEN VTAINEO iN THIS MEASURES TO BE INSTALLED AND MAINTAINED AT THE SITE BY THE SITE WORK HAS BEEN i 1 CONTRACTOR TO PREVENT EROSION ANO SEDIMENT FROM LEAVING THE SITE. THIS
C00~, BOARD t STABILIZED & INSPECTED, AND APPROVAL TO 1 x REMOVE THE SILT AND ALL EROSION CONTROL +PPROVAL TO ~^I ~ iION CONTROL 1 NARRATVE SHALL BE FURNISHED TO THE SITE WORK CONTRACTOR AS SPECIFICATIONS O
II~ELL SUFORD " ~ ~ ~j DEVICES BEEN RECEIVED. THE 4 PVC SHALL BI 465 679 I" PVC SHALL BE iI TO COMPLIMENT THE DESIGN DRAWINGS AND DETAILS. THE CONTRACTOR SHALL ~ ~
/ t PLUGGED WITH CONCRETE TO INSURE NO LEAKA( ,9 9, OBE 265 ~ ~ As TUBE NO LEAKAGE ;I COMPLY WITH ALL REQUIREMENTS ON THE PLANS, THE NARRATIVE AND ALSO D, INSTRUCTIONS ISSUED BY THE LOCAL ANO STATE REGULATORY AGENCY. THE ~
ZONED G ~ P ~ ~ ~ ~ FROM THE PERMANENT WET POND. 99 !9 ! ~ ~ \ \ .r i CONTRACTOR SHALL PERFORM THE FOLLOWING ITEMS IN THE ORDER LISTED TO ~
ZONED P ~ r - ~ ~ O,o I.E.=885.00' I MINIMIZE THE EROSION OF THE SITE. X ~ (,1, ~
'a ~ ~ ~ ~ ~ 0 f1 1. A REQUIRED PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED THROUGH MR,
~ ~ ~q 150 4 SCH. 40 PVC ~ ~ \ ®3.6 7 SLOPE E 40 PVC DAVID LEDFORD [phone], OF THE LINCOLN COUNTY NATURAL RESOURCE cn
_ ~ ~ s ~ s~ ,r it DEPARTMENT. THE MEETING SHALL BE ATTENDED BY A REPRESENTATIVE OF THE I LINCOLN COUNTY NATURAL RESOURCE DEPARTMENT, AN OWNER'S REPRESENTATIVE, NC HWY 27 8c 150
~ ~ ~ ~ o THE GENERAL CONSTRACTOR, AND THE GRADING CONTRACTOR PRIOR TO
T- ~ ~ g ~ ~ ~ E~ ACCOMPLISH?NG ANY LAND DISTURBING ACTIVITY OR DEMOLITION WORK ON THE SITE,
URA I IVN ~ ~ ~ ~ ND CONFIG RAP BANK STABILIZATION \ 6 PO ~ RIP f' 2, INSTALL SiLT FENCE AND IMPROVE 50 LINEAR FEET OF THE EXISTING GRAVEL DRIVE
~ D50=12°, INSTALLED OVER ~ ~ x' FOR PERMANENT `1 ~ ~ ~ \ ~ GEO-GRID MATERIAL ~=-,7 ~ 12 _ ~ ` 1\1 ~ ~ ~ \ \ ~ 12 TO ACT A5 THE GRAVEL MUD-MAT (CONSTRUCTION ENTRANCE) UNTIL THE PERMANENT' CONSTRUCTION ENTRANCE CAN BE INSTALLED.
~ \ ~ 7 ~ ~ \ I„
WATER UALITY CONTROL ~ \ 3, ACCOMPLISH NECESSARY DEMOLITION OF ALL EXlSIIN(~ 51RUCTVRES ON THE SITE,
~ ~ ~ ~ ~ A _ 1 ~ ~ LE•=859.60' ~ ~ V~ ~ ~ ~ RIP RAP ENERGY ~ 10 ~ ~ ~ I.E.=859.60' 4, CONSTRUCT THE DETEN110N/SEDIMENT POND. EXCAVATE THE POND AND DIVERT
DOUBLE ROW ~ ~~~1 : ~ ~ ~ ~ ~ DISSIPATER ~~~"~°a~ ~ ~ SILT FENCE ~ ~ ~ \ ~ ~ ~"'~'"6°°~" \ ALL STORM WATER RUN OFF THRU TEMPORARY SWALES TO ENTER AND EXIT THROUGH EROSION CONTROL NOTES
0 \ ~ ~ ~ \ \ ~-®880~°~ { THIS POND. INSTALL THE OUTLET CONTROL STRUCTURE, THE SKIMMER, AND THE 1. iF NECESSARY, SLOPES, WHICH EXCEED 8 VERTICAL FEET, SHOULD BE BAFFLES AS PER THE DETAILS AND GRASS THE SLOPES OF THE POND AS SOON A5 STABILIZED IMTH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO
~ \\h POSSIBLE. HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
\ ~ \ \ \ \ 1 \ 1 ~ \ ~ CPS ` ~ ~ ~ \ ~ ~ ,'il 2" FAIRCLOTH SKIMMER OR APPROVED DRAINS DURING CONSTRUCTION, TEMPORARY BERMS MAY BE NEEDED 5, INSTALL THE NEW 30" RCP PIPE FROM STRUCTURE ~ TO STRUCTURE # 3 TO DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE,
~ ~ ~ ~ ~r EOUAL, WITH i.5 DIA. ORIFICE. ~4j A ~ ~ A ~ A ~ \ BFI INSURE T1iAT THE OFF SITE DRAINAGE WILL N07 INTERFERE WfTH THE EROSION
~ A .A~ ~ ~ - ti CONTROL DEVICES BEING INSTALLED FOR THE SITE. THE BACKFILLING OF THE 2. STABILIZAITON MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL EXISTING DRAINAGE DITCH CAN BE STARTED AS A PART OF THIS PHASE OF THE IN PORTIONS OF THE SITE WHERE CONSTRUCTION AC11VI11ES NAVE
. \ ~ ~ POND CONFIGURAIIC~~ I ~R EI~OS{ON CONTROL ~'.I GRADING FOR THE PROJECT. tEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE FOR MORE
~ SILT FENCE ~ ~ S ~ : ~ ~ ~ ~ ~ ~ ~ ~ , . 0.. , ~ . _ _ id THAT 14 DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT
\ ~ ~ ~ ~ 6. CLEAR AND GRUB THE REMAINDER OF THE SITE AFTER S1I:F5 ~ 3 AND # 4 ARE POR110N QF 1HE SITE WILL RESUME WITHIN 21 DAYS.
TOP STONE CHECK , . ~ , , EROSION CONTROL LE TR 0 L LEGEND COMPLETE AND ALL EROSION CONTROL MEASURES ARE INSTALLED, 3, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS 0.5
DAM 875.00 \ ~ ~ ~ \ ~ k V ' ~ 7. CONSTRUCT TEMPORARY SWALES TO DIVERT ALL RUNOFF POSSIBLE THROUGH THE INCHES. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR POND AND MAINTAIN THROUGHOUT ALL GRADING OPERAT10NS, REPLACED, AS NECESSARY. RECORDS OF THE INSPECTIONS SHALL BE
~ s~ ~ ~ \ ~ ~ EXISTING CONTOURS ~ o ~ ~ , ~ ~ ~ ~ ~ ~ ~ TOTAL LENGTH OF - ~ 16 818 KEPT OF EACH OF THE INSPECTIONS,
~ ~ ~ ~ ~ IMPACT ®149 NEW CON 0 S 8, PERFORM EXCAVATION AND ROUGH GRADING. INS'TAL.L THE PERMANENT CONSTRUCTION ENTRANCE AFTER THE ENTRANCE DRIVE GRADING HAS BEEN 4, PROVIDE SILT FENCE AND/QR OTHER CONTROL DEVICES, AS MAY BE
` RIP kP,P JiT(,H ' \ x~ x " ` ~ 27 CY RIP RAP, D50=.1", SILT FENCE SF SF ACCOMPLISHED, REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCITON, ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH
SEC~IION ~ ~ A ~ ~j a''`~ ~ ~ ~A PL G BO Et~ S 0 4 P ~ ~ ~ OV R GEO-GRID ~ . ~,v R ~v ~ ~ INSTALLED E R TION ~TION ~ ~ ' ~ ~ ~ 9, INSTALL STORM DRAINAGE PIPING, CATCH BASINS, AND INSTALL SILT DAMS AROUND GRASSING IMMEDIATELY AFTER THE UITLITY INSTAl1ATION.
~ ~ WI CON RETE ~ ~ MATERIAL AS PRE ATTACHED LIMITS OF CONST UC `r j / r ~ ~ s' ~ \ ~ ~ \ \ ~ \ ~ NOTES & DETAILS WITH A 2' NEW STORM DRAINAGE ~E - ALL CATCH BASINS AS PER DETAIL. 5, TEMPORARY DIVERSION BERMS, SLOPE GRAINS, OR DITCHES SHALL 8E
v ~ ' . ~ . ~ e~ ~ ~ ~ ~ ~ ~ TALL STONE CHEC D. ® WITH EROSION CONZROL ,ZROL 9 PROVIDED AS NEEDED DURING CONSIRUC110N TO PROTECT NEWLY 10. PERFORM FINISH GRADING, INSTALL CURB AND GUTTER, AND PLACE ASPHALT ESTABLISHED FILL BANKS OR OTHER WORK AREAS FROM UPGRADE STORM
~ ~ ~ ~ ~ 1 ~ ` ~ ~ ~ LOW END OF RIP RAP ,hSTALi.A110N. ~ , iE CONCRETE BINDER ON ROADWAYS AND PARKING AREAS AS SOON A5 POSSIBLE, DRAINAGE RUNOFF AND OR TO DIVERT SEDIMENT LADEN STORMWATER TO
~ o t' ~ ~ ~ \ \ • ~ TEMPORARY DRAINAGE ~ ~ ~ : ~4 ~ ~ ~ \ \ DITCH IMMEDIATELY GRASS ALL AREAS NOT TO BE PAVED. APPROPRIATE TRAPS OR STABLE OUTLETS.
~ ~ \ 11, ACCOMPLISH BUILDING CONSTRUCTION OPERA110N5. iPISTALL FINISH PAV1NG AFTER 6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
~ ~ ~ ~ I ` ~ \ \ ` ~ ~ ~ 1 , ~ --EXCESS TOPSOIL & SOME SELECT DEMOLITION ~ ~ ~ ~ ~ \ ~ 1 MATERIALS MAY BE PLACED IN THIS AREA, ~ - ~ ash s , ~ \ ~ ~ BUILDING CONSTRUC110N IS SUBSTANTIALLY COMPLETE. DURING ALL PHASES OF CONSTRUC110N UNTTL THE COMPLEITON OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
~ ~ ~ \ ~ ` ` ` ~ ~ ~ ' AS APPROVED BY THE SOILS CONSULTANT. 12. REPAIR AND RE-GRASS ALL ERODED AREAS, MAINTAIN ALr<. DISTURBED AREAS STABILIZED, ADDI110NAL CONTROL DEVICES MAY BE REQUIRED DURING
UN11L THEY ARE STABILIZED WiTH NEW GROUND COVER. CONSTRUCTION !N ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED
ONCE CONSIRUCTiON IS COMPLETED AND THE SITE IS STABILIZED. _ 13. REMOVE ACCUMULATED SEDIMENT FROM THE SEDIMENT POND AND FROM ALL
1 ~ . 11 ` t2 ~ ° ~ ~ ~ ' 5' WIDE EASEMENT FOR I. , 7 6 ~ ~ ~ ~ ~ 1 OR OTHER EROSION CONTROL DEV1CES, AFTER THE 51TE HAS BEEN INSPECTED AND 7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE
~ ~ ~ , 5 CONCRETE SIDEWALK ° ~ ~ 7. ~ \ ~ , ~ ~ ~ 8 $ \ ~ ~ ELK DETERMINED TO BE STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES TRACKING OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCITON AND SILT FENCE AND CONFIGURE THE SEDIMENT POND TO ITS PERMANENT CONFIGURA°ITON. AREAS, THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
~ ~---8 8 ~ ~ ~ 4 ~ ~ ~ \ ~ ~ ~ A ~ i PAVEMENT, AS MAY BE REQUIRED.
~ 1 a _ \ ~ 872 ~ : \ ~ SILT ~ENCL~ ~ 6. SILT BASINS SHALL BE CLEANED OUT AF1ER EACH RAIN BEFORE GRASS
10 ...e........~. ~ ~ ~ \ ~ , ~ ~ ~ 87 ~ ~ / \ \ ~ A/,. X ~ ~ 1 1 ~ _ ~ \ ~ 876 ~ \ ` ~ ~ GRASSING IS ESTABLISHED, AFTER GRASS IS ESTABLISHED, SILT BASINS SHALL BE CLEANED OUT AS REQUIRED TO PROVIDE A MINIMUM OF 75 ~ OF REQUIRED
~ ~ ~ ~ ~1 ~ I~ 9 ~ ~ 88 ` ~ ~ ~ . ~ ~ ~ ~I j 1 ~ 1 ~ ~~,vIITS OF DISTURBANCE 1, AREAS TO BE GRASSED SHALL BE DEFINED AS ALL AREAS QF THE SITE WITHIN THE VOLUME,
~ ~ ' ~ ~ ` ~ 8 ~ ~I 1 t;, ~ ~ \ 3.1 ACRES GRADING LIMITS AND NOT OCCUPIED BY PANNG, CRUSHED STONE SURFACING OR 9, THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEDIMENT
884 ~ 8 ~ ~ ~ ~ .1 ~ ~ STRUCTURES. GRASSING SHALL INCLUDE FINAL SHAPING, LIMING, FERTILIZING CONTROL MEASURES (IMPLEMENTAl10N AND MAINTENANCE). 1HE GENERAL AND SEEDING. CONTRACTOR SMALL HAVE SUPERVISORY RESPONSIBILITIES OVER 1HE
~ ~ 6 ~ ~
ARMY CORPS ~ ~ ~ 1 i ~ - _ _ 2. LIME SHALL BE AGRICULTURAL GRADE, GROUND LIMESTONE. GROUND GRADING CONTRACTOR. LIMESTONE SHALL CONTAIN NOT LESS THAN 86 ~ OF CALCIUM CARBONATE 10. ALL RIP-RAP SHALL BE DUMPED RIP-RAP IN ACCORDANCE WITH THE
RIP RAP F><~NERGY~. 1 'a~~ , ~ ~ > - ~ ~ t JURISDICTIONAL ~ a T CE AROUN 874 I ~ CONTENT EQUIVALENT AND SHALL BE OF SUCH FINENESS THAT 90 % WILL PASS STATE HIGHWAY DEPARTMENT STANDARD SPECIFlCATIONS FOR HIGHWAY THROUGH A NO. 10 SIEVE AND NOT LESS THAN 50 ~ 1HROUGH A N0, 50 SIEVE. CONSTRUCTION, LATEST EDITION. PIECES SHALL BE NO LARGER THAN 24
DiSSIPA-fER ~ °~a' ~ SIL FE4~ ~ ~ 7 ~ ~ 8 I°} i< ~ CA 1 w>> ~ ~ EACH INLET ~ ~ ~ ~ ~ y ~ ~ O~ I , WATERS START ~ ~ ` ~ ~ „ 87 ~ 879°°°-'i i~' ~ `~~:x ~ SEEDING SEEDING PLANTING PLANTING INCHES. THIS WORK SHALL ALSO CONSIST OF PLACING AN APPROVED
\ ~ \ ~ ~ ~ ~ 84. ~ \ \ 88 ~ ` ®88 4 ~ I 1 1 MIXTURES 3, FERTILIZER SHALL BE GRADE 10-10-10 COMPLETE FERTILIZER OF UNIFORM MIXTURES RAZE DATE COMP0511TON, FREE-FLOWING AND SUITABLE FOR APPLICAl10N WITH EQUIPMENT, PREPARED S OPE CBENEAIHLTHEFR PEDRACIPNG SOIL EROSION, ON THE
. ~ - ` ~ ~ g ~ . ~ 88 ~ ~ 882 'p~ I 1 ~ 1 ~ 6~ ~ ~ 88 ~ ~ ~ ~ ~i 1 1 ~ ~ f ~ 884-' ~ 88 e ; ~ I I TALL FESCUE TALL FESCUE 100 LBS/AC AUG, TO OCT, DELIVERED TO SITE IN BAGS LABELED WITH MANUFACTURER'S GUARANTEED
a ~ ~ ~ s ~ ~ ~ ~ ~ } ~ ' t i CONSTRUCTION ENTRANCE ~ ~ ~ ~ . \ ~ 88 ~ ~ ~ BO LONG x 20' WIDE x KCREAN LESPE KUREAN LESPECEZA 10 LBS/AC OR ANALYSIS, AND SHALL CGNFORM TO ALL STATE AND FEDERAL REGULATIONS. 11. SLOPES THAT ARE STEEPER THAN 3 TO 1 SHALL BE STABILIZED N11H
I \ l i ~ ~ ~ o I 888 ~ ~ 1 "THICK) "MUD MAT" SERICEA LESPE ~ ~ ~ ~ .i +889,0 ~ ~ I ~ 1 REDTOP SERICEA LI:SPEDEZA 20 LBS/AC MARCH TO MAY 4. SEEDS SHALL BE A MIXTURE AS APPROVED BY THE ENGINEER AND SHALL MEET EROSION CONTROL FABRIC (JOIE MATTING OR APPROVED EQUAL) IN REDTOP 5 LBS/AC ACCORDANCE WITH 1HE STATE HIGHWAY DEPARTMENT STANDARD REQUIREMENTS OF SEED LAWS OF THE STATE AND THE U.S. DEPARTMENT OF
~ ~ _ ~ ~ ~ I ~ ~ ~ ~ ~ , I I , ~ ~ KENTUC Y 8LU KENTUCKY BLUEGRASS 5 LBS/AC AGRICULTURE RULES AND REGULAl10NS UNDER FEDERAL SEED ACT IN EFFECT ON SPECIFlCATiQNS FOR HIGHWAY CONSTRUCTION, LATEST EDITION. ALL
~ ~ ~ ~ \ ~ ~ A ~ ~ ~ ~ ~ 1 ADD GERMAN THE DATE BIDS ARE RECEI'dED. SEED SHALL BE DELIVERED IN STANDARD SLOPES ARE TO BE MAINTAINED UNTIL A HEALTHY STAND OF GRASS IS ADD GERMAN MILLET 10 LBS/AC MAY TO AUG. CONTAINERS. SEED WHICH HAS BECOME WET, MOLDY OR DAMAGED (N TRANSIT ESTABLISHED. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE
~ . ~ r ~ ~ ~ ~ 1 1 ~ ~ I \ ~ ! ~ ~ ADD RYE GRAIL DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED ADD RYE GRAIN 40 LBS/AC AUG TO APRIL OR STORAGE WILL NOT BE ACCEPTABLE, UNTiL THE SLOPE IS BROUGHT TO GRADE.
I ~ s , 2, ~ ~ , ~ I I w ~ \ \ I -
I I 1 ~ OR RYE GRAIN I _ OD ~ ~ t~ ~ \ ~ ~ KOREAN LESPE OR RYE GRAIN (TEMP) 920 LBS/AC FEB, TO MAY 5, MULCH SHALL CONSIST OF SMALL GRAIN STRAW OF GOOD QUALITY, CLEAN, FREE 12. GRASSING SHALL BEGIN AS SOON AS GRADING IS COMPLETED. KOREAN LESPEDEZA 50 LBS/AC OF NOXIOUS WEEDS, AND REASONABLY FREE OF OTHER WEEDS. MULCH SHALL BE TEMPORARY GRASSING MAY BE REQUIRED SHOULD EMBANKMENT
~ 888 ~ 6" H, 40 PVC ~ ; ~i~IDG ~ ~ ~8~s5 ~J ~ I 9 00 ~ ~ ® ~ ~ ~ SYS ®2.0 % MIN SLOPE 9 8$ `.~Y " - -LINE %'~.-SLOPE 1 OR GERMAN MI SPREAD AT A RATE OF 1 TON PER ACRE ON SLOPES UP TO 8 ~ AND AT A RAiL: OF 1- CONSTRUCTION CONTINUE FOR AN EXTENDED PERIOD OF 11ME,
~ i ~ ~ ® ~ ~ ~ ~ ~ ~ O ~ * ,,,ice I OR GERMAN MILLET (TEMP) 40 LBS/AC MAY TO AUG, 1/2 TONS PER ACRE FROM 8 ~ UP TO A SLOPE OF 3 TO i AND SHALL BE ANCHORED IMTH EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1} OR OTHER SUITABLE TACKIF!ER. 93. ALL EXCAVATED MATERIALS ARE TO 8E USED ON SITE. ALL
h ~ ~ ro \ ~ ~ ~ ~ OR RYE GRAIN OR RYE GRAIN (TEMP) 120 L65/AC AUG. TO DEC, FOR SLOPES GREATER THAN 3 TO 1, USE JUTE MATTING OR APPROVED EQUAL "PO DEMOLISHED MATERIALS AND WASTE MATERIALS SHALL BE TRUCKED OFF STABILIZE THE SLOPE, THE SITE AND LEGALLY DISPOSED OF AS NECESSARY.
\ ~ 8 4.63 ~ ~ ~ I ~ ~ 883.94 RIM 6, SPREAD LIME AT A RATE OF 3,000 LBS. PER ACRE. 14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS
~ ~ ~ ~ I' ~ j''. I- 881.53 IN '17 ~ ~ ~ I I \ ~ o _ ~ ~ ` 879.34 INV REQUIRED FOR HIS BORROW AREA, IF REQUIRED,
I \ ` `ti ~ ~ 885.G'' ~ ~ ' 87'1.13 INV 7, FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY AT A RATE OF 1,000 LBS, PEF: ACRE AND SHALL BE INCORPORATED INTO THE SOIL TO A DEPTH OF AT LEAST 2 INCHES 15, THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE
i ~ \ \ ~ Ij ~t~ 1 V ~ _ a~'~ ~ ~ ~t A 0 I ~ o ~ 4-- ' 1 X84.64 \ 1 BY DISKING AND HARROWING, DETEN110N POND (CUTTING GRASS, REPAIRING ERODED AREAS, KEEPING CONTROL STRUCTURES AND ORIFICES CLEAN AND CLEAR OF DEBRIS,
a ° Q ° ~ m (I ~^I ~ 4 ~~11ff C B 6. SPREAD SEED AT A RATE AS NOTED ON 1HE DRAWNGS. REMOVING ACCUMULATED SEDIMENT, ETC.) AS PER THE APPROVED POND
I ~ m r ~ . i 1 , ~ 885.59 RIM d ( , ~ IM MAINTENANCE AGREEMENT, AFTER THE POND HAS BEEN CERTIFlED AND
8 , ~ ~ I ~ ~ ~ II, i 882.99' INV IV 9. IMMEDIATELY AFTER FERTILIZING AND SEEDING HAVE BEEN COMPLETED, 1HE APPROVED, ENITRE AREA SHALL BE COMPACTED BY MEANS OF CULIIPACKER, ROLLER, OF
e C,+~. ~ < , . ~ 1 V ~ ' ~ ~.0. - ~ ~ i ~ CMF ~ APPROVED EQUIPMENT WEIGHING APPROXIMATELY 90 LBS. PER LINEAR FOOT OF 16, THE GRADING CONTRACTOR SHALL RETAIN THE SERVICES OF A ROLLER AND REQUIRED MULCH PROPERLY APPLIED. REGISTERED LAND SURVEYOR TO PROVIDE TO THE OWNERS
889.7 ~ ~ ~ r - a _ 2 s 1 I~ ~ w 1 ~ 1 \ REPRESENTATIVE AN AS-BUILT TOPOGRAPHIC SURVEY DEPICTING ALL
~ \ ~ ~ ~ _ ~I) ~ ~ I I Co - I ~ ~ 1 TEMPORARY ENTRANCI 10, WHEN ANY POR1TON OF THE SURFACE BECOMES GULLED OR OTHERiMSE CONTOURS, ALIGNMENTS, AND STRUCTURAL CONFlGURAITONS, INCLUDING )BABY ENTRANCE DAMAGED FOLLOWING SEEDING, OR SEEDLINGS NAVE BEEN +MNTER KILLED OR ELEVATIONS OF ALL STRUCTURAL ELEMENTS OF THE DETENTION POND.
' 'ro tP ao ` ~ ~ ~ 10 SCH. 4 PVC RO F D AIN _ a ~ I \ I ~ - 1 1 CONTRACTOR TO MAIL` ~I N 0 C!J U TY ~ ~ ~ ~ ' ~ ~ ~ s 1 50 OF EXISTING GRAS ~ ~ ~ SYSTEM 12.0 % MIN S~0 ~ d, I, I i~ ~ - 2ACTOR TO MAINTAIN THE SURVEYOR SHALL CERIIRY THAT THE REQUIRED OETEN110N VOLUME _ F EXISTING GRAVEL OTHERWISE DESTROYED, THE AFFECTED POR110N SHALL BE REPAIRED TO RE- 23,784 C.F. FROM ELEVATION 875.50 FT. TO ELEVAl10N 878.00 FL IS
~ ~ I ~ I I n , ; ~ ' 1 DRIVE UP GRADED TC g UP-GRADED TO MEET ESTABLISH THE CONDITION AND GRADE OF THE SOIL PRIOR TO RE-SEEDING AS AVAILABLE AND THAT THE REQUIRED POND VOLUME = 29,338 C.F. FROM )ARDS ON CONSTRUCTION SPECIFlED ABOVE, ELEVATTON 675.507 TO ELEVAl10N 864,00? IS AVAILABLE, AS PER THIS
CH OL O ~ 'I `I ~ 11 STANDARDS ON CONS ~ 889,5 89 ' ( ~ ~ ~ ENTRANCE DETAIL UN 1NCE DETAIL, UNTIL 11. ALL DISTURBED AREAS ARE TO BE GRASSED IMMEDIATELY AFTER THE CONSIRUC110N DOCUMENT,
679 ~ ~ ~ . ~ ;88.5 t~~ ; . 1 ~ 1 PERMANENT CONSTRU ~ ~ \ I 4NENT CONSTRUCTION CONSTRUCITON iS COMPLETED, AT NO TIME WiLL AN AREA BE LEFT BARE FOR 1NCE CAN BE INSTALLED. MORE THAN 14 DAYS AFTER COMPLETION OF 1NE CONSTRUCTION,
ss ~9 a~ a ~ ~ RO ~ '1 t ENTRANCE CAN BE iN o~ I
~ 9 ABC, EMPLOYEE ~ ~ I ~ \ ao ~ ~ II . ~ I 886.8 ~ I ~ 3 ,
I ='s ~1 - „ ~ 'i E I~ Ili E_ . F. EL =>~90.17 II
I ~ . ~ - ~ ~ JOE ~~t;, I -ter ' ' JOB NUMBER 0914 STORM DRAINAGE SCHEDULE ~ MLB ENG{NEE9NG, LLC
~0 PARKING PACE'S , ~ , s ~ ~ +889.7 ~ 8 9.7+ g ~ , ' 1 I ~R. ~R, DATE 912312010
i - ~ ~ ~ ~ 4 t ~ N 88t.~, i 1 . ~ ~ !PIPE STRUCTURE
. - ~ ~ ~ ~ „ ~y, , ~rl l / >3 0 _ ~ / PR~ LENGTH DIA, SLOPE INVERT INVERT STRUCT. TYPE - TOP WEIR BorroM DEPTH DEVELOPERa
LIMITS OF DISTURBANCE 1 _ ~ ~ 1 FROM TO (FEET) (IN.) (OUT) (IN) # STRUCTURE_~ ELE'a. ELEV. ELEV. (FEET) LINCONLTON HOSPITALITY, LLC
3.1 ACRES ~ ~ . ~ ) ~ ~ ~ ~ ~ _ ~ oo , I / ~ ~ ~ ~ ~ arr PI y I 1 RE-BUILDSIRUCTURE 882.99 1 #9CATCNBASIN 885,80 884.80 882.99 2.8 ATTENTIONa MR. TODD WHITTINGTON 2 RE-BUILT STRUCTURE 105 RUTLEDGE ROAD
I ~ N ~ p~• ~ ~ I ~ 888 2 3 235 30 8.10 877.13 858.10 2 # 9 CATCH BASIN 883,80 88280 877.13 _ 6,7
u' b c0 ~ v~l ,08 ~ 3 END OF PIPE 858,10 GREENWOOD, SOUTH CAROLINA 29649
~ k - - ~ - - ~ - - ' ~ ~ _ 1 4 5 120 15 2.10 883,00 880.48 4 GRATE INLET _ 886.70 883,00 3.7 ($64) 993-4616
~ ~ ~ +889.5~~~ 8~ I SGT}..., ~ X CB 5 6 115 15 1.00 880,48 879.33 5 GRATE INLET 884.00 880.48 3.5 TOTAL ACREAGE - 3.561 ACRES
892 890 ~ i 894 I ' I _ ~ $87.83 RIM 6 7 98 15 1.20 879.33 878.15 6 GRATE INLET~~ 887.00 879.33 7.7 ACREAGE WITHIN R/W - 0.103 ACRES 7 9 95 15 2.00 878.15 676,25 7 GRATE INLET 885.60 878.15 7.5 NET ACREAGE - 3.458 ACRES
--I--:-- If ~ ~ 885,63' INV 8ss _ i , ~ es8 .I I. ~ 8 9 120 15 4.00 884.00 879.20 8 #9CATCHBASIN 887.50 866.50 884,00 3,5 PIN NUMBER 3633-46-5804
I r 9 10 68 15 6.25 876.25 872.00 9 GRATE INLET 884.10 876.25 7.9 TOTAL NEW IMPERVIOUS AREA - 1,395 ACRES
~ ~ ~ ~ ~ ~ ~ - I~ ~ 1 1o END of PIPE ~ 672,00 TOTAL % IMPERVIOUS AREA - 39.2
~ - PK NAI 11 12 112 15 7.50 868.00 859.60 11 DET. REL. STRUCT. 876.75 868.00 8,75 'K 12 END OF PIPE s59.6Q TOTAL GROSS BUILDING AREA - 39,846 S>F.
K ~ ~ ~ ~ / ~ RIM 893,95' (FLOW y ~ ~ ~ ~ MAX. BUILDING HEIGHT - 46'-5"
~ > PRIVATE ~ 2 ~ I r P~V~D EET INV 887,95 Rc 89 891.05 ~ I o~
. ~ E 27 M,L,B. REV. GADING & DRAINAGE, ADDED EROSION DATE
- ~ ' / II _ , GRADING PLAN 04/2/10 ~0 CONTROL CONFiG. ~ SEQUENCE OF CONST, ~ss~s ~
ONE CALL % cB , ~ ,I NORTH CAROLINA , , j~?, `o I RIM 894.20 (FLOW) ~ ~ ~,~„t~, ,,ARa ~ ~ CAROB ~ 0~ REVISED SILT FENCE ALONG ROPER DRIVE & ® SCAL~~ 308
P~~` ~AT,oH INV 888.20' „ / W ,y~o~~ ~',v,a 5 o~ ~ ~5~~~~ ~~FE,SS~ON~ti,~~ ~ D 2~ M.L,B, RELOCATED LIMITS OF DISTURBANCE ~~®r"®C® DRAWN BY
A6ERNETHY HOLDINGS LLC I ~B ~ ,~s~~~ 9~ m m 3 DAYS BEFORE DIGGING CALL 890.4` . R!!vi _ - ICI-g V ~~v~ a~ ~ 07 INSERTED NEW BUILDING FOOTPRINT AND A'L'B'
1, '1 V/ it r it TOLL FREE 1-800-632-4949 ~ ~ 373 ~~.Q ~86.3r ,NJ 894 ~ tNGIiv~ERlf~~~, ~ ~I~~,, ~ 12234 ~ o C /30 M.L,B. CHECKED BY
t ~nl Pi_LC 'z~ 1 ~ ~ ~ o ~ ~ ~ e 2~• ~ a ~ /p CLEANED UP GRADING SPOT ELEVAt10NS H O l L q~
"`""5' 1 -r/
Ll~' ZONED ' w 'P~~~ SITL FENCE TO BE INSTALLED Q ' OMMUNITY AND JOB SAFETY. A ONE CALL SYSTEM FOR C FOR EROSION CONTROL DURING SS B ~~29 M L B REV. DRAINAGE SCHEDULE LOCATION OF PROJECT NO.
GRAPHIC SCALE WATER MAIN INSTALLATION. E OF AVM`,;;; :1,._:__. off ffr RETAINING WALL IN CREEK LOCATION LINCOLNTON NORTH CAROLINA 0 9 1 4 L, 710 ,;,rrlJflllf .r
30 0 15 30 60 120 - , fff/ A 0/2B M.L.B. ISSUED FOR REVIEW AND APPROVAL ngIKirlmePiii , SHEET NO.
THE UTDLITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. I _ THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER THIS DRAWING AND ASSOCIATED C ASSOCIATED CAD FILES ARE AN INSTRUMENT OF o 710
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE SERVICE AND THE PROPERTY OF I PROPERTY OF MLB ENGINEERING, LLC. z m 408 SOUTH ALMOND DRIVE V - 2 3E USED OR REPRODUCED IN ANY WAY OTHER THAN SIMPSONVILLE, SOUTH CAROLINA 29681
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL NOT BE USED OR REF LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES ( IN FEET ~ AUTHORIZED BY MLB ENGINEERING WITHIN THE ILB ENGINEERING, LLC IN WRITING. ~ NO. DATE BY REVISION
BY THE. CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 inch = 30 ft. PHONE: [phone] SHEET of

~E W
~0 E B E OUTY U LILAC L C IN m T N 0 C .LQVV DEFT _ WATER LINE NOTES SiTE
SCHOOL BOARD 3~ 6EH~N° ~CURO 1. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THI;
ISI~ELL SUFORD GAS 1 3 BEHIND SPECIFICA110NS AND DETAILS. ALL MATERIALS AND PRODUCTS THA"f p CONTACT POTABLE WATER MUST BE THIRD PARTY CERTIFIED AS ~ ~
LVES II 679 VA I~ I MEETING THE SPECIF'ICAlIONS OF ANSI/NSF STANDARD 61. ALL n
99 99 99 99 ®8E 285 I E E ~ II 99 99 ~ i I ~ PIPING MATERIALS AND INSTALLATION SMALL MEET THE APPROVAL CAF x i ~ THE CITY OF LINCOLPJTON, PUBLIC WORKS DEPARTMENT AND THE N
ZONED P~ ~ II Q ~G ~ STATE HEALTH AUTHORITY, ~ X
- II ~ I ' ~ Cg 2. ALL DUCTILE IRON PIPE (D.LP,) SHALL BE PRESSURE CLASS 350,
~ ti I ~ C~ II ~ l 8gq. { 894,29, CONFORMING TO AWWA C-151. ALL FITTINGS SHALL BE EITHER to
N i 1 N, 8g 7., N. 8g1, ,RIM MECHANICAL OR PUSH-ON JOINT AND SHALL COMPLY >MTH AWWA
1~~1 C~a~l 3g 1NV C-110. NC HWY X27 & X150
~ 896 ~ I1~1 3. SEAMLESS COPPER TUBING, 3 INCHES AND SMALLER SHALL BE,
m 11 I r I I TYPE 7 K, ROLL FORM TO COMPLY 4MTH ASTM B-fiB, LATEST I I REVISION, AND SHALL BE INSTALLED WITH WROUGHT COPPER (95-5
`z I
11 I I ti~ I B" WATER MAIN TIN ANTIMONY SOLDER JOINT) FITTINGS fN ACCORDANCE WITH ASTM I B-16,22.
I ~ i~ I ail ill SANITARY SEWER NOTES ~'I 4, ALL WATER LINES SHALL BE PRESSURE TESTED TO 1.5 TIMES THE;
I MAXIMUM WORKING PRESSURE, 150 P.S.LG. (MINIMUM), CLEANED, 1. POLYVINYL CHLORIDE (PVC) SEWER PIPE SHALL CONFORM TO Z STERILIZED, AND FLUSHED UN11L TWO SUCCESSIVE SATISFACTORY ASTM D-3034, SDR-35, INSTALLED IN ACCORDANCE WITH ASTM
WATER BACTERIOLOGICAL SAMPLES, TAKEN AT LEAST 24 HOURS p-2321. ELASTOMERIC JOINTS SHALL COMPLY WITH ASTM D-3212.
1 1 APART ARE OBTAINED. A STATE APPROVED LABORATORY SHALL SDR-35 PIPE SHALL BE INSTALLED IN CLASS - B BEDDING AS PER
89 1 it i't ~ ANALYZE THE SAMPLES. THE RESULTS SHALL INCLUDE BOTH THE DETAILS ON THE DRAWINGS. _ COLIFORM AND NON-COLIFORM GROWTH,
II 1 i 1~ MANHOLE ~ 2. THE CONTRACTOR IS RESPONSIBLE FOR SETTING THE TOP
I 1l Ii 11 ' 899.10 RIM 5. ALL FIRE HYDRANTS SHALL COMPLY WITH ~,WWA C-502 AND BE ELEVAl1ON OF ALL CLEANOUTS TO ALLOW FOR THE THICKNESS OF MULLER OR APPROVED EQUAL AND SHALL MEET THE APPROVAL OF'
~ I \ 11t I 889.00' INV~ _ ASPHALT PAVEMENT, STONE, OR TOPSOIL IN GRASSED AREAS, IN THE CITY OF LINCOLNTON.
~ ~ \ 111 111 ~ MANHOLE ~ ORDER TO MATCH THE FINISHED GRADE ELEVATIONS. ROAD ,898.75' RIM 6, ALL GATE VALVES SHALL COMPLY WI'fi-I AWWA C-500 HAVE a
~ i1 t `SIGN 3. EACH JOINT OF PIPE SHALL BE CLEARLY AND LEGIBLY MARKED _ ~ 889.95 INV ~ 175-PSI WORKING PRESSURE AND SHALL BE MULLER OR APPROVED yMTH TFIE MANUFACTURER?S NAME OR IDENiiFYING SYMBOL AND
EQUAL, MEETING THE APPROVAL OF THE CITY OF LINCOLNTON. THE LETTERS. (E.S.) APPEARING ON THE EXTERIOR OF THE
i ~ \ 7, A MINIMUM OF A DOUBLE CHECK VALUE DECTABLE (BACKFLOW PIPE NEAR THE SOCKET.
I \ ~ ~ 1 0 f+1 I ' PREVENTOR) ASSEMBLY SHALL BE INSTALLED ON ALL LINES 4. A MINIMUM OF 4 FOOT OF COVER SHALL BE MAINTAINED OVER
g0 I a DEDICATED FOR FIRE LINE SPRINKLER SYSTEMS IN A MANNER ALL PVC PIPELINES. 50 LONG BORING ACCEPTABLE TO THE LOCAL AUTHORITY, Alt UNDERGROUND WORK
i 1 11 ENCASEMENT PIPE FOR THE DEDICATED FIRE LINE SHALL BE INSTALLED AND CERTIFIED 5. WATER LINES SHALL BE INSTALLED AFTER ALL GRAVITY SEWER
i I WATER BY THE SPRINKLER CONTRACTOR AND SHALL BE CONSIDERED AS A LINES ARE INSTALLED. WATER I ~ PART OF THE INTERIOR FIRE SPRINKLER SYSTEM.
/ \ ~ VALVE VALVE 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
\ ~ ~ END END ~ WATER LINE T) E ~ ALL PIPE MATERIAL, SOLDER AND FLUX SHALL BE LEAD FREE UNDERGROUND UTILITIES BEFORE COMMENCING WORK. HE SHALL
j y.' I ~ (LESS THAN 0.2~ LEAD IN SOLDER AND FLUX, AND LESS THAN a3.0ia CONTACT THE WATER, TELEPHONE, POWER, AND GAS COMPANIES LEAD IN PIPES AND FITTINGS). LUBRICANTS, WHICH WILL SUPPORT BEFORE EXCAVATION IS BEGUN.
~ I
~ CNRB \ ~ I NIET CUR ,r C Q MICROBIOLOGICAL GROWTH, SHALL NOT BE USED FOR SLIP ON JOINTS. ~l SO VEGETABLE SHORTENING SHALL NOT BE USED TO LUBRICATE JOINTS. 7. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED TO THE NLE~ 8gg gp~' NV MO QBiOLOGICALBGROWTH WILLE BE USEDAFOR ANY GASKETSPORT LINES AND GRADES SHOWN ON THE DRAWINGS. THE CONTRACTOR
~ ~ \ ~ a N ~ 90 90 SHALL PROVIDE STANDARD CLEAN-OUTS AT ALL BENDS AND
I MANHOLE _ h ~~~r _ 884.94 RIM 0-RINGS, AND OTHER PRODUCTS USED FOR THE JOINTiNG OF PIPES., CHANGES IN GRADE IN THE SEWER LINES, AND AT CONNECTIONS TQ
SS's j ~ ~ 7.04 IPIV SETTING METERS OR VALVES, OR OTHER APPURTENANCES WHERE EXISTING SEWER LINES. PIPE BEDDING AND BACKFILL SHALL BE DIRECT CONTACT WITH THE POTABLE WATER MIGHT OCCUR, CAREFULLY CONTROLLED. ALL SANITARY SEWER WORK SHALL
~F~, ~ ~ \ 1 ~ v,~ COMPLY WiTH THE CITY Of LINCOLNTON CODES AND ORDINANCES.
~ ~ ~ 9. ALL 44ATER LINES SHALL BE INSPECTED BY THE CITY OF THE CITY OF LINCOLNTON MUST INSPECT ALL SEWER WORK AS LINCOLNTON AND THE ENGINEER AND SHALL BE CERTIFIED TO THE REQUIRED BEFORE PLACING THE NEW SEWER SYSTEM INTO SERVICE.
' II , STATE HEALTH AUTHORITY BEFORE ACCEPTANCE AND A PERMIT TO
` 6 OPERATE >MLL BE iSSUED< 8. ALL WORK SHALL BE CONSTRUCTED IN STRICT ACCORDANCE tMTH `o ~ II THE PLANS. ANO SPECIFICATIONS, AND INSTRUCTIONS GIVEN BY THE
II 10. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF THREE (3) OWNERS REPRESENTATIVE AND THE CITY OF LINCOLNTON.
- ~ _ _ ~ 4 . << -m_~-___~_ ~ o~, ~II FOOT. ~ 9. A PRE-CONSTRUCTION CONFERENCE NlITH THE CONTRACTOR AND
-a ~ G? ~ ~I i < ~ 11. WATER LINES SHALL BE INSTALLED Ai~TER SANITARY SEWER LINES THE CITY OF LINCOLNTON PUBLIC WORKS DEPARTMENT PRIOR TO
o I < ~ ~ ,CURB ARE COMPLETED. THE CONTRACTOR SHALL MAINTAIN A 10 FOOT STARTING SEWER LINE CONSTRUCTION.
. ~ I 1 _ o a INLET HORIZONTAL AND A 1.5 FOOT VERTICAL CLEARANCE OF THE WATER f2~ , AND THE SEWER LINES. ALL WATER LINES SHALL CROSS ABOVE THE 10. SANITARY SEWER SERVICES SHALL BE INSTALLED AS PER
~ MANHOLE ' 1 SEWER LINES. DETAILS. THE LOCAT10N OF SERVICE LINES SHALL BE MEASURED
~ 884.50' RIM - 1 ~ ~ ~ _a--o---„=-~- 1 I ' 877.50 INV FROM THE MANHOLES AND WHERE POSSIBLE FROM PROPERTY 12. THE CONTRACTOR SHAD. INCLUDE TI•IE COST OF THE METERS CORNERS AND FURNISHED ON APPROVED AS-BUILT DRAWINGS TO
1 \ - ; ' ~ ANO THE TAP FEES IN THE PROPOSAL. THE CONTRACTOR WILL BE THE OWNER. THE BUILDING SHALL HAVE (1) 6-INCH SERVICE LINES,
' Q 4 ~ ~ t o ' 4 t RESPONSIBLE FOR ALL EXCAVATION, COORDINATION AND SCHEDULIN(y AS SPECIFIED FOR ON THE DRAWINGS, PLUGGED WITHIN 5 FOOT OF OF TAPS. THE CONTRACTOR WILL INSTALL THE WATER METER, THE BUILDING. MINIMUM SLOPE FOR ALL 6-INCH SERVICES SHALL
REQUIRED BACKFLOW PREVENTOR, AND BOX AS REQUIRED BY THE BE 1 %a
_ (>INOTE: THE CONTRACTOR SHALL ~ CITY OF LINCOLNTON AND SHALL INSTALL THE SERVICE LINES TO TI-E ROAD RIGHT-OF-WAY OR TO WiTHIN 5 FOOT OF THE BUILDING, AS 11. ALL UTILITY, WATER, AND SEWER LINE BACKFILL SHALL BE
~ =~SCHEDUIE THE RE-lOCA110N OF - ~ I , I~ I , ,;.:THE EXISTING POWER POLE WITH ® IND}GATED ON THE DRAWINGS. COMPACTED TO 95~ AS PER STANDARD PROCTOR TO PREVENT
j ~ I ( I ~ ~ ~ d ~ ;THE LOCAL UTILITY PROVIDER. I t ~ ~ SETLEMENT ANO DAMAGE TO FUTURE PARKING. THE OWNER?S 13. THE CONTRACTOR >MLL FOLLOW THE PROCEDURES AS DIRECTED REPRESENTATIVE SHALL TEST COMPACTION.
~ ~ I ~ ~ ' i i ~ I ~ ~ 1 TO FLUSH, STERILIZE, AND FURNISH WATER SAMPLES FOR TESTING AS
; ~ ~ 1 I t I,~ ~ ~ I i PER AWWA C-651 UNTIL APPROVAL IS GRANTED BY THE STATE 12. THE UTILITY CONTRACTOR SHALL BLADE ROADS SMOOTH READY
i U1 ~ ~I 1 ~ i ~ 1 ' ~ HEALTH AUTHORITY AND THE LOCAL UTILITY AUTHORITY. A PERMIT FOR PAVING AFTER ALL UTILITY CONSTRUCTION IS COMPLETED. ` TO OPERATE WILL NOT BE ISSUED UNTIL THE COMPLETED WATER
~I ~ ~ ~ ?i ~ ~ 1 ~ ~ ~ SYSTEM MEETS ALL 1NE REQUIRED APPROVALS. THE CONTRACTOR 'S 13. ALL SEWER LINE WORK SHALL BE APPROVED BY THE CITY OF
~ a, . ~ I ~ I RESPONSIBLE TO FURNISH THE OWNER iMTH A COMPLETED AND LINCOLNTON AND APPROVED AS-BUILT DRAWINGS SHALL BE APPROVED WATER SYSTEM ALONG WITH A SET OF APPROVED FURNISHED TO THE OWNER BEFORE THE CONTRACTOR RECEIVES
AS-BUILT DRAWINGS IN A FORMAT ACCEPTABLE TO THE CITY OF FNAL PAYMENT,
NEW 6" SANITARY SEWER SERVICE, ~ ~I I LINCOLNTON. 14. THE CONTRACTOR SHALL PAY ALL SEWER TAP FEES TO LOCAL
~I ~ to % MIN. SLOPE, WITH CLEAN 'D i'------- OUTS ®75' MAX. SPACING I P~? 14. THE CONTRACTOR SHALL NOT PERFORM ANY WORK UNTiL HE HIaS UTILITY AUTHORITY. THE CONTRACTOR SHALL INSTALL THE
OBTAINED COPIES OF ALL NECESSARY ENCROACHMENT ANO NECESSARY TEES AND SHALL RUN THE SERVICE LINES TO THE CONSTRUCTION PERMITS. PROPERTY LINE OR TO WITHIN 5 FOOT OF THE BUILDING, AS
i O INDICATED ON THE DRAWING.
t I ~ ~ ~ °0 ~ 15. FLUSHING AND TESTING OF PRIVATE FIRE SERU~CE MAINS AND LEAD-IN CONNEC110NS TO SYSTEM RISERS MUST BE PERFORMED 15. THE CONTRACTOR SHALL NOT PERFORM ANY WORK UNTIL HE
- ~ ~ ~ ~ C.C~ ~ CO ~ AFTER INSTALLATION IN ACCORDANCE EMTH THE REQUIREMENTS OF HAS OBTAINED COPIES OF ALL NECESSARY ENCROACHMENT AND
\ i~ r i ! ~ I ~ 1995 NFPA 24, SECTIONS 9-1 AND 9-2. A COPY OF THE CONSTRUCTION PERMITS.
1 COMPLETED AND SIGNED CONTRACTORS MATERIAL LIST COMPLETE l ~ 4NTH TEST CERTIFICATES FOR UNDERGROUND PIPING MUST BE 16. THE CONTRACTOR SMALL SHORE TRENCH EXCAVAl10N ANO USE
SUBMITTED AS PER NFPA 9-2.1 BEFORE FINAL APPROVAL OF THE PIPE BOX TO COMPLY WITH ALL OSHA SAFETY REGULATIONS. IT IS
~ G V.O. V ~ :8 , a ~ WAl ~I ~ ~~i ~ INSTALLATION IS REQUESTED, THE CONTRACTOR?5 SOLE RESPONSIBILITY TO PROVIDE JOB SITE SAFETY ANO TO COMPLY WITH ALL SAFETY REQUIREMENTS. THE
I ~ ~ a CA. a FIRE HYDRANT ~ ~I o ~ 1~ ~ - - _ _ a~` WA METER & SERYI CONTRACTOR IS RESPONSIBLE FOR HIS MEANS AND METHODS OF
i ~ . I 4 CMP F IRRIGATION SYSTEM, REFER ER & SERVICE CONSTRUCTION. THE DUTY OF THE ENGINEER TO CONDUCT BYST~i, REFER ' CONSTRUCTION OBSERVATION OF THE CONTRACTOR?S PERFORMANCE
II ~ ; TO DRA~NG CV-6 FOR REDUt~O ~6 FOR REDUCED ~ IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
1 ~ E RE ®ACPtFLOW INFORMATit ~I d , , 10W INFORMATiON CONTRACTOR?S SAFETY MEASURES.
L~NOLN OOUN~Y 142 L~IG s~INc y ~ ~ I ENCASEMENT PIPE NYD t ® ~ I ~ RA NYDRANT~, 12" 'WATER MAIN
NOOL ®OARd UNDERGROUNG ~i I ~ . I ' ~ "WATER VALVE
TELEPHONE ~ 12-S~ MATER `~.~5 9 45 679 SERVICE I ~ I x8 x6 TEE 6wtt6~ 0~ I - ~ E r- ,_~w,: r ~i~ 1.~r~~;~r ~ y~, ....G .s~fit,~~~r .u 3`.,"x '~',;a
99 99 99 99 71 ROOMS NOTE: THE CONTGRACTOR SHALL RESPONSIBLE
ZONE P ~ 9 MAX. EMPLOYEES ~ w ~ UNDERGROUND S WATT FOR COORDINATI~JN OF ALL UTILITY SERVICES
s ELECTRICAL - i WA METER FOR THE HOTEL AND SHALL BE RESPONSIBLE FOR VERIFICATION OF REQUIRED ROUTING WITH
F.F. ELEV,=890,17 SERVICE ~ I ~ SERVICE I L, -'I ~ I
i 80 PARKIf~G SPACES ~ ~ ' _ _~i i i ® M A ~ T R T 'THE LOCAL UTILITY PROVIDERS ~C FOR CHECKING PENETRATION LOCATIONS WITH THE ARCH. DWGS.
T / I 'I ~ WATER MAIN ~R. , ~ ~ I EXTENSI~1 E~ ~~R' {
' i I I ES g 3 WATER SERVCE Q~I P ~ J I I I I I I
~ ~ I I NOTE: THE LOCATION OF THE FIRE PROTECTION PIT AND THE FIRE LINE DEVELOPER:
a I 6 FlRE LINE , TO THE BUILDING ARE LOCATED ON THE CIVIL DRAWING. THE FIRE LINCONLTON HOSPITALITY, LLC PROTECTION CONTRACTOR 15 RESPONSIBLE FOR THE DESIGN AND ATTENTION: MR. TODD WHITTINGTON
I FlRE PROTECTION FIRE H'~ORANT~ ~ i 4 SO LONG 60RING j PIT ~ ~ ENC ENT PIPE CONSTRUC110N OF A FULLY OPERATIONAL SYSTEM. THIS SCOPE OF 105 RUTLEDGE ROAD
5 WATEI4 VALVE-, ~ 1 WORK SHALL INCLUDE THE WATER TAPS, TAP FEES, FIRE PROTEC110N GREENWOOD, SOUTH CAROLINA 29649
PIT, ALL UNDERGROUND PIPING, RISERS, BUILDING PIPING, HEADS, ALARMS, ETC. IT SHALL BE THE FiRE PROTECTION CONTRACTOR°S [phone]
s - - - - - - i OLE ~i MANH ~ I € ,I 888.05 RIM RESPONSIBILITY TO COORDINATE THIS WORK WITH OTHER TRADES. TOTAL ACREAGE - 3.561 ACRES
~ ~ ~ i 883.45' INV THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT HIS PLANS AND ACREAGE WITHIN R/W - 0.103 ACRES CALCULATIONS TO ALL GOVERNING AGENCIES HAVING JURISDICTIONS
d f II ~ I I I ,w Ii i AND SHALL MEET ALL APPLICABLE CODES AND REGULAl10NS. THE NET ACREAGE - 3.458 ACRES
~i~; ~ MANHOLE SYSTEM SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE PIN NUMDER 3633-46-5804
RC ~ 887.80' RIM ~ ~ ~v. i OF SOUTH CAROLINA, SHOULD THE LOCATION SHOWN ON THE CIVIL TOTAL NEW IMPERVIOUS AREA - 1,395 ACRES DRAWING FOR THE FIRE PROTECTION PIT AND THE FIRE LINE NEED TO
~ ~ - I 882.90' INV BE RELOCATED OR MODIFIED, THIS WORK SHALL BE COORDINATED WITH TOTAL % IMPERVIOUS AREA - 39.2
I I it I THE ARCHITECT ANO ENGINEER. TOTAL GROSS BUILDING AREA - 39,846 S.F.
> ~ TREET PRIVATE II P V~D~c~ ~ MAX. DUILDING HEIGHT - 46'-5"
~ ~ II ~ S° WATER MAIN / - DATE
~ I c / _~~~~x, UTILITY PLAN 04/28/10 0
II C LiN ONE CALL ~ I - SSfJ~N~f o~~ ~ ~xr SCALE
I ®TH it , ~ ff^~~. ~o~~r ~ Ill~r' ~aRO~ w~` Coro ~ ~ II I ~ 5~ ~R~ ~ s ~ ~ / ~a E 1 "-30' Ro ti9~~ S¢~~oQ~oFESS~oN N9 0 / DRAWN BY
I ~ I ~ ~9~ ABERNETHY HOLDINGS LLC s
' ~ ~ AYS EEFORE DIGGING CALL ~ II m 3 ® ~5 ;,,,'~_e
TOLL FREE t-800-632-4949 Q ~ ~ I ~ ~ ENGIi~EERING 1373 S4 ~ T `1 ~ ~ z H ~ _~c IG R jRiNG ~ ~ a, ~ C 1 18 M L B. REVISED SIDEWALK LOCATION JC NOTE FCR INN M.L.B. z 12234 ~ a /0 IRRIGATION METER LOCATION T L CHE~ED~BY
v~ a . ~ o a_ r B A E No a,ta ~ ,I~~ ~a~~ 81 ~ 514 1 0140 ID-~$r CO t ~ 07
- m.__m.. ~Q,~~ Q,~ ~~a ~,cSS / iticGarcn n~~w ~i m ni~c ~nnrraRin~r a~n oon ocnr win
LA ONE CALL SYSTEM FOR COfviiAUNI I Y ANU JUd 5AV t I T. ZONED "P B" Q~Sy) r.9 "GINS "(~~S ® 30 M.L.B. rnwcv, ,vv
GRAPHIC SCALE q o SSS ~TF F- ADJUSTED UTILITY CONNECTIONS LINCOLN TON NORTH CAROLINA 0 9 1 4 `/YF 1lSS 710
30 0 16 SO 60 120 SHEET NO. 0
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. l I A 028 M.L.B. ISSUED FOR REVIEW AND APPROVALL~h Iii11eer1695 LLC VD ASSOCIATED CAD FILES ARE AN INSTRUMENT OF C5 7
' THERE MAY BE OTHER U11LITIES NOT SHOWN ON THESE PLANS. THE ENGINEER THIS DRAWING AND ASSOCIATED ASSUMES NO RESPONSIBILITY FOR THE LOCA110NS SHOWN AND IT SHALL BE THE SERVICE AND THE PROPERTY OF E PROPERTY OF MLB ENGINEERING, LLC. z _ 408 SOUTH ALMOND DRIVE ~q
CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL NOT BE USED OR RE BE USED OR REPRODUCED IN ANY WAY OTHER THAN ~ SIMPSONVILLE, SOUTH CAROLINA 29681 `°"d MLB ENGINEERING, LLC IN WRITING. NO. DATE BY REVISION
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING U11LITIES IN FEET) AUTHORIZED BY MLB ENGINEERIN BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 inch = 30 fL PHONE: [phone] SHEET OF

r~w_mv,.~m,...,~~,~_.w~~.~-~ ..~.w,W~,.~.~.
I
I NORM WENT INFORMATION
STORM EVENT FREQUENCY DESIGN RELEASE RATE DESIGN PDT ~,VATIDN
SILT FENCE SHALL BE CHECKED BY CONTRACTOR AFTER EVERY RAIN EVENT, ~ 1. ~ AND ACCUMULATED SILT SHALL BE REMOVED. IN NO CASE SHALL THE SILL' SCREEN ACCESSIBLE THROUGH ODOR 1 YEAR STORM EVENT Q = 0,69 CFS ELEV. = 87681' 100 YEAR STORM EVENT Q a 13,58 CFS ELEV. = 877,27'
ACCUMULATION BE ALLOWED TO EXCEED 1/3 THE HEIGHT OF THE FENCE. t~~.NT /r
9-GUAGE HARDWAR CLOTH
~ ~.r 1/4 MESH OPENINGS r~- p ~1 ro a _ , Z FAIRCLOTH SKIMMER WITH 1,5 DIA. NOTE: THE REQUIRED WET POND VOLUME = 29338 C,F, NOTE: THE REQUIRED DETENTION VOLUME = 238784 C.F.
FROM ELEVATION 875.50 TO ELEVATION 864.00. FROM ELEVATION 875.50 TO ELEVATION 878.00.
' ORIFICE OR APPROVED EQUAL, DROP INLET WITH GRATE
, ~ ~ / ~ i r : i_. 5 METAL POST y N I ~„i j- 19-GUAGE HARDWARE CLOTH NOTE: A REGISTERED SURVEY SHALL PROVIDE Io'Mw.
(1/4 MESH OPENINGS} AN A I AN AS-BUILT TOPOGRAPHIC SURVEY ON THE II~ ~ SEE r_AN EoR VAi;ES ~ ~ - LENGTH & y!IDTH OF POND 10' -
" ' POND POND STRUCTURES, CERTIFYING THAT THE r-µ - - / GE~~,ED " VEGETATED REQUIRED VOLUMES ARE PROVIDED. TRASH RACK, 66 DIA. ALUM. CMP
LOCAL DOT #5 OR REQUI # 57 WASHED STONE - ELEV.=878.00° OF DIKE=878,3° MIN) 5~` TOP ELEV,=877.3' 5HELL o TOP BANK - i I, i ~ f BOTTOM ELEV.=876.5' ~ I I I E- I II I
f 2 i ~ , ~ ( --TOP ELEV.=876.75' ~ °D 3 j
1 ~ i =
r ,Y w; ~ - w 1I~-
VIII VIII Illll IIII illll VIII FLOAT
11111 Illll III IIII LOCAL DOT 5 OR------- i - /(__III~ ANTI-SEEP COLLAR
57 WASH STONE FLEXIBLE JDI ~ ~ t' NtN, (RADIAT[7R HOSE)
I BURIED FABRIC i ' (SEE DETAIL) _ 6' DIA. ORIFCE 1/8" STAINLESS STEEL PLATE WITH OPENING, LE•=875.40' 2 2.0" DIA, ORIFICE, LE,=875.50',
l _ _ _ _ - - ° - " " ` ~ BOTTOM COVER tMTH ORFICE HOOD
~ 1 UNIFORMLY GRAGE A SHALLOW DEPRESSION APPROACHING THE INLET. ~ OUTLET ENDS CONNECTION - 15" RCP ~ 7,50 % LE.=P368.00' ~ _ _ - 112' t ' - - - _ _
` NG THE INLET. 2 DRIVE 5-FOOT STEEL POSTS 2 FEETINTO THE GROUND SURROUNDI TD CIUTLET PIPE OR RISER Y-I/2° SCHEDULE 40 PVC BARREL PIPE,
SPACE PASTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART, 1U' NIN~ LENGTH, - - N a I . o8~b'o 00 - -
3 SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE 'ARE MESH TO THE STEEL RIP-RAP / OUTLET STRUCTURE CONCRETE ~~gOTTOM RIP-RAPJ .E.=859.60' 10 i PRECASE TiNDALL M.H. FILL EL, = 864.00'
POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER KEY WAY TD BE FILLED r-----°r G48--646 & G48-48R
RECOMMENDED. 4" SCHEDULE 40 PVC PIPE I THE GRAVEL FOR ANCHORING IS USING MATERIAL APPRCJVE OR APPROVED EQUAL BY SOILS ENGINEE
I ~ PLACE CLEAN GRAVEL NC DOT 5 OR 57 STONE} ON A Z:1 SLOPE NTH A HEIGHT OF i6 INCHES ( ~ #
AROUND THE Nr7RE, AND SMOOTH TO AN EVEN GRADE. SETIC T T T~
STANI~AD 5~~; L~LTAIL 5 ONCE THE CONTRIBUTING ORAINAIGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, _ (N.T.S.)
(~,TS.j_~ AND ESTABLISH FINAL GRADING ELEVATIONS,
5 COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER,
ORIFICE HOOD - TO BE FABRICATED PIPE OUT OF 1/B" (MIN) ALUMINUM 2"-0° 6" CLEARANCE
PLAT AND BRACED AS NECESSARY,
C L SI T D O C C SI SHOP DRAWINGS SHAEL BE 6" CLEARANCE 4" RAD ~ SUBMITTED TO ENGINEER FOR (TYP)
(N.T.Sa - APPROVAL.
I<e~EnsE w ~ ~ ~"j U IW- -I-I~ _
ii STRUCTURE i` I<e~EASE ~ ~ STRUCTURE o
° HOOD TO HAVE A 2" (MIN) ~ ~ ~ ~ 8` THICK CONCRETE
l ~ SIDE OVERLAP (80TH SIDES] i~ _
' 1 STRUCTURE ~ L W-1 W-2 T (D50 VCOL 2/3 ORIFICE
TES' NO , DIAMETER (4" MIN) 10 30' 13' 4' 0.6T 4" 7
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES I ~ ~ ^ ~ 'i ~ THE G AS FOR SILT FENCE. USING STAPLES OR BY NCHIN 12 20' 18' 18' ~ 2.OO° 12" 27 ~ ~ ~ i ROW g4 BARS
I'; ~~I 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, - _ RIP RA' WITH FILTER CLQTE~y
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE,
' 3, PROVIDE 3 BAFFLES USE TWO IF LESS THAN 20 FEET IN LENGTH PROVIDE ~ 1 ~ lsCCel~~ 2nd Cell ~ ( / ~ ~ 25% of basin 25% of basin ';j 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES, oRl ICE Hoop DETAIL m a ` TIEEP COLLAR
~NLIE L®N~~ f e area : OUTLE ZO E surface area ~ Sur ac 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET, (N.LS.)
~ ~ 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS o (N.T.S.) ~ o o° o o°o°o°a°o°o ~
1` ~ o INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL 35/0 of IS/o of 6• r' 1;asin surface area basin surface area ~ ° ° o°o°o°o°o°o°o°o° PIPE ~ °0°0 o°p°p°0°°°°°p°°°
1 a d O O O O D 0 0 0 0 0 0 ~~~+y °0°9°0°0°0°0°0°0°0°0° X~.St11QlY. A-A
' 18" :,URB° & GUTTER O O O O Q O O D 0 0 N D 0°0°0°°°0°0°0°D°0°0
' I / RATE INLE ° ~ ~ ~ z ~ ~r ~ FLOW ~ a ° °o°o°o°o°o°o°o°o°o° 3 0 0°0°0000000°0®0°0°0
i I ~ I~ r`i I oo~oooooov®oaoooaaoao RIP RAF WITH o°o°o°o°o°o°o°o°o°o°o FILTER CLOT
° o°o° °o°o°o°o°o°o°o°o °ooooo000ooooopo
- CROSS SECTION g 4 N - ~ 0 000°ooo°a f Q o 00 0 e
' T'LAN ~TIEW SUPPORT ROPE SCIPPORTFOST I v~
I i TO WIRE TO ?4" INTRO BOTTOM ~ ~ M E ,
I ~ STAKE TO ~ OR SIDE r $ PREVENT SAGGING SUPPORT WIRE ~ METAL POST 14 GAGE WIRE FABRIC, B" x 6" ' -
1 SUPAC (5NP) OR APPROVED RIP-RAP SHALL SE THREE TIMES THE F'!PE DIAMETER
_ GEOIEXTILE FABRIC AT THE PIPE EXIT, fIL1ER FABRIC ti~LL EE UNDER ~J, RIP-RAP.
I FENCE AND FABRIC C I FABRIC AND HARE FABRIC SHOULD
INTRENCH ' T INST~,LLATION I ~ BURIED ~ ~RATL INLE STEEL POST - _ PAN VIEiN GRADE LINE ° o EXTEND TO BOTTOM OF DITCH
i L GRADE LINE n BACKFlLL AND COMPACT DITCH R ~ ~ ~ ~ ~ ~ 1 ~
(N.T.S.) . ~ ~ _ _ . _ _ _ N.T.S. _ ~ ;III VIII -~il~ I i _~~I ~ _
„X „TRENCH I i ! I ~ 6 6 I
BACKFILLED AND I ~ COIR MESH OR SIMILAR, STAPLED OR COMPACTED j TRENCHED INTO BOTTOM OR SIDE > Ilii i' MIN. DEPTH o
I 2' MIN. DEPTH /
SID,~~V E~.+V ~ / V
IEW AT OPENING ; - '"COPOLYMER POLYPROPYLENE°PLASTIC SEC. ION V I' , ~ STEPS,REINFORCED NlTH t/2 GRADE iN5PECT10N C I, 80 STEEL REINFORCEMENT, 15° O.C. INSPECTOR 0 iN5PEC11ON OF SILT FENCE SHAH BE ACCOMPLISHED BY A CERTIFIED ~ - ~ 2 - 6,_C INSPECTOR OR BY AN AGENT OF THE DESIGN ENGINEER, AS PER ~ 6 -s ~~~i -
REQUIREMENT REQUIREMENTS SET FORTH IN THE EROSION CONTROL NOTES. I i~~i~~~~~~~~ ~ 1 2'-s"~ 2'-E° _ ~ ~ i
TAI~DA BAFFLES DETAIL t., ~ p _ SILT FENCE SHAL 8LT FENCE SHALL BE CHECKED BY CONTRACTOR AFTER EVERY RAIN EVENT, ~ ~ j
(N.T.S.) - AND ACCUMULATE .ND ACCUMULATED SILT SHALL BE REMOVED. IN NO CASE SHALL THE SILT i~~i~ i
,1 - - ACCUMULATION E3 I ~CCUMULAITON BE ALLOWED TO EXCEED 1/3 THE HEIGHT OF THE FENCE, i 00 0 ~~o 00 ooo oo°o 00 ~ i~
I _~v% ' - l g 'p. 1 °orp °ooooc~ ooooog o0 6. D„ ~ 00 0 o 00
o `~o°o o°
I i ~ t` SUPAC (5NP) OR APPROVED METAL POST ~ ~
'i GEOTEXIILE FABRIC I \ ~ ~ ~ ~ ~ J 1 j ~ T~FIi_~
I ~ N~ I I - 1- ~ o ~ ~ _ ~k_ -
- INLET COVER & FRAME P{~~ ~ _ __I , ~ ~ ~ - BUNTER MACHINE CO. , E fi' E 1.-' }r.I
m ,~y ~ ~ ~ ~ I MF-1342 & MC-1342 OR FOR STORM MANI~IULES: I - ~ ~ _ ~ BUNTER MACH, CO. NEENAH R 8050 OR _ pOR CATCH ®ASINS: I ! I . i f~ _ i ~~r~ I ~ 1 {N5PECilON OF STONE CHfICK DAM SHALL BE ACCOMPLISHED BY A CERTiFlED - - _ ~ ' {NSPECTOR OR BY AN AGENT OF THE DESIGN ENGINEER AS PER _ ll~, I I ' f ~ ~ I_ I I _ REQUIREMENTS SET FORTH IN THE EROSION CONTROL NOTES,
~ ~ j ~ ~ ~ ~ ~ DEWEY BROS. MH-RCR-15 OR FRAMk MF-7SB O R _ BUNTER MACH. CO. ~ I - APPROVED EQUAL COVE MC 2 OR ~ ~ I I I I I GRADE LINE ~ ~ I i
3 ~ ~ ~ ~ ~ ~ ~ FRAME DIF-85 I I ~ I I I 1 I, , NEENAH R-9795-~i - @ ~ ~ ~ ~ ~ ~ ~ - REBAR OR APPROVED EQUAL GRATE DIG 85 OR u 2 -O..
I ~ ~ ~ / ~ % ~ _ _ _ . ~ ~ DEwEY BROS. CH BN 2 OR ~ APPROVED EQUAL ` i I ~ ~ u 12" THICK WASHED STONE 8" D!A RIP-RAP
~ FINISHED FAllEMENT j / ~ /q/ I URADE i FRONT VIEW (3/4" TO 1-i/2° :iIZE) ~ (SURGE STONE) STONE CHECit DAM:> SHALL. 8E CHECKED BY THE
O ~ ~ ~ 0 ~ 9 GROUT LENGTH OF SILT FENCE PER CONTRACTOR AFTER EACH RAIN FALL EVENT ANO 2 2 SILT SHALL BE CLEANED OUT WHEN THE GROUNDOS~ PE '~/4 A'ROEOQ~,g~INAGE AREA ACCUMULATED SILL REACHES 1/3 THE TOTAL NETGHT 1 a° r ~ o
~ / ~ ~ ~ % ~ Io ceuRSes---~ " ° BRICK wau. (0'-10'-0' DEEP)
a. ~ % ~ ~ MIN. ~ ° RICK wAU. BELOW ~ / ~ % ~ _ _ Ia - o DEEP , aR 2.0 TO 5.0 ~ 75' HEIGHT OF THE STONE CHECK DAM. ~ I 5.0 TO 10.0 ~ 50' FiOW N
I ~ ~ ~ ~ ~ ) I ~ ~ ~ ~ ~ ~ - + MIN, OF 1iNDALL PRODUCT 10 9i TO 20 ~ 25'
f ~ ~ ~ ~ ~ ~ , ir0 ~~G ~ ~ K03448 OR APPROVED EQUAL, d ~ ti NaTES: N01 STALL SILT FENCE BEFORE CONSTRUCTION IS BEGUN, ~~~~~1/~~~~~ ~ ~ - o ~.~h~~1i~ ~
TOP ROUNDED y ~ ~ ENTRANCE t.INST
~ ~ / / ~ ~ ~ ~ I ~ ~ ~ ~ ~ % d ~ ~ ~ _ 4 ~ 5 E.w. 3"R I VER v. of SEDIMENT TRAP //%(~~~~~ii~~~lll~~~~ ~~l i~~l~
N T ELE ~ / O ~ % % ~ ~ _ 3~~~ cATCI+ BARN Is NOI~; a• .FC s.
~ ~ ~ ~ % ~ I s~.ow ~ ~ ~ ' • . ' 3 COURSE BRICK PIER _ _ _ lNV. ELEV. OF ~ ~ T,;~, r:"'• - OUTLET DETAIL OF SILT FENCE ~ BYaGRAOiNG CONTRACTOR AFTER
_TT EACH CORNER p`"~~ m - (N.T,S.) GRASSING fS ESTABLISHED, TONKEY INTO SIDE ISLOPES NON-WOVEN GEOTEXTiIE FABRIC OF DITCH
PA1~0 INVERT
~ ~ ~ ~ ~ p ~ SECTION ~~p ~ ~ ~ % slo, ~c Ar ~ ~~TYpiC~L SECTION TH L~ STONE CHECK DAM FOR DITCHES
d/ / ~ ~ ~ ~ TOP OF BRICK TO MATCH AT ~2° DITCH BOTTOMS (N.T.S•)
~ % ~ ~ ~ ~ ~ /
O COPOLYMER POLYPROPYLENE PLASTIC 0 ~ ~ ~ ~ ~ ~ ~ W STEPS, REINFORCED WITH t/2 GR E
~ ~ ~ 0/ - ~ 80 STEEL REINFORCEMENT, 15° O.C. 6 ARIES 8 BRICK WALL (0 -10-0 ) / oAT~E
W MIN. PIPE DIA. MIN. 12" BRICK WAU. (8EL0 (N,T.S,} I~s2;:r f~fr1r~,~ / MISC, DETAILS 04/28/10
10 0 DEEP), OR MIN, OF fff CARr, i1NDALL PRODUCT K04b48 S ~ ~ ~~jh~ cARO~~, ~ ~ SCALE
~ 4~0~ N~~, OR APPROVED EQUAL. SS ~ y
~ ~ ~ GROUTED INVERT `tS I DOZER TREADS CREATE / ~ IN t2. S MLA , ~ ~ SLOPED ~ , ~ ~ ~ ~S~s~~~~~~~5S1~"~~~ ~ / PROPOSED As NorED ~ ~ DRAWN BY
~ ENGINEEP~~G GROVES PERPENDICULAR ~ _ , ~ ~ PLL~ i o
.e. ~ 4 AT 12 E,w. ~ 7O THE SLOPE ~ ~-~5 jo , 2234 ~ / A PTO INN M.L°B.
~ ~„5 4 ~ 8" 2'-8" MIN. 8" 4" / ~ ,S ~/~/r~ S~~ ~ ~ . l® , 5~ a ~ TEL CHECKED BY
- n' n" n~'lSi~ F'rS;~ fin, FNr.~~~G`i.R,c>,,rSSS 09,
~~~%(f57' o B 27 M.L.B. KtViStU UtIAI S AS NtK KtVILW UUMMtNIS PROJECT NO.
a'-a° TF 0 ~ ~S F ~s-r~lf f1 ~Jf /10 & ADDED TWO NEW DETAILS LINCOLNTON NORTH CAROLINA 0 9 1 4
SCIO 0) ISSUED FOR REVIEW AND APPROVAL SHEET NO.
A 28 M.L.B. ML Engineering, LLC
SURFACE ROUGHING - TRACKING 9 A C~H 0ASIN THIS DRAWING AND ASSOCIATED f ~ (N,t.S.) SERVICE AND THE PROPERTY OF D ASSOCIATED CAD FILES ARE AN INSTRUMENT OF 408 SOUTH ALMOND DRIVE PROPERTY OF MLB ENGINEERING, LLC.
DURING CONSTRUCTION AND SHALL NOT BE USED OR REI BE USED OR REPRODUCED IN ANY WAY OTHER THAN N0. DATE BY REVISION SIMPSO.NVILLE SOUTH CAROLINA 29681 CV-4
N.T.S. AUTHORIZED BY MLB ENGINEERING ALB ENGINEERING, LLC IN WRITING. PHONE: [phone] SHEET OF

a.. ..w...0®...
l g„ S,~ 6~,
6 ~
1 /~'~R 6` a ~
'I I „I ~ ~ 1/4 R ~ o ~ ~
3 3
ALT. DITCHES TO HAVE ~ {~;p ppgPop grµ~, gE THIS MINIMUM SIZE. ,utE r»T at aPato~a eaua~. STEEL FENCE POSTS PSIREAM END OF 3"R SLOPE 1"/Fl~
SHADED DITCHES ARE STORM DRAINAGE ' 12" ~ i2" 12" . ' 3°~t _ ~ w~ B.
TO NAVE LINER. °rr=~ ~ ~ ~ Ti r li 6i i l , .i~! I T - i GREEN LEGEND --sl_.. L L ~ ~ N ~ 5/B"x2" BOLT-r ~r - ' B ..L, . ~ ~ ' g,,.~'; w BEAM GUARDRAIL 5~B•X2" a
9. APPLY LIME, FERTILIZER AND SEED 9EE4f;E LAYING THE NET OR MAT. IF OPEN-WEAVE ~.JT~ f=.:Ii.:: ( AND BORDER I RESERVED ' ~ L, '
NETTING 1S USED, UME MAY BE INCORPORATED BEFORE INSTAWNG THE NET AND FERiiLiZER LI-,.I-lid 11 i, RESERVED RESERVED AND SEED SPRAYED ON AFTERWARD. ,~I,~ '_I~'~ ! PARKING i ARKING L~ i W6xB.5 or MACHINE 80LT ARKING ~ ~ waxs
.i ~ H WARE C 0TH ' ~ I - 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN ARD L VIHIiE SYMBOL ~j- 9' g" j - SEE ?YPICHL CONCRETE PAVEMENT JCO'JT LAYOUT DETAIL FOF PAVEMENT Z
. W NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES-DO ;!.I I'-; al THE GRADE ALLO ;._I -I oN BLUE THiCFWESS, _ - ~ i _u'f 'r ~ ~ ~
NOT STRETCH. i i BACKGROUND NORMAL GUTTER INTEGRAL CONCk~ETE CURB ~ I i ~ ~ ~ ~r ~~i i j C~
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6° DEEP, __T I WHITE COVER NTH SOIL, AND TAMP FlRMLY. STAPLE THE NET EVERY 92 ACROSS THE TOP END AND ~ BACKGROUND I TYPE „A" IY ~ , r ~ m
EVERY 3 AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, _ THE ADJACENT EDGES SHOULD BE OVERLAPPED 3" AND STAPLED TOGETHER. EACH STRIP OF - ~ ~ i/4"R ~(7
NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3' DO ~ ~ I REQUIRED FOR vAN ACCESSn~--° VAN STRETCH THE NET WHEN APPLI1NG STAPLES, ~i I SPACES ONLY. CCESSIBLE vAN ~°R , , NOTES; CCESSIBLE ' . o~ T ~ 9. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENG'(HS. W8xB.5 or
i I
TO JOIN 2 STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE ~ I l- END OF THE PREVIOUS ROLL 18", AND STAPLE EVERY 12" JUST BELOW THE ANCHOR SLOT. ~ SOLID GREEN LEGEND I ON REFLECTIVE WHITE 3'~ ~ 2. 9/2 INCH EXPANSION JOINTS SHALL ®E PROVIDED AT INTE6dVALS W5x9 POST sLOPE ~"/Fr. _ NOT TO EXCEED 50 FEET AT THE ENDS AND MID-POINT OF RETURNS, ®e'-3" SPACING HOLES iN Posrs
~ x' I I L II II II I I - BACKGROUND. i . A ' AND AT ANY POINT WHERE THE NEW CURB AND GUTTER A®U'rS OTHER & BRacKETS To eE
DITCH L1NE~„~E ,TAI NGTE U U U -~'V- i LETTERING SIZES SHALL . ~ ~ ~ CONCRETE STRUCTURES. 3/4° DIAMETER ' • ' d ~ ~ ' ' ~ ~ 3. 5 FOOT LONG TRANSITIONS SHAi.L BE PROVIDED BETWEEN
MEET REQUIREMENTS Of J~ " ~ NORMAL GUTTER AND PITCHED GUTTER UNLESS OTHERIMSE
/ S.C. A.D.A. CODES. s~ 11 - - n - - I__6.` NOTED.
~ ~i ~ 3" DIA. GALV. - I V ~ - E ~ STEEL POST
i I ,Vl~ ~ . _ ~ dVr. ~llc - CONC.CAP ~ `~~ONiIONAL HOLE TO fAClLITAIE Cid~VANf71NG
_ ~ ~ I 4 ~ , < i i o, P PITCHED GUTTER \ o ALL BOLTS, NUTS, WASHERS, POSTS, AND
s i ~ ~ -F--T - O. i ~ m I ' it . ~--.A... STEEL BLOCKOUTS TO BE GALVANIZED.
STEEL. FENCE POSTS ~ 'lr- • I ' i l -rv - _ i I I ~ ~ COEINATIO ~ ALL ENDS SHALL BE COMPLETED WITH A
~ ~ ~ ~ ___J - - LJ --6" SCH 40 STEEt PIPE 3 ~ PAINTED TRAFFIC YELLCW, CO C TE CURE A GUTTER ROUNDED "W-BEAM" END SECTION.
~ ~ I ~ FILLED W/ CONCRETE I (N,T.S.) (N.T,S.)
? GE0IEXTILE FABRIC RIP-RAP MARIFI, 500X OR fi00X, ~ d ~ ° o- , . ~I i
- 1 3 PIPE "I i . i • (40~ 9500 1EN5AR 559 OR 552, OR / I PER S.C.D.O.T, HAWNG A THICKNESS F~0 DIAMETER I I ( ° ( f I EQUAL, I f
d STD. SPECS. OF 20-40 MILS AND A 0 , !'-6" DIA. ' I ® ~ . I CONC. FOOTING ( I I
CRAB STRENGTH OF ~ ® ~ , i , ~ , , 90-120 POUNDS. e ~ ~ ® FlLTER r, ~re' I r; ~ fir; _ i;'~ ~i;' I PARKING
I ® WASHED STONE 1 _ ~ ACROSS PIPE INLET ~ _ _ tp Ir TRAFFIC LANE
I ~ D L ICI 1=1 rn ® ~ ~.._i~ (N.ts.) i®_o®®®®®________ TAIL IN BASE DETAIL I 1--1 rn 5~
I BASE DE BASE DETAIL IN oe USE 5' NAOE LOADING ZONE FOR ALL A.O.A,
~ PAVED AREAS PAVED AREA`: ~ ~ ~ I I - PAVED AREAS PARKING SPACES UNLESS NOTED AS EVAN ACCESSIBLE". ~ USE B' w1DE FOR "VAN ACCESSIBLE" SPACES.
HARDWARE CLOTH U R7-8 z'
1~7-8 R7-8 ! ;~.~J.>~. SIGN A.D.A. SIGH s' ~@ 45. i A.D.A. SIGN _a.~- _
(N.T.S.) (N.T.S.) (N.r.a) I
TEMPORARY STORM DRAINAGE PROTECTION i fl4' ~
ao~ L~I~. - ~j DURING CONSTRUCTION D ~ 4"
N.T.S. a,.R q (TYp.)
l ® a o ' ~ YEUOw REFLECTvE 0 0 0 0 0 2 PAINT ~nvE ~ j YEU..ow REFiECTIVE --4---I TRAFFIC PAINT
0000000 a. SEE SPECIFlCATIONS
I o0000000000000000000000000000000000000 oooooaooooaooooooooooaooooo00000000000 o000000000000oooooaooocooooo0oooooaooo 000oooooaoooooaooooo000000000000000000
0000000000000000000000000000000000000o I °j. ,7'-0° 0oooooaooooo0oooooaooooo00000000000000 o0oooooaooooo000000oooooaooooo00000000 i
® 00000000000000000000000000000000000000 5 _ 00000000000000000000000000000000000000 ! r ~ o0000oooooaooooo00000oooooaooooooooaoo ~ ~N'
~ a Q T I 2 a YELLOW REFLEGIIVE ~ }
MIN. COARSE TRAFFlC PAINT "a
~ AGGREGATE- TACK COAT ASPHALT CONC. SURFACE COURSE (TYPE al ' 90° STALL '
~ N,C.D,O.L SEE SPECIFlCATiONS N.CA.O.T• I 67' i OTES: A STABILIZED PAp Of CRUSHED STONE SNAL I. BE LOCA"I'ED WHERE
0'. TRAFFIC WILL BE ENTERING OR LEAVhHG THE CONSTRUCTION SITE ~_UNDERLINi^~G N01~,~-WGVEiJ ~ a R i0 OR FROM A PUBLIC RGAD. GEOTEXI!t.E FABRIC i ~ TYPI _AL PARKING STRIP .G DETAILS ~ ' ~~-5°
~,0~ (N.T,S.) 8 ~ ~ _g STOP BAR
STONES To BE z"-3" WASHED sroNE ASPHALT CONC. BINDER COURSE, REFER TO SPECIFlCATION N.C,D,O.T, _ z
THE ENTRANCE SHALL BE MAINTAINED IN A CONDIT;ON YVHICH WILL i II PREVEM` TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS 2'-6"
OR EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING 'lll'~~=il!1,=III'' =ll-1111°~II}I= 3" _ 1'-6" _ I A STONE AS CONDITIONS DEMAND AND REPAIR AND~OR ~ WITH ADDITGN L
CLEAMOUT OF ANY MEASURES USED TO TRAP SEDIMENT. COMPACTED SUBGRADE ro
1 ALL SE'DiMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC (SEE SPEgFlCAtiONS AND I
STREEI:S MUST BE REMOVED IMMEDIATELY, SOIL REPORT) ~ OF PARKING SPACE
!NSiaECTION OF TFIE CONSTRUCTION ENTRANCE jiiAl..t. BE ACCOMPLISHED LIG T UT SI' 1lE E ~ I BY A CERTIFIED INSPECTOR UR 8Y AN AGENT OF THE DESIGN ENGINEER, ~ Y A HALT PA N a
AS PER REQUIREMENTS SET FORTH IN THE EROSION CONTROL NOTES. 0 51/-rl ~0,~
(".T,~) INTERNATIO AL WD,AW SYMEOL 99 ~ 9S I E SEE PLAN 4
C U ACE N.T.S. (N,TS.) FILTER FABRIC
MARIFi OR EQUAL HA41NG A EVE - TYPICAL PAVEMENT A I
I OPENING RANGE
r FROM 40-80 ° (N,LS.)
~ TRACTaR SHALL INSTALL JUTE - - N®TE THE CON r"'t CMP OR PVC PERFORAPED
MATTING dR APPROVED EAUAL, SYNTHETIC qR VEGETATIVE MATS AS REQUIRED DN THE UNDERDRAIN W~ _ _ M,Ax. SPaCiNG EE TwEEiy EXPANSION dO~NTs ~ 57 WASHED STONE
DRAWINGS, RAMP SURFACE SHALL HAVE 1 NEW BUILDING PAD
DIAGRAM A DIAGRAM B DIAGRAM C DIAGRAM D DIAGRAM E DIAGRAM pF DIAGRAM G COURSE FlNISH CONTRASTING O TO SURROUNDING WALKWAY
w w a ..-..-.-.y «~~+.w ..-e.-...-.-.--..-.....--.- w' w w i + v v v ~v--~--1" TYPICAL UNDERORAI DETAIL -CONTRACflGN JOINT
w w w W w w W w y W + w W W W w w W W w W w W w w W W W W W W W W W W W W W W W W W W W W W W v w W W I + w w W w wwW w ww WwWW Ww wwWWw a 3' W V r V W W W W W W W W W W W W W W W W W W W W W W i + + w w w WWV Ww wwW W W WWW ~ Ww ww + W W W W W W W W W W W W W W W W W W W W W W W W W W ~ Z_ ~ ,D' p' ~,D' ~ ' ' ~,D' ~y . • ~ ~,D' ~ ' A' .D' , I D.
w + w W W w w ~ W W w W W L` w +WW W w w b` --IY
W W a w ~ W W W W n n ~I r~~*~+~~~.~~y~ "p W w w n n ,1 I I-i I I ,Li i 1LL , ' +wWwW+.+wwW+ ~ ~ I w w 'a'
w w W w W + w w w w+ 3' . ww~"w w + w Ww w ~P A w"w www w .++w wW l i wWwww ~ v• p• p
ww+ w ww+ ~1r f t ..W+ A r BACK OF CURE 4" THICK (TYP,) .'®g .
~ + W W W ~ ~ I w W w W w w 7 STAPLES PER SQ YD
w W W wwWwwWw a ~ ° + N p / ) 4:1 SLOPES _ ~ a + ~ ~1 J 'a' • p EXPAN~ON JOINTS
W ® / + W wWwW _ _ ~ ~ ~ 7 W W w
i www + w ' r C ® s F" ~ f °-i ®
R~>~ W www WV+ W s'
w i 6 _ -~i ~ w w s' D ~ ~ R
+w W w'w PLAN W ~ 3' I w w W w w N
wwwww wWwW x ® ' 0
+ w + " W w w w W ' ___12:1 SLOPE 12;1 SLOPE F - sLO~~ s~a° PREMOLDED rooLED EocE~~ ~/a~~_~/2~~ ' 9 '
w w 1,2 STAPLES PER SQ YD _i WW .
WWW Ww W 3:9 SLOPF~ i ~ EXPANSION JOINT ~ ~ ~ t ,
i E /4"R o• o ® r , up. ~ =a, ; ~ e po 0 +4~~ ~ `~f ~ ~•1 A o~ ~0p000 a'
C ANEL LINING INSTALATIN GUIDELINES DASIC INSTALLATI®N GUIDELINES ELEVATION I N.T.s. 2' N,T.s.
-~-X 4' X TACTILE WARN%NG STRIPS, HRYCK PAVERS, IMPRINTED COLORED CD INTED COLORED CONCRETE WARNING SURFACE
I. PREPARE THE SOIL SURFACE INCLUDING RAKING, SEEDING, AND FERTII,I~ING. 1, PREPARE THE SO1L SURFACE INCLUDING RAKING, SEEDING, AND FERTILIZ3N«, PAVING, DR AN SC DDT APPROVED DETECTABLE WARNING SURFACE (TRUNCATED DDNES), 'TGS YELLOW' BY TRELLEHORG INDUSTRIES C 3DRG INDUSTRIES DR APPROVED SECTION A--A SECTfON ®-8 8'
1 LNG A "TRENCH 6" DEEP BY b"' WH)E AT THE UP-SLOPE 2. BEGIN THE INSTALLATION PROCESS BY DIGGING A TRENCH b" DEEP BY b" WIDE AT EQUAL, AND SHALL BE INSTALLED AT ALL ADA ACCESSIBILITY RA! 2, BEGIN THE INSTALLATION PROCESS BY D GG 3' APPROVED HY THE OWNER ANB THE LOCAL APPROVING AUTHORITY, ACCESSIBILITY RAMPS AS 2DVING AUTHORITY.
PORTION OF THE CHANNEL, POSITION THE FIRST BLANKET ALONG THE CENTER OF THE CHANNEL. THE TOP OF THE SLOPE. PLACE 12" OF BLANKET OVER THE UP-SLOPE PORTION OF TII l? TYPICAL THICKENED
PLACE 12" OF BLANKET OVER THE UP-SLOPE PORTION OF THE TRENCH. SECURE THE BLANKET AT X X TRENCH, SECURE THE BLANKET AT THE BOTTOM OF THE TRENCH WITH STAPLES THE BOTTOM OF THE TRENCH WITH STAPLES PLACED 12" APART. BACKFILL AND COMPACT THE PLACED 12" APART. BACKFILL AND COMPACT THE TRENCH. APPLY SEED AND FOLD `I'ii t' P EDGE AT PARKING LOT
TRENCH. APPLY SEED AND FOLD THE REMAINING 12" OF BLANKET OVER SOIL AND SECURE WITH A 1.75 STAPLES PER SO YD REMAINING 12" OF BLANKET OVER SOIL, SECURE WITH A ROW OF STAPLES PLACED I2" °
ED 12" APART ACROSS THE WIDTH OF THE BLANTKET. SEE DLIGRAM A) 2'1 SLOPES APART ACROSS THE WHITH OF THE BLANKET. {SEE DIAGRAM A) N.T.S. ROW Ole STAPLES PLAC ( CONC I I'!~ L S.~'DDS
3. CONTINUE PLACING BLANKETS UP THE SLOPES ON BOTH S®ES WITH A MINIMUM 4" OVERLAPPING 3. ROLL THE BLANKET VERTICALLY DOWN THE SLOPE. SECURE USING THE (N,T.S.)
AND SECURING EACH BLANKET IN THE 2' APPROPRIATE STAPLE PATTERN SHOWN HEREON SPECIFIED BY SLOPES,
S. REFER TO ABOVE STAPLE PATTERNS. 4' X 20^ ~~J1~H Cfs;~~(-~ Q, PARALLEL BLANKETS MUST BE OVERLAPPED BY A MINIMUM 4" AND SECURED WIT'Ii .A Jff~~ll ° ~ DATE
AL BLANKETS CAN BE ,JOINED USING A MIlVIMUM 4" OVERLAPPING OR ROW OF STAPLES PLACED APPROXIMATELY 3'-O" APART. (SEE DIAGRAM B) SS54~ i~~~ a. ADDITI®NAL HORIZONT r - X x x SSS ~ v fJfj~~,- R~ ° ~ MISC, DETAILS 04/28/10
SHINGLE STYLE IN THE DHtECTION OF WATER FLOW. CONNECT THE BLA:\KETS BY PLACING ML% ~ SSS`~~ N 0(~ N SCALE ~ ~SS~o~a~ESS~oNq tip, ® R,~,~.......~,.~, P SED AS NOTED
STAPLES APPROXIMATELY 5"APART ACROSS THE WH)TH OF THE BLANKETS. (SEE DIAGRAM E) 5. ADDITIONAL VERTICAL BLANKETS CAN BE JOINED USING A MINIMUM 4" ~ ENGINr.cK!N I z OVERLAPPING (SHINGLE STYLE) IN THE DIRECTION OF WATER FLOW. CONNEi; C' TILE r
ORMANCE A CHECK SLO'T' SHOULD BE PLACED AT 25'-40' INTERVALS. A 6" BLANKETS BY USING STAPLES APPROXIMATELY 12" APART ACROSS THE WID'l iI OF'I I~ i . ~ P L ~ ' o FOR 1IAXIMUM PERF ~ NC. P ~f0 ~ ~ ~ ~ ~,.~w~,.-~ HAMPTON INN D~Aw~. ~ e.
DEEP BY b" WIDE TRENCH IS MADE. BLANKET IS PLACED AT BOTTOM OF TRENCH AND COVERED 3.5 STAPLES PER SQ YD BLANKET. {SEE DIAGRAM C) ~ ~ MED. TO HIGH WITH APPROXIMATELY 2" OF SOIL. THE BLANKET IS ROLLED OVER COMPACTED SOIL AND SECURED ~y CHANNEL 12234 0 / - CHECKED BY
WITH STAPLES PLACED 4" APART. A SECOND ROW SHOULD BE PLACED 4 BELOW IN A STAGGERED 6. FOR MAXIMUM PERFORMANCE A CHECK SLOT SHOULD BE PLACED AT 25 -~3~ ~~C' C SSS
IL AND COMPACT THE TRENCH, APPLY SEED AND CONTINUE WITH GENERAL INTERVALS. A b" DEEP BY 6" WIDE TRENCH IS MADE. THE BLANKET IS PLACED I rIIE ~qT~ SSS IATTERN.BACKF L BOTTOM OF THE TRENCH AND COVERED WITH APPROXIMATELY 2" OF SOIL. "I'IfE OF ~,,~f Os
INSTALLATION. (SEE DIAGRAMS D & E) . _ _ _ . . ......_..._..._,-~.....m . . „9,m -~rJfLD% Ck,~~~ I NEER,~~,~ _ _ RFVISF~ Fr A~t1FD DF'TAIi een irnr un
4' X X X BLANKLY IS HULLED OVER CUMFAC ILI13UIL AND SLUUKED WII H MAFLU!) rLAk-k v 4 << L BP~fj`})' WQ B 127 M.L.B. _ rnwwi ivv.
6. THE END OF BLANKET, MUST BE SECURED IN A 6" X 6" TRENCH WITH A ROW OF STAPLES PLACED lo' APART. A SECOND ROW SHOULD BE PLACED 4" BELOW IN A STAGGERED PATTERN. .~~,~ffff~Il i / LINCOLNTON NORTH CAROLINA 0 9 1 4
AT 12" INTERVALS. (SEE DIAGRAM F) X X BACKFILL AND COMPACT THE TRENCH. APPLY SEED AND CONTINUE WITH GENERAL P 20" INSTALLATION. (SEE DIAGRAMS D & E) 04 o A /28 M.L.B. ISSUED FOR REVIEW AND APPROVAL MLB Onfrln g SHEET NO.
7. AT THE TOP EDGE OF THE SIDE SLOPE, FASTEN THE BLANKET IN A 6" BY 6" TRENCH WITH STAPLES ND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF o
PLACED AT 12" INTERVALS. INSTALL AN ADDITIONAL ROW OF STAPLES 12" DOWN SLOPE OF THE X X X Z THE END OF BLANKET MUST BE SECURED IN A 6" X 6" TRENCH WITH A ROW OF THIS DRAWING AND ASSOCIATED TRENCH ALONG THE WIDTH OF THE FABRIC. (SEE DIAGRAM G) STAPLES PLACED AT 12" INTERVALS. (SEE DIAGRAM F) SERVICE AND THE PROPERTY OF iE PROPERTY OF MLB ENGINEERING, LLC. z 405 SOUTH ALMOND DRIVE -5 C V
3.e STAPLES PER Sa YD AND SHALL NOT BE USED OR R BE USED OR REPRODUCED IN ANY WAY OTHER THAN w SIMPSONVILLE, SOUTH CAROLINA 29651 NO MLB ENGINEERING, LLC IN WRITING. NO. DATE BY REVISION
HIGH FLOW AUTHORIZED BY ML® ENGINEERIP CHANNEL PHONE: [phone] SHEET OF

NOTE: THE FIRE NOTE: THE FIRE PROTEC110N PIT SHALL BE APPROVED BY CITY OF LINCOLNTON
PUBLEC WORKS I PUBLIC WORKS DEPARTMENT & THE FIRE CHIEF, PRIOR TO INSTALLATION.
12 oTE, NOTE: AlL FIRE HYDRANTS & VALVES SHALL F.D. CONNECTION MAY I BE MULLER OR APPROVED EQUAL, AS PER
DIP OR PVC (FOR SIZE SEE SPIDER SUPPORTS OR 8E "MOUNTED" ON FACE - - - - of euILDINC wAU PER CITY OF LINCOLNTON PUBLIC WORKS DEPT.
SITE PLANS) APPROVED EQUAL. STOPPER (SEE PLAN FOR SPAGNG NOT TO EXCEED 8' 8" 8" PROJECT REQUIRMENTS
TOP ELEV, OF C.O.) r-- - f 1- • - _ _ , I I ~4 ®8" O.C. & AS APPROVED BY I I I ~ FIRE DEPT. H05E CONECTION
~ ' - , (SEE SPECS. OR UTILITY I - - - - - - - - - - I ~ ~ a ~ ® COMPANY STANDARD)
I ~ I~ ~ • 4 ' _ _
"Y" OR DOUBLE ,i z - _ _ _ ~ - i Y" BRANCH I ~ 9°x 2" OR 2"x 2" TIMBER 11 ~q ®18" c c FlN, GRADE _ I _ 8" CONC. COLLAR WHEN NOT
- STEEL ENCASEMENT PIPE I ~o STEEL PIPE SUPPORTS 1°-8"x i'-8~ LG. ~ IN PAVED AREA, 18 DIA. OR SQ, II _
`i ~ & CONC. PLUG i6" DIA. WALL THICKNESS n ~ I ~ ~ 4j', lbo _ I ~ 8" CMU BLOCK ' ~I .
J I_ 0.313" 10" i 0, FlLL-CELL W/CONC. ' i ( I CAST IRON-FLANGE BASED o ~ i DUR-O-WALL REINF. 7 CU. FEET OF I ROADWAY BOX SCREW TYPE ~ ~ o
~"D.LP. I ~ 16" o%. CRUSHED STONE ~ o00 ( o00 °
- - - - - - ~ i WATER +et SE`idER 4.. _ 2 - ~ I PLAN s REBARS RINGS 5 U T.._ i ~ o00 0 0 8 CAUTION: ~m o 0 0 0° A
JQ5AM TAPERED CLEANOUT CONC. PAD 3 k0 ' NO•Y-30A W/COUNTERSUNK 1'-6" x 9'-8" x 8" 4 p ~ \ 2 I WRAP PIPE W/ w DO NOT BLOCK ° , w _ DRAIN PORTS°-^°"~- °o '
RAD - ~~~\~,r;;';r' ~ ~'!ER ~ ~ 1 THIp( CELOTEX ~ ~ FIN G E PLUG Y 20. ~ ~ e \ > (EARTH) , _ 00 ' ~ 6" D.LP. 8" CRUSHED STONE {2) 4x4'-0" LG. ~°o ~ o o°0 080 ' CONC. THRUST
0 0 0 o a ° ~4 CONT. BLOCK, SEE
45' I~ II ~ ~ i ' ,•a• .o~.® •'a I~'~ 8.' MAX ~ '7~`"° ~ ~ - I o a'.",; o ,•;a'.+~, y o 0 0 0 'a ,o 15" 8 N.R.S. DETAIL l_ '_.-,-,-:T. ~a o--°-0l`~4 an° oo Bbl°o ~o ~ ~a ~ MIN. "'I GATE VALVE _ ~r~b _ i° _ ~ ,
z + SPIDER ~ - _ ~ CLEANOUT _ SUPPORT ~ CARRIER ~ ~I ~IIII 1~~1i~1~1111 1111 WA'PER MAIN 8" DIA. HYDRANT
9 ~ - - - PIPE 6 SECTION CONC. FOOTING ~ ~ 24" SOCKET CLAMP BRANCH
I 6" LISP ~ ~ e TO SURFACE 9. COMBINATION "Y" AND 9/8 BEND OR "Y" • OR LUG(IYP.) 2-3/4" TIE RODS, 20° MAX. LENGTH PER PIPE JOINT
-ROTATE 45 DEGREES FROM HORIZONTAL UNLESS OTHERWISE STEEL ENCASEMENT PIpE I 3,000 P.S.I. CONC.
90° BEND SPECIFlED. SQUARE PLUG DIP OR PVC (SEEr<- 2. 6" - 1/8 BEND OR 4/18 BEND AS NEEDED. - ,G'_6„ TYPICAL F E HYDR
PLANS FOR SIZE) 3 3, CAP 4. BED PIPE WITH 4" PEA GRAVEL AND BACKFlU WITH PEA GRAVEL To IPA ECAE ENT TAIL
ELEVATiQN--CLEANOUT IN EARTH AREAS ~ aeovE PIPE. 5. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D 3034, - (N.T,S,) - NOTE: REVIEW F.H, TYPE, SPECS. VALVE-OPENING
RATED SDR 35. A ~i JOSAM TAPERED CLEANOUT ~ ` c°~ - I I DIRECTION W/UTIUTY COMPANY BEFORE j PURCHASING.
FIN. GRADE NO.Y-30A W/COUNTERSUNK
(PAVED) PLUG Y-2O. ~ 10 ~ 3/4" T1E
` 4 SIZE OF D.I. SIZE OF STEEL COATED PIPE ' I ~ CARRIER PIPE CASING PIPE MIN. WALL THK. PIPE CLASS ' 7 RODS (TYP.)
W ~ ~ 9 ~ BAR
~ cLEANOU ~ 45~ ~ 5 2" 6" 0.188 STANDARD °g° 4 I 2
SEWER PIPE (FOR SIZE ' --6" asP MAx _ ~ _ _ _ _ _ _ _ _ _ ~ 4" j 12" 0.188 SCHED.20 `'I r 8 UNLESS NOTED OTHERWISE 5EE PLANS) F~ i 14'' 0,188 SCHED.20 TosuRTracE - - t
1/8": I' MIN. SLOPE 8" 16" 0.18$ SCHED.10 FLOW '.ow 1 1 _ FLOW
o - - - 10" , 18n 0,188 SCHED.10 ~DE 1 2~ 4 i 2
. ~ / • ~ 12." I 22" 0,188 SCHE0.10 SIDE _ ~ e ' ~ ' ' • ~ 14" 24" 0.218 SCHED.10 N ro 8 I - - -i~ 8 5 1
~ D 1 S'` 26" 0.219 SCHED.10 N (2) 4x3'-0" LG. 1 JT.
INY (SEE PLANS) ~ CONC P D " " SEWER TAP CONNECTION - EA. CORNER FLANGED p o D.1. PIPE
2 -o x 2'-s x9 -o (N.T.S.) NOTE" a~ a~ ~ (FUTURE OR 3/4" NON-FREEZE POST HYDRANT
NON-~COATEt7 AND SAID CASING iS NOT CATHODICALLY ELEVATION-CLEANOUT IN PAVED AREAS PROTECTED. THE WALL THICKNESS SHALL BE INCREASED i Jt. FL EXTEN'90N WADE MODEL W-8840 AS NOTE: BY OTHERS) MANUFACTURED BY TYLER PIPE
TO THE NEAREST STANDARD SIZE WHICH IS A MIN. OF 1 JT. FLANGED D.I. PIPE PLAN ALL PIPING IN PIi IS FLANGED.
0.063" GREATER THAN THE THICKNESS SHOWN EXCEPT ~'OR DIAMETERS UNDER 12 3/4". x
~ E PRO]°ECTION VALVE PIT N
(N,T.S.) (N.T.S.) EHISTING GRADE - 2' x 2' CONCRETE PAD
i. 6" PAD 1. 6" CALKED TYPE D.I. FLANGED WALL SLEEVE (2 REQ'D,)
2. Fl, 3. TE' 2, FLANGED GATE VALVE, O.S. & Y. (2 REQ'D.) INCL. W/OOUBLE CHECK VALVE ASSEMBLY - I ~ 3. TEST COCKS g'}'~~i~e'i?.'?; 1~'; a,°ii:w i, il~
4. 8" (F 4. 8" "USC" OR "ABBE" APPROVED REDUCED PRESSURE BACKFIOW PREVENTER (FEBCO 825YD, OR APPROVED EQUAL) I f u ~ h ~ =1 `
5. 8" 6. 8" 5. 6" COUPLING ADAPTER, DRESSER STYLE 38 _ VALVE MECHANISM/ORAIN TUBE 8. 6" 0.1. FLANGED & P°E, PIPE, LENGTH AS REQ'D. (2 REQ'D.) jl~ I{~~
7. 81l 7. 811C0 MODEL N0. AL DOOR (3'-0" x 3'-0")
B. 8"~ 9. 4" B. 8"x 6"x 4" D.I. FLANGED TEE (1 REQ'D,) 9 CO. C~AT~ O.~AN2800-8-OtA( REQ D)BODY, BRONZE-MOUNTED AS MFG BY MUELLER EROST uNE WASHEDISTONE ~
Ct 10. 4"x 4" D,I. FLANGED, 90' LONG RADIUS ELBOW, (1 REQ'D.)
N07E: 90. 4' THRU5T BLOCKING SHALL 4" 11. 4" D,I° FLANGED Ec THREADED END PIPE (NATIONAL STANDARD 1HREAD) 6'-8" LENGTH
BE 3,000 LB. CONCRETE, t2, 2 _"t" PROPERLY PLACED, TO TRANSMIT 1 12. all%aQDZ 1/2"x 4" FIRE DEPT. CONN, AS MFG. BY SECO FIG. NO. 199 (90° ANGLE "Y"
_ - FORCES TO UNDISTURBED EARTH ~ SI SIAMESE CONNEC110N (NATIONAL STANDARD THREADS) OR APPROVED EQUAL {t REQ'D.)
"A" AS INDICATED, A
- TYPICAL HY RANT D T L
I A/z A/2 ® ~ _ : , uNasTUt~EO eanrN _ N.T.S.
_ - - ~ I;il _~II~. ,
i
e L _ NOTE; BADGER METERS AS APPROVED BY CITY OF LINCOINTON PUBLIC WORKS DEPARTMENT, ALONG WITH A "USC" OR "ABBE" APPROVED REDUt;ED
6 a. Q ~ ~ THRUST 4 A'. '1. i , PRESSURE BACKFLOW PREVENTER (FEBCO 825Y OR APPROVED EQUAL.)
. . . ' ' . TABLE _ !il.' Q I BELOW _ ' ' ~ ~ " - ' • ; • ~ '
i I' d
i ~ FlNiSI! 1;RADE
a.' I - ^A° ~ UNOISTUR8E0 EARTH • , , • ' s' • , ~ i ll -i~~~ - i /~~~III _
~ ' ~ L ,ll'- TN ~ ' . ~ METER METER X & DRCN 10 -
~ PPPROPRAIE AUTHO~PY
PLAN ELEVATION uNDlS1UR6EA EARN ~ ~ i V~~/i.. i 4' OUFET SERVICE 1 1
PLAN ELEVATION ~ ~ 1 (BY PLUMBER) 38" MINIMUM - I
~S COVER a I QPRIATE AUTHWtttY THREADED Fe'MALE COUPt1NG i I m 10
- TM Br APPRQPRIATE AUTHWOtY QID COPPER ON WTIET PIPE
RUST TABULATION K9P MI"' saFE A 2 ~ } BEARING / S®IL TONS ? TYPE K saFT ~U) BY PLUMBER Elan. YAL4E ~ I z TYPE N SOFT COPPER A BY PLUMBER i i
BEND PLUG TEE ~ i CoPP~ PIPE BEND BEND RENO OR ROCK, HARD THid( LAYERS 200 ~ e° MIN. (8~' P~48~1 4' (BY PLUMBER) ~ 1 it
DIA. 22-1 2' 45' 90' 80' BEND ROCK, EQUAL GOOD MASONRY 25 ~ 6 2"-4" Q.7 1.3 2.5 4J 3.3 ROCK, EQUAL BEST BRICK 15 :r' ° ' I I ~ ~
8" 9.5 2.9 5.7 90.6 7.5 ROCK EQUAL POOR BRICK 5 ~ ~ a ~
8" 2.9 5.0 9.6 98,2 92.9 CLAY, ALWAYS DRY 4 ~ a e° uIN, a ~N A MAIN
3.8 7.5 14.8 27.4 99.3 CLAY FAIRLY DRY 2 ~ ~ - 10" . ; :ll UMI18 OF EXCAVATID<i (BY PwMBERJ KCAVARON (BY PLl1M~_o1 METER MERA BOx & ~ --_-i- SETIER
I 12" 5.4 90.7 20.9 38.7 27.4 CLAY, SOFT 9 14" 7.4 94.6 28.6 52.8 37.4 GRAVEL, COARSE SAND, FlRM 8 uNasnlR~o EARTH s' APPROPRt4TE AdR}tORITY
18" 9.3 18.5 38.4 67.2 47.5 SAND, COMPACT, FlRM 4 b' 4' QUIET SERVICE
SAND CLEAN DRY Z METER SIZE S/8° B/e" Y 8" CONCRETE SLAB (fc' ®3000 P.S,i.)
s END AREA SQ. FL ~ THRUST X 1000 QUICKSAND ALLUNAL SOIL i 2 BEARING X 2000 SPACE NEEDED BETWEEN rREINFORCED N9Tli 1/2" DIA. REBARS 8" O.C, (fs' = 80,000 P.S,L) METER ~ZE 1 9 2" 2'
NOTE; ALL VALVES SHALL 8E HULLER FACE of CHECK va.~E aNO A ~ T/4° OR APPROVED EQUAL, AS I~ER CITY OI- ENO of uNFLARED COPPER A ~ r/a° to s/e. THREaDm EEMU.E couPUNC oN otm.ET PIPE SPACE
FACE OF EIGSDNO PUUMBER BAL. VALVE < ~ ~ • ' < ' - FOR METER A 28" 32° tx~e sTDP B BY PLUMBEN ' A' - _ . . ~
T U T ~ OC L LINCOLNTON PUBLIC WORKS DEPT. SPACE NEEDED BETWEEN 4 B 30" 30°
R (N.T,S,} FACE ~ CHECK VALYE AND ® B 3/4° 77" DIA. FACE ~ E7tlSTK)N GURB STOP ® B 3/4° Ia 1/2° (EXIS. TAP-TO-CURB) ~ INSIDE " ~ 8" BRICK OR 6" Ct:INCRETE WALLS PIT C 38 44
EXISTING GRADE VALVE BOX _ _ c ° m D 30" 34"
9.25" PROTECTOR RING -ALL EXCAVATI ' , ~ -APPROXIMATE - ALL EXCAVATION TO BE DONE BY PLUMBER, z u ~ REINFORCED " -APPROXIMATE SIZE OF HOLE WHERE TAP IS MADE IS 5' X 5' (8" BEHIND AND 51MNG CHECK VALVE E 48 48
1 ~ UNDER MAI W='~~!~~In-~ ~ilii-illy ~ ~ -HOLE FOR M'~~ UNDER MAIN). HOLE TO BE WIDER ANO SHORED WHEN MAIN 15 DEEPER THAN 5'. o CONCRETE SLAB FOR - HOLE FOR MEET~EERR BOX TO BE 3' X 3' X 21" DEEP, - ° ~ ° 8" BRICK WALLS F 52" 60°
O.D. ~ 98" ~ r _ ; I- I - i il..:I I ~ i ~ I -SERVICE LINE I - SERVICE LINE MUST HAVE 36° COVER (MIN.) UNDER ROADSIDE DRCH.
_ -METER NOT 1 ~ ' I I 2" ' i -OSHA APPRO' ~I , - METER NOT TO BE PLACED IN DRNEWAY. I ~ ~ E 42" 42° - OSHA APPROVED LADDER TO BE PROVIDED 6Y CONTRACTOR IN EXCAVATION DEEPER L a ° CONCREIEFOSLAB FOR
- = 6.5° 'THAN 5. -PLUMBER SH - - _ ~ ~ , VALVE BOX 11;, i4" DIA. FOR METEF - PLUMBER ,SHOULD CAU. LOCAL WATER AUTHORITY TO REPORT WHEN READY ~ ~ I r ~ m 8" CONCRETE WALLS F 48" 58"
~ SEE NOIE " -~~~;I (SLIP ON TYPE} -OUTLET PIPIN FOR METER TO BE SET OR FOR ASSISTANCE IF UNUSUAL CONDTIONS EXIST. FLOW ~ ~ L - -OUTLET PIPING CONSISTING OF THREADED FEMALE COUPLING, 4' OF OUTLET SERVICE ~
o _ Pc Q PIPE, AND ~ WHEN b,CN-METALLIC ~ ~ PIPE I~ USED, INSTALL w° 23" DIA. T10N PRIOF PIPE, AND BALI. VALVE TO 8E ASSEMBLED 8Y PLUMBER AND READY FOR INSTALLA- T10N PRIOR TO LOCAL WATER AUTHORITY ARRNAL TO SRE, ' , ® v,' o° o °o° o°p o° 0 00 ~a 0 0 0 0 0 0 00 . a _ FRAME dt COVER 24"
a -I-'' I';' cc ~ I MAGNET~C TAPE. •2 RINGS s ~ ~ ~ a RETNF. BA.R I ° ! °o°o o°o 0 0° o '°o° o o °o 0 00 • ~ ~ ~ (UTILITY STD.) ROUND
z cd ~ ~ , AS SHOWN
TY I ss I o _PICL 1" ETER INSTALLATION DETAIL TY "A" FOOTING TO SUIT SOIL CONDITIONS GRAVEL
~ ( ~ --~-CAREFULLY (N.LS.) 1 1 gas as ~ INST,~ I®N
, iI~';'; COMPACTED I~`' N.T.S. ~ ~ i BACKFILL
•i (NO STONES] ) i _ (N.T.S.)
4 Dc - 1 i ; _ _ (MIN,)
~1: III _I I'~ ii'~ I'I NODS: ; IJ~T1r1-
I - 9 SCREW TYPE: ~VALYE BOX MAY ~ fl~l C A R I. pE USED AS ALTERNATIVE. , ice,,, o / DATE
'-COMPACTED ~ ti,9 GRANDU~AR , _ , _ ? , _ ! 2 ;ATE VALVE 24" AND LARGER S MISC. DETAILS 04/28/10 ~ SjsjR ~~"RO~~ N l scALE
MATERIAL - ~ - :~I ~ - - -I ~ ~dUST BE MECHANICAL JOINT ~ MLB ~ - - AND EQUIPPED WITH BY-PASS ~ ~I ENGNEERI~G M - ` 4 ~SS~o oFESSION ti~~~ ~ AS NOTED
I VALVES. ~~~I 4z , 1111, ~mll PLLG IIC, lz~~~ ~ ~ P dOSED 1~~;=~ DRAWN BY
9/2" ANCHOR RCC~S N0. P O i 4O ~ T P C L MAIN E D G Q;
N.LS• CON A I~: - = ~ - ~ i tits' ( ) CRETE RE CTION _ il(' -III = = CONCRETE REAC110N ~C ~ ~~(~S' SEAS ~ / ~ HAMPTON INN M.L.B. ti 12234
BLOCKING 4-0 BY" 3 BLOCKING 2'-0" 4VDE ~qT~ f¢' 0~(i5' ~ / ~fss tc?-~sdc® ~~.5~5 a HOTEL CHECK L~BY
i 2-0 FOR 10" & 92 ~ FOR 4" VALVES. ~,.~F ~:rf~
NOTE 1: CONCRETE REACTION-/
i NSTALLArlON IN PUBLIC R/W REQUIRES COMPACTION BLOCKING 4'-0" WIDE MLB REVISED BACKFLOW PREVENTER APPROVAL PROJECT NO. 6P ffSf~ B 18
OF 90% STANDARD PROCTOR. AFTER INSTALLATION, FOR 6" & 8" VALVES. SURFACE MUST BE TOPSOILED AND GRASSED AS 710 LINCOLNTON NORTH CAROLINA 0 9 1 4
REQUIRED BY REGULATORY AUTHORITY. A 0 28 M.L.B. ISSUED FOR REQUIREMENTS REVIEW AND APPROVAL LB ngineering s SHEET NO.
GAS VALVE-2-OX L) ! su THIS DRAWANG AND ASSOCIATED ND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF z OQ 408 SOUTH ALMOND DRIVE IE PROPERTY OF MLB ENGINEERING, LLC. ttN~-, CV- B
SERVICE AND THE PROPERTY OF N.T.S. AND SHALL NOT BE USED OR R E USED OR REPRODUCED IN ANY WAY OTHER THAN ~ SIMPSJNVILLE SOUTH CAROLINA 29681 MLB ENGINEERING, LLC IN WRITING. NO. DATE BY REVISION PHONE:: ($64) 962®8112 SHEET of
AUTHORIZED BY MLB ENGINEERIP