20072036 Ver 1_Stormwater Site Plans_20080527

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A ~^^x.-y* 3 - SITE DATA ~
~ E ~ ~n "s
E ~ NG RIGHT O 1. JURISDICTION: CITY OF CHARLOTTE
~ EXIST FIRE ti' € ~ aEST wA~ E F ~ ~ HYDRANT ; 4 WAY B P 2. PARCEL NUMBER: 20312122
~ f ~ { APPROX. 23' EXfST. ~ I6D LF CATCH 9ASIN ~ APPROX. 38' EXIST NSF ~RPBAX• 48' EXIST' IXfST. ;ANCS G 3. PARCEL AREA: 1.617 ACRES
~ w. DRIVEWAY DRIVEWAY ENTRANCE ` ~ ~ ` FROM ~ .,F INVERT IN ;DRIVEWAY ENTRANCE MARK P. JOHNSON,rJR PROPERTY ~ ~..m sn.o~ r s ~ AREA INSIDE DUKE POWER RIGHT-OF-WAY: 0.746 ACRES
~ ~ _ m DB 13518 PGr~,~88 s CORNER ~ s PID# 203D5201 I ~ 4. DENUDED AREA: 1.79 ACRES OF WHICH 0.174 ACRES 15 IN ~
~ ~ ! ZONED'` I-2 ~ THE TEXLANO BLVD RIGHT-OF-WAY
~ ~ I - - ~ ~ v, _ i~ + 5. ZONING: I-2 e
, ~ F ~b. J : ~ : ~ x... t
F ~ z' z - -11f~JT R W , ; _ _ . . »R *V °~~-•°~w-~•• 6. IMPERVIOUS AREA: 29,458 SF ~
~_a,..- o~ ~m~ 7. SETBACKS:
" f _ _ FRONT: 20 FEET y
SIDE YARD: 0 FEET - - - - - - REAR: 10 FEET
CONNECT T EXIST. SIDEWALK - ' - - - W Q ~ i 101.13 R/ € LOCATED AT BACK OF CURB 1 VVE -
P ---s ~ ~ x e - I 0-~S - - - ~ . - E-B - - L-~ . _ 8. PROPOSED USE: UNATTENDED FUEL STAl10N - - ~ _ -
TIE PROP CURB AND (~lTTEREXIST. CURB AND GUTTER ~ ~ I - - - _ A~ _ _ E-~ UPI - - 9. PARKING:. NA
END OF EXIST. PIPE -Y-P _ i@ BURRIED/UNATTAINA9LE ~ ~ ~ ~ ~ } BENCHMARK AwPROx. is' SHEET INDEX
~ ~ . ~ _ - _ - 3/4 DOMESTIC APPROXIMI~TE 1 q I d SET - ~ Laca~ioN ~ f ~ REBA~R - WATER METER fxtIVEWAY ENTRANCE y~
~ f i~,,..EL=625.85 ~ - - ~ ~ l ,x FNI~la ~ ' • a , ~ - ~ ~ F gy ~ ~ ,F ~ R ..~,,x; r ~ 2.5' CURB & GUTTER - °D
` : u i o s' CURB & GUTTER 1 SITE PLAN a~ x 2 EROSION CONTROL PLAN PHASE I A
DROP INLET ~ ~ ' .8.58 a; . _ e ~ 2T ~ s ~ ~ ~ ._,.e 2 . .NAIL. , TOP PIPE 5 # v, E . w -m..V1. 3 EROSION CONTROL PLAN PHASE II ~
SigEwnlx =s2o.35 ~ ~;vL TO ,fOC~ EXIST CULVE ~ ~ Qi ; - P pp ; i i P ~ INV. ELEV = ~ i 'd ~ ` ~ _ = sss~22'S,°E 2,7.31',., _ 4 GRADING AND STORM DRAINAGE PLAN
b 3 t ~ 61 65 ~ o" I~ _ 'o a 11E-LINE ONLY 5 LANDSCAPE PLAN
,m. - v.,,... „,s... wa .~w.._.~.~ •,m., _ ~ E , 1BACK 6 PRE-DEVELOPMENT DRAINAGE MAP AND EXISTING CONDITIONS
2'-6"~C R' R GUTTER ~ slc ~ - - - _ _ s PD s ~NCHMARK IMARx 7 POST-DEVELOPMENT DRAINAGE MAP
"I a t ~ - REBAR 'g,39~ ~ n i ~ RUBLIC ACC SAND EL=829.54 3A~ ~ 8 EROSION AND SEDIMENT CONTROL DETAILS 29.54 i ~ 9 EROSION AND SEDIMENT CONTROL DETAILS
3 , . uNDLRCROUND ~ ~ i " ~ ~ NORM DRAIN GE , s 10 SITE DETAILS
60.00 R W ~ TELECOMM NCATIONS APPROX. 3G' EXIST. ENTRANCE / ; . ` BASEMENT To DRava DoT ; ~ ~ ~ s' REDUCED PRESSURE PRINCI~LE BAC PRINCIPLE BACKFLOW `1?REVENTION ASSEMBLY. 11 SITE DETAILS
e s N58*~7°22"W ~ INST~I~,EA~.ABgVE-GR04J~ID~WITHIN I W µ4:P ~1NG'STRIP 478 , ~ ~ REQ111REMENTS. ENCLOSURE TO IN( ~RDUND~~WITHIN INSULATE ENCLOSURE PER CMUD 12 SITE DETAILS CLOSURE TO INCLUDE DRAIN•~PQRT FoR .glscHARGE,.~..__ 13 GRADING AND STORM DRAINAGE DETAILS
; ~ e = 455A' ~ ~ 3/4" WATER PER CMUD REQUIREMENTS. !EQUIREMENTS. SEE DETAIL RIGHT. '`'°r~.
~ ~ ~ ~ ~ R OIL AND GREASE DOMESTIC ~ ~ 35x35 rs~IGHT~ FIRST X REALTY LP SEPERATOR ~ PAV~ENT 14 GRADING AND STORM DRAINAGE DETAILS Tv1ENT 15 LANDSCAPE DETAILS
' , R INE ~ TRIANGLE ; ~ ~ R~~ ._.1 / P~D~ 203121.22 , _ _ WA L ZONED I-2 ~ w~~,~~ .~.b,~t. ,e~~~'" 16 BIORETENTION DETAIL (RAIN GARDEN)
~ I 5' CO ~ 15)DENhALCC ~ . , - _ , fi s` l
° r ' - J ~ ~ ' MUTCD R1.1 STOP SIGN s f / - ~ I YARD i ~x,.~ ~ 16 TOTAL SHEETS
HYDRANT W ~ ' ~ I I / 60 SF STOR GE - - - -I ~ „ ~ ` ~ ~ I ~ ~ ~ „s. BUILDING ~ E 2
CROSSWALK ~ + t ~ m ~ i; Y - - - - ~ 24" WASHED 4N ~ Ef PRINgPLE ASSEMBLY
' UNDERGROUND ~ Q ~ I l /z~-=-_ STONE _ - FUEL TANKS S I REDUCED PRESSURE
STOP BAR ~ t ~ i ~ / _ ~ V ~ FU PUMPS ~ /P , ; 1 1 EL ~1 ~ w lI E f 1/4 TURN FULL PORT 1/4 TURN FULL PORT BRONZE BALL SHUT-OFF CHECK VALVE #2 BRONZE BALL SHUT-OFF
If ~ I ICI I I VALVE ~1 VALVE ~2 SEE NOTE ~2 CHECK VALVE ~1 SEE NOTE ~k2
' _ ~ ~ x I ~ ~ ` of sR ~ I - I -
DRIVEWAY 1 OF 1 ~ , , '~I I € ~ ~ X k I I ~ -l
PROP. TYPE III DRIVEWAY ENTRANCE €rI ~ ,DE N110N; I ~j_..~ ~ ~ ~ EXIST. swALE EC ON m PON I I RAINf I ~ _ 90 DEGREE ANGLE OF INTERS 11 ~~r.:,,, i " ~ 3, ~ C ` 4 I STRAINER I m E OP110NAL
~ ~ I ~ GAR®EN ~ I (cMLD s1D. 1o.zs) `r I I' ~ N I
Ix i I r~ 9~ ¢ ~ I I I ` 3 N F ~ I r ~~j~w~~~ ~ F I I~ f' i I - - Y L FLOW- I W NSF ~ I I I 8 ROBERT LYLE D. FONG (RUSTEE I I
~ ~ v ~ ,III I ; m HILLCREST FOODS INC ~ r~ ~ J ~ _ f t JANET M. GEE (TRUSTEE) NSULATEDEENCLOSURE I
P 498 ~ ~ ~ I I I ~ I ~ I h'~ • CONC: SAD W/CANAPY ~ ~ DB 9602 G Q ~ \ I I ~ ~ " PID 20312115 I I I I ~ ~ ~ I ~ i _ I 6.50 ~ ~ ~ DB 18477 PG 958 l YNTH DRAIN PORTS. TEST COCK ~ I
~ ! ~ CO .N ~~~R30.00' s j' ~ d • ~ - ZONED: I-2 sl v .--..w t ~ °v, EOP I a ~ ~ I~I~I, _ Ix PID# 20312119 (SEE NOTE ~3) LOWEST I z ~ ZONED I-2
I ~ ''~y ~ N E t i r - _ p I ~ 3~ ~ ~ ~ I I g / ~
I t Q I ~ ~ ~ ~ ~ 12 DE'~RES~ED CURB , i ~ t t. < } ~ ORI RELIEF I I VALVE TYPE K OR L COPPER TUBING
~ ~ ! I FLIJSHWITH~EDGE OF ~ J ~ h ~ ~ - - ~ / PAVEMENT OR 1" MIN. GALVANIZED STEEL U SLOPE GROUND ~ OUTLET I EACHFENDMOF ASSEMBLY.
Y~. ~ I ~..w ~ ~ 26.00' I ~ t HANDICAP RAMP >I ? ~ t ~ ~ HEAVY DUTY ASPHALT PAVEMENT' <
CMLD STD. 10.31A I • % ~ M~ ~ ' _ ` ~ OOVER~TYP. SEE NOTE a ( )
$I ~ h t
f I , c # ~ i' i ~7
I Q „ ' R30 OO BbC wa>~0 Tl3.At~SITION.xEROM n_a~, { I - PUBLIC ACCESS AND • ; I SUPPORT AND PAD
.04' ~ ~2'-6" CURB AND , STORM DRAINAGE R45.50' $ ~Me CL ~O FOC X + GUTTER TO 1'-6" EASEMENT ,+mn~n~..A.y ~ i AS REQUIRED BY DESIGNER
~ ~ ~ ~s~. .I W I ~ ~ CURB AND GUTTER ~ ~m~___.°~ ~_~.r,_w. _ .~°,e. ~ a (PAD IS OPTIONAL)
T ~ 9 ~~--r--i---- - ---z- .I ~ t0' REAR~SETBACK 4° MINIMUM X67 WASHED
FND /4 INVERT I e ~I 6 .00' R W ~ REBAR = 628.10 ~ N.~rasro.~~~~ I STONE _M.~ ~
r~ FND } i N66'33'13"W 336.22' - _ 7 - a " ~ REBAR ~
- R ~ s ~ 2 6 CURB AID[} GU1lE ~ fi a_ ' ~ 1RANSMISS~ON TOWER o„ _ _ ._d.~ ti
APPROX. 30' EXIST. ENTRANCE 10 ~ x S I ! . t 1 ~ " N' PAVEMENT PAVEMENT
GRAVEL LOT t7 x ; I ~ 1-6 CURB AND GUTTER ~,,r~ '
i I I ~ (CMLD STD. 10.17A y,._ ;
~ ~ ~ ~r~, r ~ ~.~..,N.,,..~..-~. i CMU
~ f NF ~ ~ ZONING REQUIRED BPA
HONGTAO HAN 'f EXIST FIRE' s ~'i ~ ~ ~ SETBACK ABOVE GROUND ~ .
` HYDRANTS DB 20639 PG 549 ; INVERT 1230 lF = PID# 20312125 = s2~s~ i' ''~~,~,x
' ZONED I-2 FROM ~ I i 35 x35 PROPERTY SEE
PROPERTf (VACANT) CORNER SIGHT ' ~ UNE ~ NOTE #6 & #7 :
TRIANGLE • z I CMUD
o EXIST. DETENTION 3 w N METER € ' PUBLIC 3
~ Z BENCH ARK I B ~ ~ K ! ~°`9 WATER ~
15. PRIOR TO INSTALLATION PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETEN110N SYSTEMS MUST BE FURNISHED TO CITY m W ~ I GENERAL NOTES (CITY OF CHARLOTTE LAND DEVELOPMENT REVIEW) OF CHARLOTTE ENGINEERING FOR APPROVAL. ~ ~ ~ N EL=6 .62 's REB MAIN °a NOTES: EL=6 .62 s O
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSEC110N WITH INSPECTOR. ` 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONfORM ~
16. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE PROVIDED. t ~m r5 BEFORE YOU DIG TO CMU SPECIFlCA110NS. REFER TO CMU APPROVED UST OF BPA'S. -~-wr., -~-t~---°-~°° - 2. CMU APPROVED RP INCLUDES SHUT-OFF VALVES ~1 AND ~2 AS TYPICAL LOCATION REQUIREMENT
2. ALL ROAD IMPROVEMENTS AT TEXLAND BLVD. ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSIRUC110N. 17. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM~50,05 (9" SIGNS ONLY). ENCROACHMENT AGREEMENT WITH THE (giARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF STOP 3. TEST COCK ~1 SHALL BE UPSTREAM OF SHUT-OFF VALVE gt FOR ABOVE GROUND INSTALLATION AND IS PART OF THE APPROVED ASSEMBLY. N.T.S.
1RANSPORTATION) BEFORE INSTALLATION. ~I 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. I 4. PIPE MATERIAL AND FlTTiNGS SHALL BE AS SPECIFlED IN CMU STANDARDS & SPEgFlCATIONS.
18. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING CALL THE NC ONE-CALL 5. INSULATED ENCLOSURE SHALL BE AS SPECIFlED IN CMU CHARLOTTE--MECKLENBURG
5. DIRECT VEHICULAR ACCESS TO WESTINGHOUSE BLVD. IS PROHIBITED. TO THE GUIDELINES OF THE "OFF-SITE R W ACQUISI110N PROCESS°. THESE NEEDED R/W AND CONSTRUC110N LIMITS ARE / ENCLOSURE INFORMATION. UTILITIES CENTER AT 6. Au. LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL.
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. 6. IN ROLLING AND HILLY TERRAIN, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED t-800-632-4949. 7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED SYSTEM PROTECTION DIVISION
NEAR INTERSEC110NS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. 19. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF 1RANSPORTATION (GUS JORDI, 704-336-7086) TO REBAR BYPASS PIPING, HYDRANTS, FlRE DEPT. CONNECTION PANTS, OR CHARLOTTE, NORTH CAROLINA IT'S THE LAW OTHER WATER-USING APPURTENANCES CONNECTED TO THE
IDENTIFY ANY CONFLICTS WITH TRAFFlC SIGNAIJZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCAITON COST AND/OR ANY REPAIR COST CAUSED SUPPLY UNE BETWEEN ANY WATER METER AND 1T5 No. Fle No. BACKFLOW PREVENTION CMUD-REQUIRED BACKFLOW PREVENTER.
OFF-SITE GRADING, PERMISSION MUST BY OBTAINED FROM THE AFFECTED PROPERTY OWNERS. BY THE CONTRACTOR/DEVELOPER. 8. EACH CMU-REQUIRED BPA IS REQUIRED TO BE TESTED BY A Pux STS. STANDARD DETAIL
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5X ON THE CURB. CMU-APPROVED CERTIFlED TESTER PRIOR TO PLACING THE WATER PRDfxF sYSTEM IN sERVICE. Rar. REDUCED PRESSURE PRINCIPLE
20. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUC110N. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE VEHICLES AND CONSIRUC110N EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION. 28. ALL DEVELOPMENT CREAIINI PMENT CREATING A TOTAL 20,000 SQUARE FEET OF ASSEMBLY (RP) 3/4"-2"
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY 111E INSPECTOR. IMPERVIOUS AREA SINCE SE AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM BaMt ABOVE GROUND w
21. CLEAR ANO GRUB AREAS TO BE FlLLED TO REMOVE TREES, VEGETATION, MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL DRAINAGE DETEN110N. ETEN110N. 4-5-99 Q Na Dab BY Ravbion SLrwy~d BY Dedgnad By Oraxn BY Prod-Eng APPS By pab 1
10. CURB AND GUTTER SHOWN ON PLANS ALONG TEXLAND BLVD. MAY BE ADJUSTED BASED UPON FIELD STAKING BY qTY MAT WOULD AFFECT 1HE PLANTED STABILITY OF INE FILL. ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIRCAl10N BASED UPON FELD CONDITIONS. 29. TREES WIININ THE STREET I N THE STREET RIGHT OF WAY ARE PROTECTED BY
22. PLACE FlLL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE LAYERS AS REQUIRED TO REDUCE EROSION, LAW. A PERMIT IS REQUIRE RMIT IS REQUIRED FROM THE CITY ARBORIST AT ~ 753 PRIOR TO THE REMOVAL OF ANY RIGHT OF WAY GRAPHIC SCALE
11. THE PURPOSE OF INE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT SLIPPAGE, SETTLEMENT, OR OTHER RELATED PROBLEMS. [phone] PRIOR TO 1 . TREES OVER 8" DIAMETER AS MEASURED 4.5' ABOVE
PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE TREES. ALL 1REES OVER 8 ALSO PROHIBITED. 23. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT AT ALL 11MES. GROUND AND WITHIN THE SI D WITHIN THE SETBACK ARE PROTECTED BY LAW. ~o o t5 30 ao t2o w
24. ROUGHEN THE SURFACE OF ALL SLOPES DURING INE CONSTRUC110N OPERATION TO RETAIN WATER INCREASE INFIL1RAl10N, CONTACT LAND DEVELOPMEP AND DEVELOPMENT AT [phone] FOR REQUIRED o
12. HIGH-DENSITY POLYETHYLENE (HOPE} STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET ~ PERMITS. RI HT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL AND FACILITATE VEGETATION ESTABLISHMENT. G J a
MUST BE APPROVED BY THE qTY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET 25. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FlNAL GRADING IS COMPLETED ON EACH AREA. APPLY (IN FEET) U ~~~a~~ D Z
RIGHT-OF-WAY. TEMPORARY MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 WORKING DAYS OR I.~ w 1 inch = 30 ft. ~
90 CALENDAR DAYS. 13, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL Mpy ~ 7 2008 ~
REMOVE fROM THE CHANNEL AND BANKS OF 1HE STREAM ALL DEBRIS, LOGS, UMBER, JUNK AND OTHER ACCUMULATIONS. 26. FILL DIRT REQUIRED FOR SITE MUST COME FROM AN AREA REGULATED UNDER THE MINING ACT OF 1971 OR FROM AN AREA a z
WITH AN APPROVED EROSION CONTROL PLAN. 14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRIC110NS OF THE (CITY OF
CHARL011E/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE. 27. CONTACT THE U1ILITY COMPANY TO RELOCATE ANY EXISTING U11LIlY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WI1N V O~ Z
THE IMPROVEMENTS UNDER THE SCOPE OF THIS PRO,~CT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. a ~n - ~O W
Z O
TEXLAND BLVD,
'`~~"iN~~+"r' UNATTENDED FUEL STATION ~N CAf•~D~~~i~
• Q

JONES & QUARLES PI LES PETROLEUM INC. SITE PLAN
Y 05-07-08 DUKE ENERGY COMMENTS C I%s ~Qrs~ W ti %
GOULDING J
z B 01-11-08 DWQ - ADDITION OF RAIN GARDEN +++++~'C~~~~~ DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 1 OF 16 C cn
A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: 1"=30' SHEET REV
z NO. DATE DESCRIP110N OF REVISION

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~ "Y PID 20 ~.5-~^u1`. nr ~ F ww . 12 ~ , _ s. x , N
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~ ~ ~ LIMITS OF ~ _ 3 VARI R ~ AB , LE,~ I , r; DISTURBANCE U B L I ' .H C R is Q ~ {a ~
W ° ~ , ORANGE TREE 3 ~ "fie- ~ Q
PROTECTION FENCING ' t i ~ MIN 6' RADIUS FROM n, f,`~„ 4
~.4 _ ~ ~5, ~ ~ .F1vRli~' ~ '.~-a~ : EXIST. TREES x. - ~ ~ n ~.~,~,a ~ VICINITY MAP NOT TO SCALE
~,vu_ ~ u~~.. ~ - ~ , , , at 4' R~tee ~~yd,. t~ ,
~"FND MAG <
y~ ~ ' - Tr _ SDEWALK < 588'2251 E 21 . ~
} ~ . - EROSION CONTROL DEVICES INSTALLED AT @a ; ~ ~ ~ -v~C.-,-_F ~ ;01 ~ F _ _ A i ~ I ° ~ f TIE-LINE ONLY
J. BEGINNING OF CONSTRUCTION. GRADE SITE I ~ ~ , . - ~ , ~ ~ ~ w - ~ . _ ; , TO FINAL GRADE AROUND THE SEDIMENT AP a , , ~ ~ w L M ~ ~ i i ~1- - _ ,_,,TEMPORARY SILT; FENCE SITE DATA EROSION CONTROL NOTES i
7 a ~ t a 1 _.W ° BUT DO NOT FILL IN TRAP UNTIL ALL OTHER ~ , ; ; ~ DRAINAGE ARE/1 E-~` ~ N ' CMLD STD-30.~ - -
RADED. LEAVE AS MUCH OF s ~ + < < - ~ ~t''' ° AREAS ARE G , . ~t C-0.45 DISTURBED 'p o, --r f E ( ) q of ~ THE TRAP AS POSSIBLE IN PLACE AS LONG ~ ' = I ~ ~ ~ A=b.17 AC S ~ r: ` ~ ~ 1. JURISDIC110N; CITY OF CHARLOTTE 1. ALL "STD."NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS ~ ~ MANUAL.
B SEDIMENT FENCING AND BERMS ~ I ~ I N ~ ~ ~ ` AS POSSI LE l utvoERCROUr~ a Z t 1 y~-- ~ 623 ~ 2. PARCEL NUMBER: 20312122 fi { 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM
TO REMAIN IN PLACE THROUGHOUT I g ;le~ECOt~MUN cnnorh ..,..-~Mw. 3. _ m~.. ~ `a ' , CONSTRUCTION. ~ ~ ~ ~ ~ ' 4~` ~ 3. PARCEL AREA: 1.618 ACRES THE ZONING ADMINISTRATOR.
~ ~ ` z e FND ° ~ ~ 23 ~ I I ,NSas~~22,w ~cRwrn € a ~ PERMIT FOR FILLING WETLANDS HAS BEEN> _ ~_n,~- ~ '~k ~ AREA INSIDE DUKE POWER
~ ~ ~ - ~ ~ ~ ~ I ti APPLIED FOR WIT} THE CORPS. OF ENGINEER 0 ~w , ~ ~ ) ~ # I ~ s,DISTURBANCE MAY., TAKE PLACE IN WETLANDS --va-~~~ , RIGHT-OF-WAY: 0.746 ACRES 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
+ ~ s t KII,~ME4 IELEV. ~ a ~ f 1 AREA UNTIL APPROVAL HAS BEEN OBTAINEp _ 9 ~ _ ~3 ~ a FIRST, X REALTY LP ,y VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT 4. DISTURBED AREA: 1.79 ACRES OF TO A FINE.
- ~ € ~ ~ ~ ~ 'Sr ~ t PID 20312122 FR01~; THE CORPS. ~ ~ CO CTEp TO ~ gE~ ~ ~ ~ r1= WHICH 0.174 ACRES IS IN THE I TEXLAND BLVD RIGHT-OF-WAY 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
~ ' RI OI~TLET '1~' y 5 ZONED I-2 a_ ~ 2U ~TURE gtio v~~'s°ti ~ R ~ ~ -
a s ~ ~ ~ ~ ~ °w ~ s Q~ a~ s ~ ~ ~ ~ ~ ~ ~ ~ POROUS BAFFLES IN TEMP.~I - - ~ ~ ~ ~ 5. ZONING: I-2 IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. W,~~. ti.~~~ ~
~ E s i ~ ~ ~ ,SF, SKIMMER~~~SEDIMENT TRAP i ALL DISTURBED Af~EAS TO BE SEEDED ~ ~ f s r 6. IMPERVIOUS AREA: 29,458 SF 5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. RffER
` ~ ` ' I ~ ~ (CMLD STD. 30.19) ACCO{~DING TO SEEDING SCHEDULE ' l I ~ [ ~ m ~ 23 ' i ! ` TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
6 s ~ ~ ~ LEV, 6 ~ ~ I ~ + ^ ~ ~BER~ E (CML~ 30.17A AND 30.178); „ t \ '
~ ~ ~ ' ~ I ~ ~ r t1MITS OF qr I 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT'MAY BE REQUIRED ,LIMITS OF I t ' BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
WETLAND BOUNDARY 1'. ~ ~ ~ ~ ~ , ~ i 1 DISTURBANf ~ ~ ~ I TSSB#1 ;y ~ ~ ~ i by9 DISTURBANCE 10' REQUIRE ADEQUATE TERRACING [CMLDS #30.16]
I r„ j s U ~ s ~ ~ ,9~ 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN
~ ? s ~ x i i
EXIST. `SWALE ' I ~ a m ~ ~ ? i TOTAL DRAINAGE,AREA iS 6.81 ACRES 14. , d a I ~ a I "s 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ?rf~ ° ~ ~ ACRE THAT WAS NOT PREVIOUSLY APPROVED.
I ~ ~ ~ , ~ ~ m T0~'AL DISTURBED AREA IS 1`.79 ACRES N EE ~ t;'t 6 i ~ 10 3 s
a ~ ~ ~ f ~6^~°', ' i f , DISTURBED AREA INCLUDE ~ 1.62 AC ~ NSF ~ S ~ r f. ~ ~ ° ,7~~ N/F ~ 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY R:~BERT LYLE D. FONG (~RUSTEE~ ~°Y~ ~ MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
ILLCR ST FOODS] INC ` ~ g I ~ WITHIN THE PROPERTY AND 0.17AC m " ~ WITHIN THE NG~DOT RIGHT OF WAY FOR n x JANET M. GEE (TRU TEE) ¢ DB 18477 PG 95 `
DB 602 PG 4 8 ~ f j. ~ a ~ N , ~ ~ " CONSTRUCTION) OF CURB-AND GUTTER; ~ PI # 2031211 I ; 3 n 1 ? ,g~a € ~ ~ r
ZONED: i-2 ~ I ~ ~ ~ 2 F: _ SIDEWALK, STORM DRAINAGE LINES AND , f ` ~ ~ i 6 ~ ° ~ `STRUCTURE$ . I ~ PID# 20312119 ~ ~ MAINTENANCE PLAN
I I~ r~ 'j I I ~ ~ t s' ZONED I-2 ~ ~ 1. ALL EROSION AND SEDIMENT CONTROL 7
I ~ ..~r. : ,ia ~ 7 1 ~ ~ 1 3 . E , t T D AI AGE AREA R N PRACTICES WILL BE CHECKED FOR STABILITY t ~ I ~ AND OPERATION FOLLOWING EVERY
w ~ ~ C=0.45 DISTURBED ~ ~ - ( ) ~ I i F i ~ ~t, ~ RUNOFF-PRODUCING RAINFALL BUT IN NO CASE
: ~ ; ~ ~ , ; . A-1.62 ACRES 5,. ~ ~ ; ~ ~ LESS THAN ONCE EVERY WEEK. ANY NEEDED ' REPAIRS WILL BE MADE IMMEDIATELY TO
5 1 ~ • i + _ ~ ~ n ~ EXIST. SILT FENCE TO BE ~ , ~ I ~ ~ MAINTAIN ALL PRACTICES AS DESIGNED.
~ 41 ~ 1 ~ ~ f ; REMOVED d ~ ttil:f
3 ` 4 ~ z i z 7 ~ I R ~ ' ~ = ~ 1 a ~ TEMPORARY SILT FENCE i 2. ENSURE TEMPORARY SEDIMENT TRAP IS CLEARED
q Y I' 3 5 d 7 ~ ~ Q ~ ~ ~ (CMLD STD. 30.06A) I 1 ~J 1 ; ~g~ ~ `fie ~ ONCE SEDIMENT REACHES CLEANOUT MARK.
I ~ 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE I " r ~ ~ SEDIMENT FENCES WHEN IT BECOMES ABOUT 0.5'
X S ~ ' ~it ~ ~ # - - W 6 L ~ - ~ - -L - - - ~ - - - 1 r_ p`~, t€~' 9 • I ti u°~-~,y ~ WILLPBETREPAIREDCAS NECESSARYETO MAINTAIN
' 31 r f-- I I - - - - - - r DRAINAGE AREA tl ~ ~ `F s j FND /4 t P' ~ ' THE BARRIER.
- _ ~ ~ . ' ; k C-0.95 (PAVEMEN>`
~ ~ ; FND'$~~ d ~ ~ ~ N66'33'13'W 336.22' ~ A=0.53 ACRES ~ REAR; ~ ? ~ ' ~ ~ f r` ' ` , f ~ 4. ALL SEEDED AREAS WILL BE FERTILIZED AND ~';f 3 RESEEDED AS NECESSARY ACCORDING TO
`4..~.~.o,.y.~..~.•..~~.Aw -.3•.~-~ ~ SPECIFICATIONS IN THE VEGETATIVE PLAN TO
~ 't, I ~ ;TEMPORARY SILT FENCE ~ A MAINTAIN A VIGOROUS, DENSE, VEGETATIVE - ~
~g i ~ \ a,. ~ COVER.
~ :i a> r' 3 I {~s f
~r I ~ ~ ~ I I ~ ~ w 0. \ DRAINAGE BASIN i ~ ~ " 3 n~~ r F--~--._""'------- ~ ' ~ ~~f' BOUNDARY a 153 ~ °e,,
- 'f ~ N F ° t S ~ DUKE POWER s'' \ ~ is I~ I- ~ DRAINAGE AREA I
~ ca R/w \ HONGTAO HAN ~6~ I ' B@ 20639 PG 549 '`"tea ~ C=0.25 (WOODED) g I
~I € G °'n PiB 20312125 ' ` ' s ~ PROPERTY LINE ~ , 1' ~ A=4.30 ACRES
~I € r ~ ~ h ~ Z~ I-2 ~ P ~ ~ (vacaxr { 'I g V
~ 4 I ~ ~ \ Z ~ 1
i i \ i? Z I
f V O ~ EXIST. DETENnON e ~ \ ; W ~ I ~ Z oN , n.,,,.,.~ s ~~e~ '
Tc FLOWPATH
$q ~ b t \ \ iD W g,. 's F ~ 1s ~ F i \ ro { ~ ' ~ N f693 LF I f 1
I TEMP SKIMMER BASIN (TSSB#1) \ s' i s " -
CONSTRUCTION SCHEDULE q ~ ~ PEAK INFLOW - 17.30 CFS = ~ ~ ~ w.r• [T "~~~~~~~~~~~r~~~~~~ I I
0 TROL PLAN APPROVAL ~ ~ I t TRAP = 2.3 FT. DEEP WITH 1.0 FT CLEAN OUT MARK. - L OBTAIN GRADING/EROSION C N ~ T ~ a 4 \
FROM THE CITY OF CHARLOTTE ENGINEERING ~ ~ BERM HEIGHT - 4.3 F ! 4448 SF ®BOTTOM ELEV. 619.2 DEPARTMENT. ~ ~ i h; _ ~
F~ 5081 SF ~ ELEV 620 - ' t ~ 8047 SF ®ELEV 621 4 ~ ~ a t ~~:p~ ~
2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERE E . ~ , ~ ~ ~ ~ 12,151 SF ELEV 621.5 WITH EROSION CONTROL INSPECTOR OF THE CIS`' ~ -
ENGINEERING DEPARTMENT TO DISCU ER.OBt~N CONTROL j€ j k'~ w°~ 2:1 SIDE SLOPE OR FLATTER
18 FT SPILLWAY WEIR LENGTH MEASURES. FAILURE TO SCHEDULE CH CONFERENCE f , i ~Z Y'~ 5 FT ERM DTH
48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS , , B tM - A ~o ~ A VIOLATION OF CHAPTER 18 OF THE CITY GODE AND IS ~ SKIMMER ORIFICE - 1 R®~
SUBJECT TO FINE. ~ ~ _ I ~ ~ VQLUME READ - (1800 F ~{i.79 AC) = 3222 CU.FT. ~ ` ,.~.w ~ ~y~,.. ,~,.s,~,.,%'` s~..1`~„°~.*~~'~. ELEV. 1638
3. INSTALL SILT FENCE, SEDIMENT TRAPS, AND OTHER MEASUR AS SHOWN ON PLANS, ~ VOLUTu~E"~ROVIBEt?'~°"' ,329 CU.FT.
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.p'~,~",~ 2) SURFACE AREA READ = (325 SF/CFS)(17.30 CFS) = 5622 SF. It,
SURFACE AREA (AT SPILLWAY) PROVIDED = 12151 SF. f° 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES ` _ ~ _ ~ _ H . z
THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. ~ ~ 3) WEIR LENGTH (MIN) - Q/CH 1.5 - 16.92/(2.68)(0.5) 1.5 - 17.86 FT "4~~ \ WEIR LENGTH - 18 FT. € / J
F BERMS AND SEDIMENT TRAPS TO STABILIZE. r"";'"`°"~-~. 5. SEED BACK SIDE 0 \ ~ n. w"'" ~ U
~~~a~N~ ~ / N
OUS Y MAINTAIN ALL EROSION CONTROL DEVICES .1 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINU L AND STRUCTURES. 1~ ~
~ ~eFpF'` ~ i GRAPHIC SCALE
7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH. EROSION CONTROL 13. REMOVE REMAINING TEMPORARY ER0510N CONTROL \ INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. DEVICES AND STABILIZE THOSE LOCATIONS. \ w x ~ 30 0 15 JO 80 12D h
t, / ~ O
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 14. INSTALL dETENTION POND RISER AND FlLL IN SPILLWAY. GRASS AREAS AS NEEDED AFTER g~ / a
9. INSTALL STORM SEWER, CATCH BASINS, CULVERT AND CURB INLETS. PLACE EROSION CONTROL INSTALLATION. \ \ ~ w
MEASURES AT INLETS TO KEEP SEDIMENT OUT OF STORM SEWER UNIIL SITE IS STABILIZED. \ 15. ALL EROSION CONTROL MEASURES SHALL BE \ ~ / (W FEET) Z / ~ 1 inch = 30 ik
10. INSTALL TEMPORARY VEGETATION AS REQUIRED.. CONSTRUCTED IN ACCORDANCE WITH THE N.C. \ /
ER0510N AND SEDIMENT CONTROL PLANNING AND \ / / o p W 00 J
TROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, \ / 11. COORDINATE WITH EROSION CON MEASURES. CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, \ / v0
AND THE CHARLOTTE-MECKLENBURG LAND \ ~ / O~ _ U Z .Q~ _
i2. COMPLETE SITE CONSTRUCTION AND STABILIZE ANY REMAINING AREAS. LEAVE SKIMMER BASIN IN DEVELOPMENT STANDARDS. PLACE AS IT WILL BECOME A DETENTION POND. a' O w
Z O
N
TEXLAND BLVD. ~`~~~~«~~tr UNATTENDED FUEL STATION
0 Oy~9 $
- - - - - - - - - - . _ ~ ~4Q ter..
¦
!LES PETROLEUM INC. EROSION CONTROL PLAN PHASE 1
Y -07-08 DUKE ENERGY COMMENTS GOULDING %90tteIItZ
C 05
z 8 01-11-08 DWQ - ADDITION OF RAIN GARDEN DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 2 OF 16 C N
? A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: 1"=30' SHEET REV
= NO. DATE DESCRIPTION OF REVISION

,.„,~~,,b.~ ~
~~o~ .vim",
9 ~ 1p'~'~•~, r ~ „~..ai ~~48g
~ ~a 1 I } ~ ' a
FES 1-1 ~ ~ r p g ~ Q ~ O
a OUTLET PROTECTION ; $ N/F f
~ CMLD STD. 20.23 ~ ~ w + MARK P. JOHNSON !R.~~2M_ ' ) ~ ' „ ~ x DB 13518 PG~'388 dao = 4 ~ a ~ ~ ~ PID 203J5201 ~ ~ ~ n ~ CROMprON ST { I 1 /
- ZONED: I-2
a ~ Y ~ .~.N... N rr t . ~ ~ a~.,,.~ _ x U WESTINGHOUSE
W, = 11.5 . , t ~ ,.s . fES 5-1 BL V e D
3 - t 4 q V ~ _ . . n ~,,Ol7TLET PROTEC ON _ , . v ~ x ~ e s ,
` H = 1' ~ r.~a ~ . (CMLD STD. 20. 3) ..~,_.~...w._ } r n . t c 4" ~ „ .~.~"ti.. .n,~,~.~..~..~~,~ ~P.".~- w.~.~.q. ~ SITE
P ~ ` ' ff deo = 6 rY ~ i ~ S „ a
~ I ~ x s' dla7c - 9 ~ I ' La=16' ' s
i -18.5' ~ ~ - ~ ~ WES ~ a~~~
TING _ HOU s~ Ws 7.5 E B - LV . ; 00
~ T = 13.5 _ ` , ~ ~ _ ~ VA w~ RIA BL E; P ~ H 1.7 UBLI CR
W t LIMITS OF r =.y a r , q _ r~,
DISTURBANCE ,~y w~.,,. ~ ; 4, ~ „ , x
gp ~ ~ ~ _ ~ v. a VICINITY MAP NOT TO SCALE
35.;.. ~ ~ 4 _ y~ ,.w 35 ~ ~ ,r ~.;m 4.~ w-. , _ _ . Y, . .,y ~r~;
I SILT PENCE INLET ~ ~ v~ ~ _ ~n . ,.n_..,w ~5` ' ` ~ _ Ot ~E 248 r I h - 4 z .,r
PROTECTION A ~ ~ - a ~ _ ~ _ - ~ SIDEWALK (CMLD STD. 30.09) ~ _ - ~ ~ a _ e _ - _ } i ~ y S66'22'5t'E 217.31'... ~ v~.~
- - t . _ _ . _ ,r _ , _ _ _ ,0. F . . ~ ~ ~ ~ _ - - e - w ~r: s - i TIE-LINE ONLY
; ~ _ ~ ~ 62 6 . 23 i CONVERT TEMPORARY SKIMMER SEDIMENT ~ „ F ~ =t : ~ s
` ~4z e BASIN FROM EROSION CONTROL PLAN PHASE 1 I , t ~ N , ~ CONSTRUCTION SCHEDULE
TO PERMANENT DETENTION BASIN AFTER LOT ~ ~ ~ 621 l a ; ( 2 ~ IS GRADED AND STABILIZED. SEDIMENT 6 3 i
/ r ^ ~~°s 624 FENCING TO REMAIN IN PLACE THROUGHOUT uNDERCRDUiwb 1 r~~, " 1 a tELEC MUN CATION za' ' ? f 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
CONSTRUCTION. ~ ~`~-.4 2. SET UP A ON-SITE PRE-CONSTRUC110N CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
~-~~.w~ DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
i a' ~ 47.82' ~ N 5 'e, ~ ' ~ o ~ ~ ~ ~ i LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO FINE.
a , + a ~ TEMPO ARY ~ ~ / ~ ~`T, X REALTY LP ~ _ i; ~ / ~ a`~`~, 3. INSTALL SILT FENCE, SEDIMENT TRAPS, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO
I; t_ SILT NCE ~ ~ / ID 20312122 tr ~,a~ I ~ ~ ~ / .L If >n~' CMLD~S / ZONED I-2 INSTALL THESE DEVICES.
( , „ / ~ ~ ~ ~ 30.060 ~ F ; ~ h ~s , [a fF. , $F ~ r w i ~ 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
g ~F ~ ~ I I 5 b f ~ S 3 1/ i t % ~ ~ 23 621 l ~ I ~ GRUBBING MAY BEGIN.
~ I i ~ ~ - r , _ _ / ~1 m 1i` ~ - _ / ~ € y 5. SEED BACK SIDE OF BERMS AND SEDIMENT TRAPS TO STABILIZE.
~ a , ~ _ ~ .DITCH 1 DITCH",1 ' `s 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
F ~ ~ Ile ~~„u , ; 1 ~ _ , ~I, E ~ ` - - , ~ ~ i 1' BOTTOM WII 1' BOTTOM WIDTH I t
~ ~ ~ ~ ~ ~ ~ ~ _ - - \ 1 ~ ~ ~ ~ ~ 3:1 SIDESLOPf 4, ~ ~ J t , ~ _ j, , ~ . € i ~ y ~ ~ (I ~ 1 DEEP I 3:1 SIDESLOPES ! ~ 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING 1' DEEP ~ ~ WITH EACH PHASE OF EROSION CONTROL MEASURES.
~ I ~ ~ ~ IJNED WITH TE z~ ~ I ,I 11 I I IJNED WITH TEMPORARY JUTE FATTING
I ~ I ~ I I ~ ~ I ~ ;I I I II - I I 1 ~ -III 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. r ~
~i-.. ~ I~; ~ I I ~ j M-~ ~ t -L_ J I a I I I 9. INSTALL STORM SEWER, CATCH BASINS, CULVERT AND CURB INLETS. PLACE EROSION CONTROL MEASURES AT INLETS TO KEEP
I I ~ i W 11. 1 1 I ~ ~ EXIST. iSWALE ~ ~ f SEDIMENT OUT OF STORM SEWER UN11L SITE IS STABILJZED.
° ~ ~ , I I z l I ~ E I 1 10. INSTALL TEMPORARY VEGETATION AS REQUIRED.
I i I ~ ~l I I 3 ~ 1 f I I I I N F IE Ir I~ I ~ ~ ~ NSF 6 i
/ I ~ g II,I II HILLCREST FOODS INC I ~ ~ I ~ I I ~ ~ I ;ROBERT KYLE D. FONG (f RUSTEE~ 11. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. sue` ~ JANET M. GEE (TRU~TEE)
DB 9602 PG 498 ~ 0 ~ ~ ~ ~ ~ n . I ~ Q i ~ I I P I I • ~ 1 rn PID# 20312115 ~ i l I' t ? ~ ~ ~ ~ . ~ DB 18477 PG 95~ I 12. COMPLETE SITE CONSIRUCT10N AND STABILIZE ANY REMAINING AREAS. LEAVE SKIMMER BASIN IN PLACE AS IT WILL BECOME A
ZONED: I-2 ~ ~ ~ ~ ~ ~ t - I ~ I I ; s fES ,.1 ~ ~ ' ! ~ PID# 20312119 ~ ~ DETENTION POND. `:~'4 ; ZONED I-2 ~ i
~ I ~ 1 I ~ ~ auT~~ RoTEC~o ` ~ 13. REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES AND STABILIZE THOSE LOCATIONS. ..w.,M ~ ~ a 14. INSTALL DETENTION POND RISER AND FILL IN SPILLWAY. GRASS AREAS AS NEEDED AFTER INSTALLATION.
! ~ ~ i I ~ i Z CMLD TD. 20.23 0 ~ ~ l ~ ~ ( „ , l '
a ~ ~":tlw,e ~ 6" ' ._.I , I s 6a..AC ~ I ,
STABILIZL~D CONSTRUCTIO ~ l I j d I ~ Lob= 10' - ~ ' ~ 15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. ERDSION AND SEDIMENT CONTROL I PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND
ENTRANCE Cn I ; f ~ , = 11. - m ~ Q I ~~i I ~ ~ ~ ~ ~ (CMLD STD. 30.11A ~ ~ _ ~ ' ~ ~ W: .75 ~ ~ w ~ ~ THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
~ ~ „ ~ ,4 p ~ eg ° T = I ~ g
y t F e ~ ~ s z r~ H-1 ~ ;I ~ I ;
~ Z i Q ~ ~ 3 , j i ` I ! ? d
t ~ I~ I r ' ~ ~ f z 1
I 9 ~ 4 ~ ' ; ~ EROSION CONTROL. NOTES
~ ~ W ~ ~p ~ ~ f--- ~ ~ ~ z v~E 1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
t 'fi ; J 6 4 FND ~4 4~:n; i ~ ~ ,r ~ ~ , ( ~ ~F REHAR , ~ ~
(I I I FNDI~j ~ P ~ N6633'13'W `336.22' ' ' ~ REBAR LIMITS OF ~ } ''r f :,.~.,~s~"M: 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMIN151RATOR. 7'~
~ s :ra~`T`i~~~~; DISTURBANCE i` yam. 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL
~ r ~ a ~ I It } d i ``l ORDINANCE AND IS SUBJECT TO A FlNE
I I ,°TEI~PORARY°SILT f"ENCE ~ w~ LIMITS OF DISTURBANCE ~ a°°`°r{ 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY
! i ~a ~ ~ (CMLD STD. 30.0610. o } i `w ~ a z ~ .w,~, ~ ~~.._ti., N"° '"`~a~~ N~~ ~ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. r3
~I Y ~ 153' o o , ,M.....~..,"., 5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE FOR
d ~ ~ DUKE POWER ~ N~f ~ 'I ADDITIONAL REQUIREMENTS.
R ~ co. R/w ~ HONGTAO HAN ; l R''~ 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY
E DB 20639 PG 549 PID# 20312125 I kF~~~ ENGINEERING DEPARTMENT.
i ZONED I-2 t ~ VACANT I ' B. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FlLL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING [CMLDS
3g a ~ o 1 X30.16]
d j M j a
O XIST. DETENTION ~P ~ E I ~ ~ i t ioN ~ 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. i
~ . io I f ~ ~~`I 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION
~ w I~ ~ F MEETING.
~ ~ N ~ AI.L DISTURBED AREAS TO BE SEEDED
1 ~ I[ ACCORDING TO SEEDING SCHEDULE I
~ 3 ? (CMLDS 30.17A AND 30.178) ~'~"s ~ i
MAINTENANCE PLAN
p ~ E 3 9 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
~~I y. RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
~3
II ~ ± FtG 2. ENSURE TEMPORARY SEDIMENT TRAP IS CLEARED ONCE SEDIMENT REACHES CLEANOUT MARK.
s FND ~ REBAR 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCES WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE
I ~ SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.
I ~`a. 4. ALL SEEDED AREAS WILL BE FERTILIZED AND RESEEDED AS NECESSARY ACCORDING TO SPECIFlCATIONS IN THE VEGETATIVE PLAN
SITE [ SITE DATA TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER.
L , 1. JURISDICTION: CITY OF CHARLOTTE
w
2. f 2. PARCEL NUMBER: 20312122 Q U
3. f 3. PARCEL SIZE: 1.618 ACRES
ARES IN THE DUKE POWER RIGHT ~ -OF-WAY: 0.746 ACRES GRAPHIC SCALE
4. [ 4. DISTURBED AREA: 1.79 ACRES OF ~ w
1 WHICH 0.174 ACRES IS IN THE so o t5 3o eo t2o ~ TEXLAND BLVD RIGHT-OF-WAY o
J
5. 5. ZONING: I-2 a z
6. I 6. IMPERVIOUS AREA: 29,458 SF 1 inch ~ 0 > Pt. ~
~ ~
N Z O w~ O
UO
O~ _ Od U Z
a in - tf O W
Z O
TEXLAND BLVD. ",~~~~~t,,,~ UNATTENDED FUEL STATION
~,,•``'~N CA1~
Q ,.......,O~i Via; oF~ss,~ •y

]ONES & QUARLES P LES PETROLEUM INC. v EROSION CONTROL PLAN PHASE 2
Y
J offilWal-F.Ap"m GOULDING
z 11-08 DWQ - ADDITION OF RAIN GARDEN DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 3 OF 16 C
? 05-07 CITY OF C HARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: 1"=30' SHEET REV
tO.D 07-08 DUKE ENERGY COMMENTS T- L ATE DESCRIPTION OF REVISION

1 ' 9 ~ 4. °j^'w,~ l~F ~
A ~ ice...,,„, P'.~",` ! ~'n~~ N
.v..~,~~,~ STQRM DRAT S t s' 1 STORMDRAINAGEPIl'ECHART ,,48
~ B P LINE FROM TO L~ TO LENGTH SLOPE SIZE... MATERIAL
I ~ ~ ~ ' , n~ CATCH BASIN j ~ o
~ _ ~ INVERT IN ~ ~ LINE I CI 1-2 FES 1-] FES 1-1 48 O.~S2 18" ..RCP ~ CROMpTON s
TM~ - LINE2 DELETED ~ ~ sr ~
~ ,gym, ~ ~ I s' i ~
~ ~ ; ~ ~ - - a + ~ t z, : ~ , n wESTI $ NOHOtJSE
s ~ , ~n . , ~ ~ € x s - r ~ - ~ - ~x
~ ~ w - LINE4-2 ~ ~ _ ' a Q~ ~ ~ ~ ~ - -t~_, a~ ~ ~ ~ -1. JURISDICTION: CITY'OF ARLOTTE ~ . a , ~ ~ ~ ~ i @ ~ - _ ~ a_. . DELETID BLVD ~
MPORARY ~ra~ 2. PARCEL RtlMBE :20312122 ~ ~ ,x. F=.` LINE 4.1 ~ - __,_C NSTRUCTION FENCING - DELETED ro:~ ...~w 9.w m
~ ~ ` ~ - i 4 s - - - 2 'FROM PAVER POLES°``=
3. PARCEL SIZE: 1.062 ACRES ~ ~ i - ~ - - _ LINES-z '-RISER JB`$-2 ~ JB 5-2 3S 0.0037. 30" RCP z y
4. DISTURBED ARE~:`""`"t:7~,~1C ES OF ~ ~ I ~ - LINES-I JB S.~ FES S-I ~ x - ~ ~ --EVE _ _ x FES 5.1 60 0.0036 30" RCP - - - - - ~
~I WHICH 0.174 ACRES IS IN TH - aU . - ~ L ~ E-BL - I >I TEXLAND BLVD RIGHT-OF-WAY ~ ' ~ _ - - - - - - - - o0
- Y ' . A-~I A ~ , E-~ UB-~I r R - - - - - - - ~o~~ - - ~
F X ST. PIPE - ~7~1 \ - END 0 E I ~ , ~ - 5. ZONING. 12 ~ - - - BURRIED/UNATTAINABLE ~ ; BENCHMARK
6. IMPERVIOUS AREA: 29 458 SF RELOCATE SI L APPROxIMATE a ~ t SE7 /5 - - - _ - F POLE AS NEEDED LocAr~oN _ . , ! RED ~ - _ - - x
INSTALL SIDEWALK 625.65 ~ - - - ~a . . i - - - - - - - - - - - - - - - - - ~ VICINITY MAP NOT TO SCALE
u. a .maxi YEa` "gym s w~ ..~~a -...z T~ I , ^ L 2.8.58' ~ ~ ~ 'FND MAG
h - ~ -+~..y DROP INLET _ _ 2r _ ~ .~g~ - TOP PIPE y _ ~ ~ a... f ~"'i r " ,
=620.35 - ' ' ~ EXIST CULVERT ' r e ~ a r INV. ELEV. - ~ . ~ _ "-w ' S66'22'51`E 217.31'.. ,~.~~.....a.,.,.~,a.~..,..~,..M~.~,,~~
i ~ . _ fF a ~ - ~ ~ ~ a _ .~..,..,.c.,., a 1 TIE-LINE ONLY
..«.e G..-. ..e~s~.-.e, ~ g , 623 ;
P ~ a FES 1-1 BENgiMARK "s J N ~ ~ CHLIARK ? - Er;~ s CONSTRUCTION SCHEDULE
's.~ ` ELEV. = 620 ^a, C ~ ~ 62 a.=629.sa ®AR ~ ~ ALL DISTURBED AREAS TO BE SEEDED ~2ssa ¢ ACCORDING TO SEEDING SCHEDULE
~ ~ ~ 624 E UNDERGROUN.' J~ Z a'~, •y ' , 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. (CMLDS 30.17A AND 30.178)
s iIELECOMMUN CA11DN.~ ? ~ ~ 5 1 I ~ ° VI OUT ELEV. T ° 4 2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
~ C`URB IN ET 1-2 iN56'5~' ~ 6185 ~a W E: ~ ~ 22"W E ~ ,x •~-a...,._~-~~~~~ k~~~. DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
G~' TE LEV. - 4~ 4 a ~ ~ . ~ ` .r r OUTLET FR~lui OIL AND LIMITS ~ DISTURBAN~ i ~ DISTURBANCE LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER t8 OF THE CITY CODE AND IS SUBJECT TO FINE.
r i 624:00 ~ E , : ~ GREASE SEPARATOR ~ ?I INV. V. _ ,m Fir ~ } ~ 6" PVC (DP18, C90D) ~ ~ `''r f-~s,:~ i~`~Y 3. INSTALL SILT FENCE, SEDIMENT TRAPS, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO
620.21.. ~ t / ~.~,a INSTALL THESE DEVICES. ,
y ' ~ ~ _ ? •u g°"' I 4. CALL FOR ON-SITE INSPECT10N BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
' ~ TOTAL AREA = 1.~'IS ACRES " ~ w w 3 ~ k 7 g ~ ~ ~ „ = r ~ ~ ~ ~ ~ AREA OUTSIDE OF DUKE GRUBBING MAY BEGIN. I
~ ~ ° ~ o~ _ ~ ~ = rn ~'DWER R/W - 0.872 ACRES , i 5. SEED BACK SIDE OF BERMS AND SEDIMENT TRAPS TO STABILIZE.
w '0 <.r, TAP 623.45 ~ , - _ ' ~ x ~ j T ~-1- n m, ~ ~ INV 619.07 ~ _ .5 BER ; , / ~ AREA INSIDE DUKE POWER R W i .-.r.~ _m' ~ ~ j 6. THE CONTRACTOR SHALL DILIGENTLY AND CONI1N000SLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
~,3 ~ _p a a~ ~ . / ~ _ _ _ _ ~ ~ - 0.746 ACRES = ,..N2. m W ~ a~ a s ~ ' ~ / ~ ~ r
Q 4 's~ ~ / ~ ~S pp ~ ~ ~ r ' ~ g ~Qep rr 627.50 ~ ~ 624A3 R I z G I EOP y IS CORNER i 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING
I € 624.31 ~ \ 'rll " ! 2 ~ ~ I i ~ EOP CORNER . f 62 @ 15I I I 7 s ~ i MATH EACH PHASE OF EROSION CONTROL MEASURES.
t t I i I ~ ~ I I ~ ~ eor~ ~ ~ 1 ~ 11 II { I 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
r x O 9. INSTALL STORM SEWER, CATCH BASINS, CULVERT AND CURB INLETS. PLACE EROSION CONTROL MEASURES AT INLETS TO KEEP
` F M _ ~s~ I I I I x w z' t W ~ , ~ (g • $ EXISL,SWALE ~ ~C ~ % I I I I ,4I Q ~ N m I3 SEDIMENT OUT OF STORM SEWER UNT1L SITE IS STABIUZED. R !
B 1 xZEOP ~ % ~ i t 7 I Z x N i i ~ r~~~~ ~ 'i ~ c~ I I - • n ~ ~ I a _ E 's ? 10. INSTALL TEMPORARY VEGETAl10N AS REQUIRED.
1`-IL ~ { I f a W x a
DETENTION s Via, ~ ~ I, I II.I 1 ~ B I I w m 2 POND BOTTOM s ? ,,4 ~W ~ ~ I~ I 'I, I - o • ~ - ~ r _ 11. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. ~ 3
ro ~ w~ O d t ELEV. 619.2 ~ ~ ~ ~ ° ~ Im ' I I° ° o: ~ 12. COMPLETE SITE CONSTRUCTION AND STABILIZE ANY REMAINING AREAS. LEAVE SKIMMER BASIN IN PLACE AS IT WILL BECOME A
BERM ELEV. 623.5 t ~ r ~ I PRIMAR OUTLE, ~ ` ° CLEAN OUT ELEVATION ~ ~ I f; a ORIFIG INV OUj 619.2 t ~ 62 ,o ; I ~ DETENTION POND.
MARKED AT 620.15 ~ ° ~ xl ~ ~EMER~ NCY SP~.LWAY lad I I ' E / / Ea ~ / z - s ~ t 13. REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES AND STABILIZE THOSE LOCATIONS.
I ~ g ~ WEIR= '.50 ~ ~ I I i ~ / ~ ~ i, r ~ ; SEE D TAIL ~ _ ~ ~ i l.~ ~ ~ 14. INSTALL RAIN GARDEN AFTER SITE IS STABILIZED.
~ e I FES 3 1 ~ ~ ~ ~ ' 6 =SHEET CDO6 _ ~ _ a.S~" ~ t ` U ~ 15. INSTALL DETENTION POND RISER AND FILL IN SPILLWAY. GRASS AREAS AS NEEDED AFTER INSTALLATION.
J ? j { 111V. LEV.- Cs19.2 623, ~ RAIN' GARDEN ~ ~ y ~ I 62 v ~ i ~ E> d o E \ ~ t , / BO,,TTOM ELEV. 622.5 Q
` ~ 624.55 ~ ~7' t ` ~ x € ~ / Vt~ATER AND WEIR ;ELEV. 623.5 P i %-EOP ~ ~aa < ii iii r? ~ k:J ~ _ ~ ~ s 16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
f i PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND I THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
I d ~g'~ x ~ S i~ 7 [ ` ii i ~ Dili t ( O'p t -
li i~ ~ii~ 2 r~ 6 .68 - t Q ' q
~ J I sz4 c~ ~ s
V ~ea~-. _,~~a~~u j EROSION CONTROL NOTES u,
~ ~ Z c € ~ ~ 1. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. 1
~ ~ ~s i 624 3 ' FND f~ uUVERT _ ~ ~ 624.76 ~ ' it f t i` % EoP -,~a~r ,..:mil; R®AR. , = 6ZH.7O
F ~ d t p = I N66'33'13'W ~ 336.22' _ __"_~..._MT. • _Mt• - ~ ~ 2. ON-SITE BURIAL `PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ~
I s ' ° f%~ o E t 7RANSMIS t ~ ~ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL
I ~ p s~ TawFR ~FES 3-2 O t~ ~ 'INV. ELEV. 621.5 ORDINANCE AND IS SUBJECT TO A FINE.
k ~ f ~ O: _ ~ P 1 ~ ~ ~ r 3~ _w 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY
~ ~ ~ ~ o. z ~ r,~~ t ` - s 3 Y Nf EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. v_ ~ n fir. ~..,~.~.,~R..~m.~.,~F°~~~-I 5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE FOR
""~`i ~ I` Y o_ i 7 ~ I 153' o o
~i i 3 U y i DUKE POWER . ':•a ~'s TEMPORARY CONSTRUCTION ' ADDITIONAL REQUIREMENTS. ~ I
? FENCE 20' FRQ~f LEGS OF co. R/w nw ` ~ ~'RANSMISSION 'POWER ` mvERr } I 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CITY
s C = 627.67 I ~ ENGINEERING DEPARTMENT.
t' ~ ~ LIMITS OF DISTURBANCE 3g `s 3 s 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FlLL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING [CMLDS
~ ~ MAINTAIN MIN 20' CLEARANCE ~ t ' X30.16]
' t FROM DUKE POWER TRANSMISSION N > i z
TOWER ~ O EXIST. DETENTION t t 3 W noN ~ 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
! j BENCH ARK I SET 4 BENCH ARK F:~~ 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION SET ~ ~ MEETING.
' 15. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY ~ W R B ; GENERAL NOTES (CITY OF CHARLOTTE LAND DEVELOPMENT REVIEW) M F E { OF CHARLOTTE ENGINEERING FOR APPROVAL. N EL= .62 I REB ~ ' EL= .62 I
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. ! " i
16. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE PROVIDED. ,.__.~..,~.a,_..,~...wn~. ..4~.~ -.~a~ , K>~.-~~
2. ALL ROAD IMPROVEMENTS AT TEXLAND BLVD. ARE TO BE COORDINATED WITH Tli~ CITY OF CHARLOTTE ENGINEERING bEPARTMENT PRIOR TO CONSTRUCTION. € 17. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE ARIGHT-OF-WAY
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05 (9" SIGNS ONLY). ENCROACHMENT AGREEMENT WITH THE (CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF MAINTENANCE PLAN
TRANSPORTATION) BEFORE INSTALLATION. a 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. ~ k 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
`j 18. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
5. DIRECT VEHICULAR ACCESS TD WESTINGHOUSE BLVD. IS PROHIBITED. ~ TO THE GUIDELINES OF THE 'OFF-SITE R ACQUISITION PROCESS'. THESE NEEDED R W AND CONSTRUCTION LIMITS ARE ~ ~ /
ASE AND OR APPLICA N OF A TACK COAT MAY BE RE UIRED CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. 6. IN ROWNG AND HILLY TERRAIN, SWEEPING OF THE STONE B / T~Q Q 2. ENSURE TEMPORARY SEDIMENT TRAP IS CLEARED ONCE SEDIMENT REACHES CLEANOUT MARK.
NEAR INTERSECTIONS. THESE. REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECT AND BASED ON FELD CONDITIONS. 19, THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO R® 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCES WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE
7, APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.'-WHEN FIELD CONDITIONS WARRANT IDENTIFY ANY CONFLICTS WITH 1RAFFlC SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.
OFF-SITE GRADING PERMISSION MUST BY OBTAINED FROM THE AFFECTED PROPERTY OWNERS. RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED ~~~tiy ' BY THE CONTRACTOR/DEVELOPER. 4. ALL SEEDED AREAS WILL BE FERTILIZED AND RESEEDED AS NECESSARY ACCORDING TO SPECIFlCATIONS IN THE VEGETATIVE PLAN
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.59 ON THE CURB. ~ 20. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER.
DISTURBED. EXCLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE NATURAL VEGETATION. 28. ALL DEVELOPMENT CREATII .OPMENT CREATING A TOTAL 20,000 SQUARE FEET OF
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY B~TM~, INSPECTOR. IMPERVIOUS AREA SINCE S AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM w
°~~••~•~.21. CLEAR AND GRUB AREAS TO BE FlLLED TO REMOVE TREES, VEGETATION, MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL DRAINAGE DETENTION. DETENTION. Q U
10. CURB AND GUTTER SHOWN ON PLANS ALONG TEXLAND BLVD. MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ,~~~'Tli-A,T,~WOULD AFFECT 1HE PLANTED STABILITY OF THE FILL. ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 29. TREES WITHIN THE STREET HIN THE STREET RIGHT OF WAY ARE PROTECTED BY to
22. PLACE FlLL IN LAYER'S°°N4T~T~Q.mEXCEED 6° IN THICKNESS AND COMPACT THE LAYERS AS REQUIRED TO REDUCE EROSION, LAW. A PERMIT IS REQUII 'ERMIT IS REQUIRED FROM THE CITY ARBORIST AT ~ 5753 PRIOR TO THE REMOVAL OF ANY RIGHT. OF WAY GRAPHIC SCALE
11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT SDE IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT SLIPPAGE, SETTLEMENT, OR OTHER`°RE~TED PROBLEMS. [phone] PRIOR TO ( ) r~ LL TREES OVER 8 DIAMETER AS MEASURED 4.5' ABOVE BEFORE YOU DIG
PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE TREES. ALL TREES OVER ALSO PROHIBITED. 23. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT AT ALL TIMES. GROUND AND WITHIN THE .ND WITHIN THE SETBACK ARE PROTECTED BY LAW. ~ 0 15 30 Bo lao w
24. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUC110N OPERATION TO RETAIN WATER INCREASE INFlLTRAl10N CONTACT LAND DEVELOPM LAND DEVELOPMENT AT [phone] FOR REQUIRED STEP o
12. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET ~ ~ PERMITS. RIGHT-OF-WAY MUST BE APPROVED BY THE CITYS INSPECTOR PRIOR TO ANY BACKFlLL BEING PLACED. BACKFlLL MATERIAL AND FACILITATE VEGETATION ESTABLISHMENT. a
MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET 25. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FlNAL GRADING IS COMPLETED ON EACH AREA. APPLY w
RIGHT-OF-WAY. TEMPORARY MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED FOR 15 WORKING DAYS OR CALL THE NC ONE-CALL (IN Z
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL 90 CALENDAR DAYS. , , CENTTER AT i inch = 30 t~ 3 ~ 1-800-632-4949. ~ z
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 26. FILL DIRT REQUIRED FOR SITE MUST COME FROM AN AREA REGULATED UNDER THE MINING ACT OF 1971 OR FROM AN AREA IT'S THE LAW. ~ ~ ~
WITH AN APPROVED EROSION CONTROL PLAN. 14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF _o r
CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE. 27. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING U11LITY POLES. ALL EXISTING FACILITIES WHICH CONFLICCT WITH O d- U O~ Z
THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. a t~ - 60 w
Z O
TEXLAND BLVD. +,f+tlfflfflff~~
~,.+`Q~H C~Rp'~~,, UNATTENDED FUEL STATION
_ _ ?~(IQ Arta ~ M
¦
ZLES PETROLEUM INC. GRADING AND STORM DRAINAGE PLAN
Y C 05-07-08 DUKE ENERGY COMMENTS 9~`~tiQtN~~Q~~ ~ W
-q P-m GOULDING momm J B 01-11-08 DWQ - ADDITION OF RAIN GARDEN
? A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 q OF 6 C Ln NNIINj11
DRAWN: TBM JOB NO. 1$022-001 SCALE: 1n=30' SHEET REV
i NO. DATE DESCRIPTION OF REVISION

r,.
gl
s
1,486 ~ ~
BP
~ e `j, : f ~L 4., CATCH BASIN ~ NSF ~ i Q ~ Q g
vr~„°s INVERT IN ~I ' i _ MARK P. JOHNSON~,_R,~,,~„~ ~
- 1 DB 13518 P~~'388 ' ~ ~ E PID# 20~J5201 a n ~ OROMpTON ST '
~ '3 a ~n~.,, T,,,.~ ZONEQ` °g„w ' ~ ~ s ; ~ y s ,~~~.n.~ r
• , ~ ,,z z ~ 1 € ~ , ~ 9 € 3 WESTINGHOUSE
, ~ ~ n~, ~ i _ a~. ~ t3~ ~.aM.,.. n BLVD s~~ r
s ~ . ~ ~ ~ ~ ~~d - ~ K ~ ~ .n.. 8 ~Y 4e u
~ .9~ e ...„vn.-. d a• i f ~,,..6 ~ .k ~,.,.y.~..~.~x~~..._~~...~~,..~.~~ ,.~~..~.~..~::~..~a...~~~.~,-.. ~ 51TE ~
~ ! A 7 a
3 M f ~ t z
~ s _ r TREE WES t ~ T~ x
a 1 ~ TING HOU~ PROTECTION SE ~ BLV SMALL MATUR~NG TREES SPACE AT P'. FENCING i ~ 4 ~ ~ ~ - o'o
a ~ , o ~0 MIN. ~ ARIA . BL C R ~~f E~ilR ~ UBLI - - - _ a2~
END OF EXIST. PIPE Y Y . a~ BURBLED UNATTAINABLE 8.00' PERIMETER . ~ I BENCHMARK ' EXISTING TREES WILL BE RETAINED.''°~ ~ °$6 .r a~
APPROXIMATE e PLANTING AREA sE7 #5 ~ LacanoN ~ ~ TREE PROTECTrON ' i REBAR d
w FENCING ~ ~D ,°d_ EL=625.85 ~ ' r +w' ter'. 4.., 1w , n d. ~ ,w F ~ a VICINITY MAP NOT TO SCALE
. _ _..n ~ 30 TYP , , y_,. . 1~~_
+ ~,aw_ _.a p DROP INLET L ~"""~..,w.,.,~,A r , I' ~ ° ; , , n r 3'z""rDi f 2 9.58' ~l-NNLAIN .,._w,,~. TOP PIPE ~ ~ _ ~ ~ ~-r,~-~ ~ DEWALK
~ r~.~.a» - =620.35 ° ~ ~ EXIST CULVERT ' - ° ~ - aw ,.,r = INV. ELEV. a T - - - _ ~ ° _ S66'22'51'E 217.x'„ ,
~ - , - - ~ •,„,618.65 0; - ° f _ x r, _.y . a.,.. .Ng TIE-LINE ONLY
..rvW. K~ ~yy N >~,r~~~ n ~ , , £
's SIG A ~ =w { ~ e _ ~ a i _ BENgiMARK ' PG ' CHMARK 7
~ ~ t ~ ~ O TYP ~ ~ o . ~ R®AR ! # ~ r,+, EL.=629.54 ®R =629.54 z
art n 7 . a UNDERGROUIT:i ~ # a f~ i,. r~ = 2 ~ q ( ~ ~ ~ ~ :F. r~w. ,
s £f~ELECOMMUN CATIONS ~ I ~ ~ ~ n ~ ~m~~, ~ °w. ; , t ~FND d d ' ~ ~ x
W ~ f; 8!. ses~zrw iCRWM k'°~ ..n_..a, $ ~
V 1 ~ jY I f ~ ~
~ : ° ti 1 ~ ~ _ CL ~ SMALL MATUR ~ TREES' ~ ~I $ ~ f FIRST. X REALTY LP a t ~ FEM CLASS "B" BUFFER (22.5' WIDE WITH FENCE) '`F,
? ° ~ ~ / PID#,,.20312122 _ ,~;T a4, r / ZONED I-2 µy -,,}a 1
I p ~4 ~ r ~ 1~X _r ~ _ I 1 _ _,a,.. , E s' i /'F ~ ~ /
F - ( ' ~ ~ ~ 8 ~ ~ ~ ~ I ~ ' d
fi ~ ~ , s ~ 23 SF SOD. ° ~ ~ LANDSCAPING LEGEND:
~•,s ~ o; ~ 1~-~ ~ / ~'i SOD TO BE OF Hl'BRYD BERMUDA' 1-i- ~ ~ - ~ ~F~ ~ E GRAS AND CENTIPEDE GRASS SMALL MATURING TREE -HEDGE MAPLE
~ . ~ , 3e. i Q ~ ~ ~ / ~ ~ ~ Is ~ ' ' 4 ~nt7 1 3
I I ~3, ~j 35x35 SIGHT TRI GLE ~ ~ ~ ~ ~ ~ ~ i ~ ~ t ~ ~ I E ~ I~ l ~ i ~ ICI ~ ~ ~ t { !
I I ~ 1 11 a i ~ ~ LARGE MATURING SHADE TREE -BLACK OAK
- I ~ J ~ X s
//yy~-~ ~ ~ ~ ~ EXIST. iSWALE 11 ~ ~ ~ m ~ ~ ~ EVERGREEN TREE -LOBLOLLY PINE
g, VHF\\ U\ ~ _ 1 N/F ~ , W
HILLCREST FOODS INC ' I " ? ~ II ~ ~ ;ROBERT LYLE D. FONG (~RUSTEE~ EXISTING MAPLE _ JANET M. GEE (TRUSTEE)
DB 9602 PG 498 ~ ~ ~ I~ I~ s ~ d 1 • t N PID# 20312115 ~ ! ~ ~~I ~ 6 I ~ i t~ r ~ ~ } DB 18477 PG 958
ZONED: I-2 I 3 ~ ~ ~ ~ ~ •x PID# 20312119 ' EXISTING ELM 'I z ZONED I-2 4
Ig' I R y„ ~ ~ PARCEL NUMBER: 20312122 i - ~
~x3 ~ ~ I $ ~ ~ ` ~ , ~ E i s ~ ~ PARCEL SIZE: 1.618 ACRES DISTURBED AREA: 1.62 ACRES
I ~ II~ ~ r i 1 ~ ~i9 ~ ~ f J ~ ~ I t ~ ~6 ~S / ~ ~ # ZONING: I-2
35 x35 SIGHT TRIANGL ~ ~ , : ~ , i 1' ~ ~ d ~ - ~ i m I IMPERVIOUS AREA: 29,458 SF I Q f ~ 'i
j~4 P ii/i ~•4' ~ f i ~ ~ ~ LANDSCAPING REQUIREMENTS:
t
~ ~ i.~ ! z ' ~ PERIMETER PLANTING (8' PLANTING STRIP AT STREET RIGHT-OF-WAY): I I I LINEAR FRONTAGE: 450 FEET
6' HIGH WOODEN PRIVACY FENCE BUILT ~ NUMBER OF REQUIRED TREES (30 FT. SPACING FOR SMALL MATURING TREES): 15 WITH PERMANENT~SUBSTANTIAL NUMBER SHOWN: 18 TOTAL -NINE SMALL MATURING TREES IN ADDITION TO THE TWO EXISTING MAPLES AND SEVEN EXISTING ELMS
~ I , ~ ~ r - a : MATERIALS AND I~I ACCORDANCE WITH ALONG WESTINGHOUSE BLVD.
e s I _W NC BUILDING CODE. ~ ?
~ ~ _t.--~_~ - w .'t r { ' I f ~ ) F tal yr I FND ~4 U~IVERT ~ ~ ~ ~ CLASS "B" BUFFER, 30' WIDE REQUIRED ALONG BUSINESS USE (RESTAURANI7.
~ ~ 4 I a I _ ~ M~,.d_~~_.~,,..~.~~_ I ~ a , 3 I r ; > i . _ °...,~._t ~ 1` REBAR ~ 62810 n,. ~ i APPROXIMATE LENGTH OF BUFFER IS 200', PLANI1NGS REQUIRED: _ fft y ,-~-~--~~--vim ~ 12 TREES (40% = 5 LARGE MATURING TREES AND 25% = 3 EVERGREEN TREES).
FND j ~ g k~ f ` ' r' N66'33'13"W `336.22' ~ _ RE~, € ' m.. t ~ A 6' HIGH WOODEN PLANK PRIVACY FENCE WILL BE UTILIZED IN THE BUFFER AREA. THIS WILL REDUCE THE BUFFER WIDTH TO
7RANSMISS~ON~TOWE # r' ~ F 22.5' AND ELIMINATE THE NEED FOR SHRUBS.
I I € R ~ :szV r: ~ pp ~ t ~ .s. ~ ~ t..r < N k .;~,~o INTERNAL TREE REQUIREMENTS: a ONE TREE PER 10,000 SQ.FT. OF IMPERVIOUS AREA. MINIMUM LANDSCAPE AREA AS A PERCENTAGE OF ENTIRE SITE IS 10% FOR
f ~ k,, ~ I F° ~ w,° a i ~ ~ ~
j: a i T f a z t NEW SITES. f ~ CALCULATIONS: IMPERVIOUS AREA=29,458 SQ.FT.
? ~ I ¢ "0 ~ w Q ~ r1 _,TM~ .~°a I 153' I o o s
~ ` ~ t DUKE PowER ° NSF ' ~.mr.~~ ~ LANDSCAPE AREA=8,571 SQ.FT.=29% OF IMPERVIOUS I ( TOTAL SITE AREA=70,450 SQ.FT.
p # s a co. R/w ~ HONGTAO HAN ~ ` DB 20639 PG 549 ~ t ~ &~S, i
f € I PID 20312125 INVERT ~ GENERAL NOTES -TREE PROTECTION: # = ev.a~ `°N}>'' INTERNAL TREE REQUIREMENT: IMPERVIOUS AREA/10,000=3 TREES
ZONED I-2 ~ r ~ ATTENTION CONTRACTOR/LANDSCAPER: IT IS THE RESPONSIBILITY OF THE CONTRACTOR/LANDSCAPER TO NOTIFY THE URBAN
1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND (VACANT) DISTURBING ACTIVITY ALLOWED IN THE TREE PROTEC110N ZONE. FORESTER OF ANY SITE CONFLICT THAT AFFECT TREE SPECIES OR LOCATION PRIOR TO PLANTING TREES. CALL 704-336-3599 OR l I THE URBAN FORESTER NAMED ON THE APPROVED PLAN FOR ANY CONFLICTS REGARDING 51GHT, SIGNS, OVERHEAD POWER LINES OR
M ~ OTHER UTILITIES.
2. IN SOME CASES, PERMITS MAY BE ISSUED TO ALLOW TEMPORARY (30 DAYS) ACCESS ACROSS THE TREE PROTECTION ZONE ~ O EXIST. DETENTION ~ioN I I 3
MULCH, 4" TO 6" DEEP, WILL BE REQUIRED TO ACT AS A CUSHION TO PREVENT SOIL COMPACTION. DO NOT STORE 3 z MATERIALS OR PARK MACHINERY IN THE PROTECTED ROOT ZONE. ~ , aRK RICH ARK ~ SET f5 ( ~
m SET /5 { ~ F REB REB E I EL=6 .62
3. TREES LOCATED WITHIN THE STREET RIGHT-OF-WAY AND THE TREE PROTECTION ZONE (BUILDING SETBACK WHERE PROPERTY N EL.=s s2 s
ABUTS THE PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED FROM DAMAGE OR REMOVAL PER THE CITY OF CHARLOTTE TREE ORDINACE (CHAPTER 21, CITY CODE). v
4. CITY URBAN FORESTY STAFF AND/OR THE CITY ARBORIST MUST APPROVE ANY PROPOSED CONSTRUCT10N OR GRADING ADJACENT TO TREES OR THEIR ROOT SYSTEM. THIS INCLUDES THE FOLLON7NG: STORM DRAINAGE, UNDERGROUND UTILITIES, _
D IVEWAYS SIDEWALKS ETC, UTILITIES MAY BE TUNNELED IN THE ROOT ZONE AT A 24" MINIMUM DEPTH IF PLANS HAVE R ,
BEEN APPROVED SHOWING THE LOCATION AND METHOD.
5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED
UNTIL FINAL INSPECTION.
6. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (IN CITY OF CHARLOTTE TREE ORDINANCE ~e
GUIDELINES, APPENDIX 3) OR LAND DEVELOPMENT STANDARDS MANUAL 40.02.
7. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL 704-336-6692 FOR INSPECTION OF TREE PROTECTION BARRICADES BY URBAN FORESTER.
8. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES GENERAL TREE NOTES: OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. W J
1. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST BE TREE Q U
9. NO FILL DIRT DEEPER THAN ONE INCH SHALL BE ALLOWED UNTER THE DRIP LJNE OF THE TREE. FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALI. N
< IN. IAMETER OR AS SMALL AS 2 IN. CALIPER MAY BE HAND-CLEARED ONLY CUT 2• ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFlWNG 10. BRUSH, VINES, AND SMALL TREES { 8 D ) , J J
FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 FEET {LEAVING AT LEAST 2/3 OF THE BRANCHES TO PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL GRAPHIC SCALE
IMPROVE VISIBILITY. 3. FOR NEW PLANTING AREAS REMOVE ALL PAVEMENT GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS• REMOVE COMPACTED SOIL 0 W
11. ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM. THE CUT SHALL BE MADE NO MORE THAN SIX INCHES BEHIND AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS ~o 0 15 ao so 720 ~ 0
THE BACK OF CURB AND TO A DEPTH OF TWO FEET BELOW THE SURFACE. ROOT PRUNING EQUIPMENT SHALL BE KEPT SHARP FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE). TO ENSURE THAT ROOTS ARE CUT CLEANLY AND ARE NOT BROKEN OR TORN BY DULL OR UNSUITABLE EQUIPMENT. ANY J a
EXPOSED ROOTS SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO AIR. 4. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBU110N OR TRANSMISSION LINES. IF w
TREES CONFLICT WTH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING. 12. PRUNING OF EXISTING TREES SHALL BE DONE ACCORDING TO THE LATEST EDITION OF NATIONAL ARBORIST ASSOCIATION (NAA) ( IN FEET) z 1 inch = 30 ft.
STANDARDS IN A MANNER THAT PRESERVES THE NATURAL CHARACTER OF THE CROWN. A PERMIT IS REQUIRED FOR PRUNING 5. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (SEWER ~ ~
TREES IN THE STREET RIGHT-OF-WAY AND THE TREE PROTECTION ZONE. AND STORM DRAINAGE, GAS, WATER PHONE, AND ELECTRICAL LINES.) z o~ o
13. ANY DAMAGE TO THE TREE STEM OR TREE ROOTS WILL REQUIRE CORRECTIVE ACTION PER THE URBAN FORESTY SPECIALIST 6. ATTEN110N LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING NEW o
AND/OR CITY ARBORIST. TREES. O~ U Z
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NOTES:
8' MAX. A5 WASHED STONE STEEL POST SrEEI POST STONE 1. A STABILIZED ENTRANCE PAD OF #5 WANED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION ATE ONTO A PUBLIC STREET. $
GENERAL NOTES: 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS aRIgNAL DIMENSIONS SILT FENCE 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. i FLTER FABRIC s w ~ 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND M SUCH ~ ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING MATH ADDITIONAL
WOVEN FLTER FABRIC M ~ m A MANNER THAT li WILL NOT ERODE. / STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. e
,I ~ 3. TFE STRUC'NRE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE o r ~y FlNANCIALLY RESPONSIBLE PARTY aR HIS AGENT AND REPAIRS MADE AS NECESSARY. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ~
A ~ 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT ~ A 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
EROSION AND WATER POLLUTION ARE MINIMIZID. 0 WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
I a ~ ANCHOR SKIRT B' MINIMUM 5. THE SmW1ENT TRAP SHALL BE REMOVED AND THE AREA STABIUZm WHEN THE APPROVED SEDIMENT BASIN SEE STD. NO. 30.118.
I DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. - STORAGE 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
6. SILT FENCE INSTALLA110N SHALL BE IN ACCORDANCE WITH S1D. N0. 30.06 AREA 7, IF HARDWARE CLOTH 15 USED, THEN INCREASE WASHED STONE TO 2D` MINIMUM HEIGHT. i
GENERAL NOTES:
STEEL POST 9. FlLTER FABRIC FENCE SHALL BE A MINIMUM OF 32` IN WIDTH AND ~ 100' MIN.
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH T2" STAY SPACING. \ PUBLIC STREET
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMNN z CATCH / \ FOR A PERIOD OF MORE THAN 3D DAYS. ~ FlLTER FABRIC BASIN EXISTING GROUND'
w 5 WASHED STONE I 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE °n ~ ° ~ I SOIL STABILIZATION FABRIC
SELF-FASTENER ANGLE STEEL TYPE ~ ~ ~ FlAW 4. TURN SILT FENCE UP SLOPE AT ENDS. ,°v PLAN VIEW UNDER ~5 WASHED STONE VIEW
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE m WHEN GRADING IS ADJACENT i0 SWIM BUFFERS, STREAMS OR WEMNDS 9LT FENCE 100' MIN.
(REFER TO SWIM BUFFER GUIDELINES). THE CDLOR ORANGE IS RESEVED FOR NSUAL IDENTIFlCATTON OF ENVIRONMENTALLY SENSITNE AREAS. IN LIEU OF BIAtYING SKRT, 6' OF
/5 WASHED STONE MAY BE USED 8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER t00FT OF FENCE. OVER H W
7. SLOPE LENGTHS CAN NOT EXCEED CRffERl4 SHOWN IN TABLE 6.62A MAINTENANCE NOTES: ~ B' M~ ~i WASHED STONE ~
NORTH CAROLINA EROSION AND SEDMENT CONTR01. PLANNING AWD DESIGN MANUN. 8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DfTCHES, WATERWAYS OR i. FLTER BARRIERS SHALL BE INSPECTED BY THE FlNANCWlY 12" MIN. Z ~
OTHER AREAS OF CONCENTRATED FLOW. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND Ai LEAST DAY DURING PROLANGED RAINFALL ~ U
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. INL6~~ /bl STO~NET ~ m
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRK)R TO THE END 3'-4~ OF THE EXPECTED USABLE LIFE AND THE BARRIER Si1LL IS NECESSARY, THE
FABLBC SHALL ~ REPLACED PROMPTLY. _ ~
3. SEDIMENT DEPOSfiS SHOULD BE REMOVED WHEN DEPOSnS REACH APPROX. HALF THE HFJGHr OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER 1HE Slli FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND STEDm. SECTION A-A 1-A
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE SILT F E N C E ~ CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS Y ~ N . LAND DEVELOPMENT STANDARDS
- ~ - INLET PROTECTION D. 0 ~ LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE D. .REV. 0
INCLUDES CHARLOTTE BTd 30.06A - INCLUDES CHARLOTTE ETJ 30.09 CHARIA~71S. DvCLUDBS C6ARLUTTE EfJ 30.11 A
0 0 0
GENTLE SLOPES STEEP SLOPES
TEMPORARY SEEDING FOR WARM AND COOL SEASON 100 Ibs/acre tall fescue
SEEDING 30 Ibs/acre Sericea lespedeza
80 Ibs/acre of tall fesue (unscarified after August 15) MIXTURE EARLY SUMMER SEASON STEEP SLOPES 'ES
10 Ibs/acre Kobe lespedeza
FALL: August 25 -October FALL: August 25 - October 15
Late winter. Febnaary 15 -April 15 Late winter: February 15 -April 15 SEEDING
40 Ibs/acre of German millet 120 Ibs/acre Rye (gram) (rain)
To extend s rin seedin into June, add To extend s rin seedin into June, add MIXTURE 80 Ibs acre of tall fesue 80 Ibs acre tall fesue SEEDING P 9 9 P 9 9 / / ue
15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled Bermudagrass DATES
Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded May 1 -August 15 October 25 -December 30 tuber 30
tall fescue is very effective. tall fescue is very effective.
30 -February 15,
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000 SEEDING Refertilize if growth is not fully adequate. Between December 30 - Februa of annual Kobe lespedeza.
Ibs acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 add 50 Ibs/acre of annual I AMENDMENTS / DATES
fertilizer. fertilizer. Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or el straw or equivalent
hydroseeding. hydroseeding.
NOTE 1 SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after acre 10- -1 I 'lizer per soil tests, or 2000
land disturbin activit is com leted or has tem ororil ceased. Ibs/acre Ilmestone and 750 Ibs/ 10 0 bs/acre Ilmestone and 750 Ibs, 9 Y P P Y AMENDMENTS antl 750 Ibs/acre 10-10-10
fertilizer. fertilizer.
NOTE 2
Graded slopes and fills--protective cover must be established on all graded slopes and fills within 21 calendar days after
a phase of grading is completed or has temporarily ceased.
NOT TO SCALE
• OF CHARLOTTE • CITY OF CHARLOTTE CITY
LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS USE
STD. No. REV. ~ . N0. REV.
a INCLUDES CHARLOTTE ETJ 30.17A ~ INCLUDES CHARLOTTE ETJ 30.176
o a
W
J Q U
N
J J
W
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F- F- O
J 4.
Z
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3 ~ ~
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+++++~HCaao••,, UNATTENDED FUEL STATION
P ,...N,,,, y, aF>~SS/~~. S~

]ONES & QUARLES P !LES PETROLEUM INC. A EROSION AND SEDIMENT CONTROL DETAILS
Y C 05-07-08 DUKE ENERGY COMMENTS
I Lw..-~ GOULDING z B 01-11-08 DWQ - ADDITION OF RAIN GARDEN 0 N+~~ Z
DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 g OF 16 C cn
? A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: NTS SHEET REV ~
NO. DATE DESCRIPTION OF REVISION

30" OUTLET BARREL FOR PERMANENT SEDIMENT POND
a
s a
s B s
RETRIEVAL
ROPE
a
5!(IMMER POROUS FLTER FABRIC BAFFLES e s
5' f s
PROTECT WEIR WITH FLTER
FABRIC AND RIP-RAP ° 1 WEIR 8 FlLL SLOPE
_ ti'
~ ~ FLTER FABRIC ? a ~
O 7 W ~ A.a ~ N COMPACTED BERM
F~N)SH GR,40 f SILT FENCE
NAT(1P,yL G (SEE NOTE 2)
SCREEN ACCESSIBLE TI VENT J ACCESSIBLE THROUGH DOOR ~UNO
16'x18.5'x1.T SEE DETAIL FOR TEMPORARY CONNECTION OF NOTE: 6" STONE APRON SKIMMER TO OUTLET BARREL SKIMMER IS TO BE A
(SIZED FOR EVENTUAL OUTFLOW SURFACE DEWATERING I
NO~FS: FROM RISER OUTLET BARREL) DEVICE SUCH AS BMP SKIMMER OR APPROVED - - BTU
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FlVE) ACRES. DEVICE.
DEPTH OD BE DESIGNED ~ G,p0~N0
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING TO TOWN SPECIFICAl10NS. BY ENGINEER (1' MIN)
FLEXIBLE JOINT FLOAT
(RADIATOR HOSE) FLOAT NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1~. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN. AN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED I IMER SUPPLIED BY USER. NOT TO SCALE
N.T.S.
• CITY OF CHARLOTTE
~ LAND DEVELOPMENT STANDARDS TEMP 0 R A R Y SILT D I T C H
INCLUDES CHARLOTPE ~Pd 30.05
0
SKIMMER DETAIL INLET ZONE
LINE WEIR WITH -R P N.T.S. RIP A INLET ZONE 25~ OF 35~ OF
SURFACE AREA SURFACE AREA
~ TOP OF DAM ~o _ ~~4 b
~a~'.O~S> ,.O~eJ .o. STEEL POST ~p~
EARTH BERM
o
DITCH AND BURY FlL1ER FABRIC EDGE INLET ZONE 259 OF
FILTER FABRIC WEIR LENGTH (MIN. 12" OF FABRIC) SURFACE AREA
18 FT.
BOTTOM ANCHORED WITH STAPLES
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A INLET ZONE 15% OF 5'
DE5IGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. SURFACE AREA
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE
LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION YNTH SEED?NG.
'HOG WIRE ATTACHED T POSTS WITH LENGTHS OF CHED T O SEDIMENT PIT IGTHS OF O
WIRE
JUTE NETTING
N.T.S. BAFFLE INSTALLA INSTALLATION -STEP 1
SKIMMER JUTE SUPPORTED WITH TOP WIRE
NON-COROSSIVE METAL BETWEEN STEEL POSTS
PLATE (OR OTHER PROPERLY
SIZED RCP PLUG) W/4" MALE I ADAPTOR FOR FLEXIBLE HOSE
I NOTES: CUT 6" SLITS IN THE FENCE
1. DRIVE STEEL FENCE POST SCREW TIGHT OUTLET TO FES 5-1 24" INTO SOLID GROUND. EL FENCE POST AT LEAST THER80TT M WIRE IN EVERYG PERSPECTIVE VIEW 50LID GROUND. OTHER SQUARE OF THE
EXPANSION
BANDS 2. WOOD POSTS ARE NOT AC .TS ARE NOT ACCEPTABLE. HOGWIRE AS SHOWN
3. USE STAPLES 1' APART T( .ES 1' APART TO ATTACH
FABRIC TO "HOG- WIRE". "HOG- WIRE". TOP OF SILT FENCE SHOULD
FLEXIBLE H05E FOR SKIMMER E S" BELOW BERM ITS AS PER APPROVED
DEWATERING DEVICE 4. BAFFLE SLITS AS PER APF PLAN.
5. 4' MAX BETWEEN P05TS. :fVYEEN P05TS.
FLOC 6. CLEAN OUT WHEN 1/2 FU i WHEN 1/2 FULL.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I 7. JUTE NERING OR SILT FEI 1NG OR SILT FENCE FABRIC Q
_ _ _ _ _ I I-III-I' ~-III-III-~ I I-) (I-~ ~ I-I I I I-) (I-I (~-I (~-I ((-f -____II-III III III I _ _ _ III II III II I _ - - - _ - - - - - CUT WITH APPROPRIATE SL APPROPRIATE SLITS MAY BE U
- - - - - - - - - - I ~ -1 I~ I I-1 I I~ I I-1 I -III-III-III- I I-III-III- USED AS POROUS BAFFEIu _ _ -III III I I II _ _ _ I-III III III III .II-III II III II -III-III-f I I-i I I-III-III-III-III-'III-III-III-III-III-III-III-III-III-III-III-III-"III-III-III-' 'OROUS BAFFELS. ~ J
8. THE FLOOR OF THE BASIN 2 OF THE BASIN IN THE j
OUTLET ZONE AND BERMS tNE AND BERMS SHOULD IMMEDIATELY AFTER THE o
8E SEEDED IMMEDIATELY A BASIN IS CONSTRUCTED. :ONSTRUCTED. w
0
POROUS BAFFLE INSTALLATION -STEP 2 a
z W
N.T.S. 3
a Z SKIMMER FILTER BASIN N o~ o
N.T.S. o =
U Z .Q
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TEXLAND BLVD. N
'''"iN~~tf`r UNATTENDED FUEL STATION .~'~~~~N ~aRO~~''+.
~ .
¦
ZLES PETROLEUM INC. EROSION AND SEDIMENT CONTROL DETAILS }
C 05-07-08 DUKE ENERGY COMMENTS GOULDING ti
Y 8 01-11-08 DWQ - ADDITION OF RAIN GARDEN
A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 g OF 16 C cn
DRAWN: TBM JOB NO. 16022-001 SCALE: NTS SHEET REV
NO. DATE DESCRIPTION OF REVISION n~

e
'fie" GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED ' ' ~ . ~ IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
1/2" RADIUS 2'_p° ~ y EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
1 2' RADIUS B" i'-0" 3' RADIUS / ' ' EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN s
' i/B' RADIUS 3" RADIUS ' ~ ~ • • • ; ' ADJACENT CURB. A SEALED 1 /2" EXPANSION JOINT WILL BE 4" " ~ a • p• ' + ` REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. ~
a. i
iv . a , 1/8" RADIUS dr ~ ~ . . 4: N . . ' ' ~ 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
: • : :w. • ~ ; • • . ~ • ~ • • CONTRACTION JOINT m ' ' e.. ' ~ ' • • p _ ; . a . ; • • ' ~ ~ ~ BACK OF CURB ' ~ •••~_e • ?p+.• 4~ ~ i~ y 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A s
•''a;, ro '•a ~ SEE STD. 10.178 GENERAL NOTES a' r + ~a n • " MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
2'-6'
STANDARD 2 -6 CURB AND GUTTER _ GROOVE JOINT IN SIDEWALK DISTRICT WILL BE DETERMINED BY THE CDOT. 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL
2'-6" CURB AND GUTTER 1 -6 STANDARD CURB AND GUTTER 1'-~ 1'-6" CURB AND GUTTER BE A MINIMUM OF 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
LIP OF GUTTER/EDGE OF PAVEMENT ' STREETS.
1/8" RADIUS 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
t~8" ~ 1~4" WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
6' 1'-6" 6' 1'-6' ~ ° '4 • . .v ' . e .
3' RADIUS 3' RADIUS w.
• •02 ~ ~ .03 Fr/Fr PLAN VIEW . d.
• N ~ a
" ! . e a ~ a 'a : : ~ • . 1/2" EXPANSION JOINT ' w
' .d •.e ,d• e • • :.d d ' NOTES:
JOINT FlLLER ~ -•~~-ice-- ~ o~
1. TRANSITION TO BE ALONG BACK OF CURB. i
TRANSVERSE EXPANSION • ~ ~'F' ~--PROPOSED CURB do GUTTER
2'-0" STANDARD CURB & GUTTER 2'-0" JOINT IN SIDEWALK
SLOPE FOR VARIABLE PROPOSED 4" CONCRETE SIDEWALK
SUPERELEVATION RATES DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CURB TRANSITION CITY OF CHARLOTTE CITY OF CHARLOTTE ~ N • CITY OF CHARLOTTE
ARDS LAND DEVELOPMENT STANDARDS 2 - 6 CURB AND GUTTER TO LAND DEVELOPMENT STAND G U TT CURB AN NDA A N0. R o ~ n TER TO ,REV. ~ LAND DEVELOPMENT STANDARDS C 0 N C R ET E S I D EWA M K S . N0.
~ 1o.17A ~ IN S CgARL TJ 1 -6 CURB AND GUTTER INCLUDES CHARLOTTE ETd CLUDE OTTE B UTTER 10.20 ®~ua~>s. ~rc~vnss c~tro~ ~rl 10.22
°
o
NOTE: 2x4 ROOF TRUSSES AT 16" WITH )RED 8'-6" 3/4" PLYWOOD ROOF DECK, 30
NOTES: TRUNCATED DOMES COLORED PER STD. N0. 10.358 LB ROOF FELT AND 25 YR
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT7 THAT CONNECTS TO AN IXISTING SIGNALIZED BACK OF WALK BACK OF WALK 4'-3"~ CONTINUOUS RATED SHINGLES.
INIT:RSEGTION, OR AT A LOCATION WHERE A TRAFFlC SIGNAL INSTALLATION IS PROPOSED BY CDOT BASED ON A TRAFFIC IMPACT/51GNAL WARRANT S1UDY, 4 RIDGE VENT
A FULL DEPTH ASPHALT PAVEMENT (2-1/2" 5-9.5 B/C AND 6" B-25.0 B/C IS BACK OF CUF BACK OF CURB 1
REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DRNEWAY EASEMENT .100-FOOT IXP. JOINT m MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A 1RAFFlC IXP. JOINT
SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY SIUEINALK m - ~ - m BASED ON A TRAFFIC STUDY OF CURRENT CONDI110NS.
USED CEPT AT EXISTING OR PROPOSED TRAFFlC SIGNAL 1'-6" CURB AND GUTTER + + + FACE OF CURB -FACE OF CURB -...I6 6" 2'~ VENTED OVERHANG
2. A CONCRETE GUTTER IS TO BE IX + + + + + + + + LOCATIONS. AT THESE LOCATIONS ADDRIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY (STANDARD N0. 10.17A) - - - A--? .-A PLANTING STRIP--~ FLOWLINE FRONT & REAR FLOwuNE 1 2" OSB CEILING W
TO EUMINATE THE NEED FOR GUTTER ACROSS THE DRNEWAY CONNECTIONS. 24' MIN. / / 2x4 STUD WALLS 24x24 ACCESS PANEL, AT 16" WITH
3. THE DRNEWAY MUSE RISE 6" FROM THE GUTTER UNE TO PREVENT RUNOFF FROM ENTERING DRNEWAY. VARIES -MINIMUM ENTRANCE FOR 2 UWES R-19 INSULATION AND 36"x80"
OF TRAFFC IS 26' FACE TO 6'-0" 4'-0' 6'-0" 4, ALL DRNEWAYS MUST MEET THE CURRENT CITY DRNEWAY REGULATIONS AND NCDOT REQUIREMENTS FACE OF CURB. CONTINUE JOINT AT GUTTER UP PAINTED WHITE ~ R-11 FlBERGLASS PRE-HUNG 30" -GUTTER LIP ~ Z INSULATION, 3/4 SOL1D CORE
FOR SPACING, SIGHt DISTANCE, AND OFFSETS FROM PROPERTY ONES AND INTERSECTIONS. BACK OF CURB FRONT Of WALK OF WALK ~ w ~ T-11 EXTERIOR " STEEL DOOR NON-LOCKING
5. TWO (2) ACCESSIBLE RAMPS PER CURB RETURN REQUIRED AT SIGNALIZED INTERSECTIONS. ~ " TRANSmoN FROM 2'-s" CURB PLAN VIEW-PARALLEL RAMP o: SIDING, AND 1/2 W STEEL LEVER STYLE SLOPE "A" 12:1 6' / DOOR SET OSB INTERIOR CASING
SLOPE "B" 1~4"AFT " PANELING -DOOR TO ~ FOR PADLOCK
* FOUR 4 FOOT GUTTER AND WINGS WILL NOT BE REQUIRED TO DIRECT WATER ACROSS TO 1' ~ 6' CURB AND GUTTER IN RNEWAY GUTTER SLOPE IS GREATER THAN 2~. 20 0 PER 5TANDARD N0. 10.20 WITH PLANTING STRIP DRNE IF THE D CK OF WALK 3/4 MOISTURE PROOF SWING OUT-
1/2" IXPANSKIN JOINT (TYPICAL END OF EACH RADIUS) SLOPE "D" 3~8"AFT TREATED OSB FLOOR PAINTED WHITE
RIGHT OF WAY FRONT OF WALK )NT OF WALK
26' MIN. SIDEWALK m IXp. JOINT BACK Of CURB 6'x10'x6" CONCRETE PAD ACK Of CURB
ACCESSIBLE RAMP -STANDARD EXP. JOINT D B D m FACE OF CURB 4'-0" N0. 10.31A OR 10,32A (TYPICAL GROOVE JOINT PER STANDARD ' + ~y i/ ' ACE OF CURB a FINISH GRADE a
1" EACH SIDE) N0. 10.178. PLANTING STRIP---+ + FLOWLINE LOWLINE 6x6 TREATED TIMBER SKIDS
w + + + + + + Q a v v v + v v+ v AT 22 1/2" CENTERS 10'-~-
~ 2'-fi" CURB AND GUTTER + + + • . ~ •e • p 4' CONCRETE GUTTER ~ (STANDARD N0. t0,t7A) + + ENCLOSE BOTH ENDS WITH
• ` ! • ' : 5' MIN. A'~ rA ( ) GUTTER LIP SIDE VIEW 6x6 TREATED UMBER FRONT VIEW -GLRTER LIP
r-?-A
SECTION A-A GROOVE JOINT
L~ CONTINUE JOINT AT g'_ . NOT
A BACK OF CURB 0 4'-0° 6 TRUNCATED DOMES COLORED CONSTRUCTION JOINT OIMEN URB PER STD. N0. 10.358 x)MES COLORED io.358 ~ X25"~ 8.
OR GROOVE JOINT 510NS AT BACK OF C
TRANSfIION FROM 7" DEPTH AT LIP ? CONSTRUCTION JOINT TO 10" DEPTH AT 4' CONCRETE GUTTER
CONSTRUCTION JOINT PLAN VIEW-DIAGONAL RAMP WITH PLANTING STRIP
PLAN NOT TO SCALE
NOT TO SCALE
• CITY of CHARLOTTE CITY of CHARLOTTE ACCESSIBLE RAMP STANDARD WI1 ARD WITH FRAMED OPENING WI
LAND DEVELOPMENT STANDARDS D. NO. R . LAND DEVELOPMENT STANDARDS „ REMOVEABLE PLYW00
PLANTING STRIP 2 -6 CURB AND G . No. EV PANEL AND GUTTER 1o.31A
~ .INCLUDES CHARLOTTE ETd 10.2 8 INCLUDES CHARLOTTE ETJ ANCHOR STRAP
W/ ANCHOR BOLT
0 0 & CARRIAGE BOLT
(TYP 6 PLACES)
Q .
REAR VIEW SIDE VIEW
w J
Q U
NOTES CONSTRUCTION TYPE: 5B ~
USE GROUP: U ~ 1. PAINT EXTERIOR OF SHED GRAY w
2. PAINT INTERIOR OF SHED WHITE w
3. PROVIDE 48" SHOP LIGHT ON SHED CEILING W/ WALL SWITCH ~ 4. PROVIDE FOUR (4) 115/120V WALL RECEPTACLES ~
5. SHED RESTS ON 7 TIMBER SKIDS (6" WIDE BY 96" LONG) o_
BEARING AREA = (7){.5)(8) = 28 SF SHED DETAIL
BUILDING LOAD = (8)(B}(40) = 2560 LB BEARING LOAD = (560 / 28 = 91 LB/SF ~ 3
SMALL LOAD N . T. S. ~
6 SHED TO BE MANUFACTERED OFF SITE AND DELIVERED TO SITE a Z 7 ROOF SUPPORTS 30 PSF SNOW LOAD a ~ ~
8 TIE DOWNS SUPPORT 90 MPH GUST v a =
U Of Z
Q~ ~a W
Z O
TEXLAND BLVD. ~4~~i»~~tyr
,.+•~Q.~N caRO~,,, UNATTENDED FUEL STATION
? ~~•?•n•h ~i
¦
RLES PETROLEUM INC. SITE DETAILS
C 05-07-08 DUKE ENERGY COMMENTS GOULDING
B 01-11-08 DWQ - ADDITION OF RAIN GARDEN
J J A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS p0~~++~ DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 cn 10 OF 16 C
z DRAWN: TBM JOB No. 16022-001 SCALE: NTS SHEET REV
n NO. DATE DESCRIP11ON OF REVISION

x
OWS STANDARD INTERNALS CLIP/TAB (WITH SS " WIRE TO HOLD PARALLEL PLATE PACK} A - L. SIDE PLATE
B - R. SIDE PLATE CUT OUT PATTERN (64" 0 x 10 GA BLANK} ~
S1' a ~ EFFLUENT SIDE CLIPS WELDED TO PRIMARY TANK SHELL C -BAFFLE PLATE ~ FOR STAINLESS WIRE TO HOLD BACK OF BRENTWOOD D - "RAIL" PLATES (10 PPM PACK)
18' 18' 3' INDUSTRIES ACCUPAC PARALLEL PLATE PACK "BLOCKS" a
~ SIDE PLATES INSTALLED IN FRONT Of PARALLEL PLATE ~
PACK AND BEHIND INFLUENT SIDE CLIPS (SCREWED TO i, o
CLIPS WITH STAINLESS STEEL SELF TAPPING SCREWS) - C lV
o BA 6" BAFFLE PLATE OWS STANDARD INTERNALS i i " i i
0 ~ CLIP/TAB iii 12 ~ ~ ~ iiii ~
BAFFLE PLC SIDE PLATE BAFFLE PLATE SCREWED TO 10 GA SIDE PLATE i i i i i i i i i i i i i i i i i i SIDE PLATES WITH STAINLESS ~ ~ ~ ~ ~ ~ D ~ ~ ~ ~ ~ ~ D ~ ~ ~ ~ ~ ~
STEEL SEIf STEEL SELF TAPPING
SCREWS FASCIA SHALL BE ~ SCREWS iiiiiii iiiiii s iiiiiiii
WHITE w
~ 20"H x 109"L ~ NON-ILLUMINATED
0° BLUE VINYL DECAL a
z w iiiiiii iiiiii iiiiiiii 2"
WIRE ~ iiiiiii iiiiii iiiiiii
a
0 iii iiiiii iiiii
o COLUMNS SHALL BE z WHITE \ iiiii iiiii
0 iiiii
a BAFFLE PLATE A ~ ~ ~ ~ ~ B N iiiii iiiii
w a \ iiiii
\ ~ 12"
w J
m 10"
iv 4" PVC-FNPT ADAPTER
2" PVC-FNPT ADAPTER \ (V
STEEL ISLAND FORMS & END BUMPER SHALL BE BLACK
~ w R32"
w w o:
ro ALL JOINTS BETWEEN PLATES AND SHELL AND ALL SCREW/BOLT LOCATIONS TO HAVE HEAVY DUTY WATERPROOF CHEMICAL
RESISTANT CAULKING LIBERALLY APPLIED
N
2" PVC-MNPT M ADAPTER
PARALLEL PLATE PACK PRIMARY COALESCER ASSEMBLY DETAILS
2" FNPT COUPLING " 4 FNPT COUPLING G N.T.S.
N.T.S. 4" PVC-MNPT ADAPTER
s W N A - 2 1/2" FNPT FITTTNG W/ 2 1/2" x 2" DI-ELECTRIC BUSHING (VENT) ~
4" PVC PIPE B - 5" FNPT FITTING W/ 5" x 4" DI-ELECTRIC BUSHING (SLUDGE PUMP OUT) ~ r
r "
J
24' gz ~ ~z w~ ~ J~ ~Z 0 0 Q
7'-5 1 /2" 109" via z3 z~ ao
)IL ao z~ B z~ z o ~ ~ Q ~ w 24" MANWAY WITH 36" TOTAL HEIGHT ~ ~ ~ ¢ ~ w ~ A ° EXTENSION
a IJi° J mW J° J 8" ZW
i~ 0 M Q ~ ww OW 4.. m~
N.T.S. tpv J d W d'v J
U Nv
~ ~
20" NON-ILLUMINATED BLUE ALUMINUM SHEET FASCIA MATERIAL 2" PVC CLEANOUT M M \
VINYL DECAL -TYP 4 SIDES- Y4~ WHITE FINISH ADAPTER (VENT) 18" 18" ~
DOWNSPOUT FOR 6" PVC PIPE CANOPY ROOF DISPENSER - 6" x 2" PVC-PVC REDUCER -1- M
T 60" 6" 6" 36" 24" 20 1/2" 14 1/2"
STAINLESS STEEL CANOPY LIGHT ENCLOSURE STEEL WITH WITH CLEAR FNISH BRONZE FINISH & FLUSH NONGLARE LENS TYP 2" PVC CLEANOUT PVC CLEANOUT ~ 2 1/2"
fi" PVC TEE 6" PVC 150 " ADAPTER (VENT) APTER (VENT) c~
CARD READER # 6 PVC PIPE FLANGE 3
= STEEL WITH WHITE 6" x 2" PVC-PVC ANCHOR BOLTS PER FNISH x 2" PVC-PVC REDUCER w ~ w w = °
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MANUFACTURER 48" STEEL COLUMN WITH BLACK FNISH " 6" PVC TEE 6 PVC PIPE 6 PVC 150 FLANGE PVC TEE of a w N z o
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6" PVC-MNPT ADAPTER 6" FNPT STEEL BUMPER W/ FULL COUPLING ~rNa a ~m 64 DIA. ~ ° W z~ ~w xY ~ o
CONCRETE - 6" FNPT STEEL MONOLITHIC " WELDED IN TANK FULL COUPLJNG xao U N7
W FOOTER 18 DIAMETER x 30 DEEP CONCRETE WELDED IN TANK 6" PVC-MN / FOOTER FOR HIGH HOSE RETRIEVER - - 6" PVC-MNPT N v~ N v N to
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" 18 a QU - Q ~ Q (Vav ~d Qa.
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GRADE r°r ~wm ~ •'0 12" INFLUENT END VIEW (PARTIAL SECTION
. ~ 6" PVC PIPE PVC PIPE 44" VIEW OF PARALLEL PLATE PACK
" TANK PRIMARY COALESCING MEDIA
° HEAD TANK ' s a 6" CORRUGATED PVC "DRAIN" HEAD 1`~" BULKHEAD)
PIPE FORMED INTO PATENTED • SPIRAL COIL ATTACHED TO PVC
13" STEEL ISLAND ~ ° • v . PIPE STUB IN INFLUENT 'e .
d FORM FILL W ° ~ COUPLING WITH 8" SS HOSE
° ° a • a• CONCRETE) STYLE PIPE CLAMPS • ~ ° 2"x2"xt/4" ANGLE, 12" TOLERANCE LIMITS QUANTITY: ONE (1) REQUIRED
• ' • . ° ~ • ° a • • • ' c°o LONG WELDED TO INSIDE 6" PVC PIPE TO - , ; 4 • . MATERIAL: CARBON STEEL (ASTM A 36, ASTM A 635 OR ASTTd A 569)
a ' • ~ STORM DRAIN •d • :d ' OF TANK HEAD TO FORM UNDERWRITERS LABORATORIES ALLOWS A +5% MATERIAL THICKNESS: SHELL AND HEADS: 10 GA INTERNAL BAFFLES: 10 GA TOLERANCE ON THE CAPACITY OF STORAGE
' d SYSTEM -TYP- FLOW DIVERTER ~ ° TANKS BEARING THE UL-58 LABEL. CONSTRUCTION IN ACCORDANCE WITH UNDERWRITERS LABORATORIES UL-58 STANDARD FOR
GI 6" CLAMP " • GI 6 CLAMP GI 6" CLAMP THE CAPACITY OF THIS TANK CAN BE NO LESS STEEL UNDERGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS AND IN ACCORDANCE Q
6" WITH STEEL TANK INS1TTUlE ACT-100 SPECIFlCAl10N fOR EXTERNAL CORROSION PROTECTION tvn THAN 2,000 GALLONS AND WILL BE NO OF UNDERGROUND STEEL STORAGE TANKS LABELING/MARKING: UNDERWRITERS LABORATORIES ~
72" SQUARE---~I CONCRETE ~5 REBAR ®9" GREATER 1T-lAN 2,100 GALLONS. UL-58 /STEEL TANK INSTITUTE ACT-100 / G.I. NAMEPLATE ~
FOOTER -TYP- CENTERS -TYP- w THEREFORE THE TANK LENGTH IS ALLOWED TO SURFACE PREPARATION AND PAINTING/COATING INFORMATION: INTERIOR SURFACES: NONE o
2° x 2" x 1/4" THICK STEEL STANDARD
3'-0" 12'-6" ' - 3'-O" OWS CLIP FOR INTERNALS (WELDED TO 2" x 2" x 1 /4" THICK STEE INSIDE ~ TANK SHELL OW5 CLIP FOR INTERNALS /4" THICK STEEL STANDARD BE BETWEEN 143 5/8 AND 150 3/4 INCHES. ~ WEIGHT: 2,700 Ib t 10% IXTERIOR SURFACES: SSPC-SP-6 COMMERCIAL BLAST CLEAN 100 MILS FlBERGLASS OR INTERNALS (WELDED TO o
18'-6" INSIDE OF TANK HEAD) TANK HEAD) RFlFORCED POLYESTER COATING aJ.
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~EMBLY DETAIL ~ ~
N.T.S. N.T.S. S. 2,000 GALLON ACT-100 f 200 GPM 15 PPM OIL WATER SEPARATO~ o
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GOULDING B 01-11-08 DWQ - ADDITION OF RAIN GARDEN g 0 • z
DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 11 OF 16 C `n
A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: NTS SHEET REV ~
Z - NO. DA DESCRIPTION OF REVISION n L DATE

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1" THREADED NOZZLE w~ ~DED NOZZLE w/1" BREAKER ~
HEAVY DUTY VACUUM BREAKER n
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2" FINAL ASPHALT SURFACE COURSE g N
TYPE I-2 PLACED IN TWO LAYERS b
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~ ~ ~ ~ PVC OR FIBERGLASS VALVE BOX W/CAST IRON C C COVER MIN. DIM. 10 3 4"Wx 16"L TOP 13 1 4"x
( / ~ / _ _ _ _ 18 1/2" AT BOT. x 12"DEEP) EQUAL TO "AMETEK,
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DETAIL
N.T.S.
60' R/W
RW R
10'-0"
t19' EXIST LANE WIDTH t19' EXIST LANE WIDTH 2'-6" 4'-0" g'-0"
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TEXLAND BLVD. CROSS SECTION
PROP. 2'-6" -PROP. 5' N.T.S. CURB AND CONCRETE
TACK COAT Sl GUTTER SIDEWALK
(SEE SECTION 1.E.4) SURFACE COURSE (TWO LANE SECTION E.4) 2.5" BITUMINOUS CONCRETE SURFACE OURSE, TYPE S9.56
TO BE PLACED IN TWO 1.25" LIFTS EACH EXIST. PAVEMENT.
IN' INTERMEDIATE COURSE DISTANCE FROM CENTERLINE TO FACE OF CURB TO BE
2.25" BITUMINOUS CONCRETE INTERMEDIATE COURSE, MIN 20'.
TYPE 119.08 CONRACTOR TO ADD PAVEMENT AS NEEDED. SEE
o BI BASE COURSE PAVEMENT SECTION TO LEFT.
0 0 1 o ~ 0 10" COMPACTED AGGREGATE BASE COURSE OR 5" BITUMINOUS CONCRETE BASE COURSE,
0 0 ~ o TYPE 625.06
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?LES PETROLEUM INC. SITE DETAILS
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GOULDING Y B 01-11-08 DWQ - ADDITION OF RAIN GARDEN see'
A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS ++++CN{~~~,, DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 12 OF 16 C N
z DRAWN: TBM JOB NO. 16022-001 SCALE: NTS SHEET REV
n L NO. DATE DESCRIPTION OF REVISION

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ALTERNATE WALL 1 TABLE OF DIMEN5KINS Elm OF FIARm SC110N CONFlGURATION D T A e C E 4 E OF DIMEN510NS NOTES• ~ C E L H:V WT. 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
12" 2-1/4° 4" 2'-0" 4'-1' 2'-0" D" 4'-1' 2'-0" 6'-1' 3:1 730 a
-1- 15" 2-1/4" 6" 2'-3" 3'-10' 2'-0" NOTES• 18" 2-1/2° 9" 2'-3" 3'-10" 3'-0" 3" 3'-10" 2'-0" 6'-1' 3:1 730 OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FlLL ~
i. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND Oq'TH OF APRON w 24" 3" 10" 3'-8" 2'-6' 4'-0" 3" 3'-10" 3'-0" 6'-1" 3;1 1190 MATERIAL. BACKFlLUNG OF TRENCHES SHALL BE ACCOMPLISHED 6" 2'-6' 4'-0" 6'-2' 3:1 1770 IMMEDIATELY AFTER THE PIPE IS LAID. THE FlLL AROUND THE
TO BE DESK;Nq] BY THE ENGINEER. ~ - ~ - 30" 3-1/2° 1'-0' 4'-6" 1'-B" 5'-O" 6" 1'-8" 5'-0" 6'-2' 3:1 2380 PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6".
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR 36" 4 1'-3" 5 -3" 2 -11 6 -0 3" 2'-11' 6'-0" 8'-2" 3:1 5320 UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
RIPRAP APRON DESIGN STANDARDS. 42" 4-1/2° 1'-9" 5'-3" 2'-11' 6'-6" 3" 2'-11' 6'-6" $'-2' 3:1 5920 ~ TO RISE IN UNBACKFlLLED TRENCHES AFTER THE PIPE HAS BEEN
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END ~ 48" 5" 2'-0' 6'-O" 2'-2" 7'-0" OF THE PIPE OR CULVERT AT THE DSCHARGE OUTLET AT A MAXIMUM SLOPE OF D" 2'-2" 7'-0" 8'-2' 3:1 7470 PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY 6" 2'-10' 7'-6" 8'-4' 3:1 8810 THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR 54" 5-1/2" 2'-3" 5'-6" 2'-10' 7'-6" CULVERT HEIGHT. ? B B 60" 6" 2'-6" 5'-0" 3'-3" 8'-O" D" 3'-3' 8'-0" 8'-3' 3:1 11180 OF BACKFlLL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED Y
OF THE APRON TO THE b 3 C B I-} 66" 6-1/2° 3'-0' 6'-0" 2'-3" 8'-6" 4. THERE SHALL BE NO OVERFLOW FROM THE END D" 2'-3" 8'-6" 8'-3' 3:1 12530 INTO PLACE.
SURFACE OF THE RECEMNG CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED L ° LENGTH 72" 7' 3'-0' 6'-6" i'-9' 9'-0" SHALL BE UNDERCUT 50 THAT THE INVERT Of THE APRON SHALL BE AT THE 6" i'-9' 9'-0" 8'-3" 3:1 13980 2, ALL BACKFlLL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.
SAME GRADE (FLUSH) WITH THE SURFACE ~ THE RECEMNG CHANNEL THE PLAN APRON SHALL HAVE A CUTOFF OR TOE WALL AT 1HE DONMSTREAM END. 3. STANDARD PROCTOR. THE FlNAL 2' BELOW FlNISHED GRADE SHALL BE 100%.
w~ 5. THE WIDTH OF THE END OF THE APRON SHALL ~ EQUAL TO THE BOTTOM ENp OF APRON 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
WIDTH OF THE RECgVING CHANNEL. MAXIMUM TAPER TO RECEMNG CHANNEL 5:1 p~ GENERAL NOTES: 5. BACKFlLL MATERIAL BENEATH ROADWAY SHAU_ BE SELECT BACKFlLL MATERIAL.
6. ALL SUBGRAOE FOR STRUCTURE TO BE COMPACTED TO 95X OR GREATER. N'V SAO 1. SEE FORMER NCDOT STANDARD 310.01 ANDARD 310.01 FOR DETAILS.
7. THE PLACING OF FlLL, EffHER L005E OR COMPACTq) IN THE RECEMNG Pf CONFORM TO THE REQUIREMENTS
CHANNq. SHALL NOT BE ALLOWED. o ~0 2. REINFORCEMENT SHALL CONFORM TO TH 8. NO BENDS OR CURVES IN THE HORIZONTAL AIJGNMENT OF THE APRON a x SLOPE a OF REINFORCED CONCRETE PIPE OF LIKE ETE PIPE OF LIKE DIAMENTER PER
WILL BE PERMITTED. AASHTO M170, TABLE 2, WALL B. WALL B. ~.g
~ } a 3. ALL CONCRETE TO BE 4000 P.S.I COMPF 9. FlLTER FABRIC SHALL BE INSfALLm ON COMPACTED SUBGRADE PRIOR TO 1'000 P.S.I COMPRESSIVE STRENGTH.
PIACEAIENT OF RIP RAP, ~ _ 1'_6" 4. PROVIDE TONGUE OR SPIGOT JOINT AT IP 'IGOT JOINT AT INLET END SECTION.
10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNq_ ~ _B. FS.TER FAWaC tAP SECTION QP r>EEOEO) 5. PROVIDE GROOVE OR BELL JOINT AT OU 'ELL JOINT AT OUTLET END SECTION. a ~
MUST BE STABILIZE4. ELEVATION SEE STD. 20.23 AND 20.24 USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR ~ 6. THE DIMENSIONS FOR END SECTIONS SH .ND SECTIONS SHAU_ SUBSTANTIALLY AGREE OUTSIDE DIAMETER
CHA(N.OTTE MECKLENBURC STORM WATER bESGN MANUAL FOR DESIGN DATA. WITH THE TABLE. MINOR VARIATIONS WILL f VARIATIONS WILL BE PERMITTED BASED
aITLET La wt w2 +T H ~ ~ ON THE MANUFACTURER'S STANDARD FOf NAmwi r~AOE 7. NOT TO BE USED IN NCDOT MAINTAINED ''S STANDARD FORMS AND TEMPLATES.
CDOT MAINTAINED RIGHT OF WAY.
? 0 RP RAP vA~a
I • ~~:ti1 I H ~4 (1s' MCI)
¦ 'e: r (iFIICId1ESS) i. _ 4' 4"
~i~ E ~i I~ PIPE SHALL BE PLACED
NOTE: urER aP P~.mt FABRIC ON SUITABLE MATERIAL
YNNIAI H"2/7 pPE p4WETEA - • d5o ry fi.os akb •NC SEDIMENT AND EROSWN CONTROL MANUAL' SECTION B-B
dmox = 1.5 x aso END VIEW T = 1.5 X dmax. NOT TO SCALE NOT TO SCALE
~ C ~ CITY OF CHARLOTTE CITY OF HARLOTTE RIPRAP APRON AT PIPE OUTFACES
FLARED END SECTION LAND DEVELOPMENT STANDARDS R LAND DEVELOPMENT STANDARDS „ o N crrY of cHARLOTTE TRENCH D ETAI L LAND DEVELOPMENT STANDARDS N. R
OTHER THAN AT SWIM 12 THRU 72 PIPE
~iCI,UDBS CHAR1,OTfB ETd 20.23 CHARIp17E. INCI,UDgS Cg9RLOTTE ETJ E 2o.23A cam. ~clunBS c~ro~ ~rJ FOR STORM DRAIN 20 2~
a
0 0
PAVEMENT
SLOPE
' US FOUNDRY 4123 FRAME ZY 4123 FRAME AND 6179 GRATE GENERAL NOTES:
CONCRETE COVER 24" X 24" YARD X 24" YARD INLETS 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
W/MANHOLE ACCESS 2. THE FlLL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION A5 WELL AS OVERSIZED STONES, ROCKS,
G , RIMELE RIM ELEVATION ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FlLL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
_ ° ~ - .I I • • • I-III-I. 3. SEDIMENT SHAH BE REMOVED AND TRAP RESTORED TO RS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
3 FT. RECTANGULAR WEIR PAVING 3 FT. RECTANGULAR WEIR a ~ I-III=11. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
- - =I = . II II 4. THE TRAP SHAU_ BE INSPECTED AFTER EACH RNN AND REPAIRS MADE AS NECESSARY.
_ = a~ • . III DRAINAGE PIPE _ - a 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUt IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
SEE GRADING PLAN FOR I I=1 d I ~I I - 20.0 IN. ORIFICE - .a• SIZE & LAYOUT - ~ ~ d 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFlED BY REGISTERED GEOTECHICAL ENGINEER.
_ II- II III. VARIES 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
~ ~ -1 I ~ ~ I I-1 I -1 I VARIES 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATNE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM
~ \ / ~ ~ 30 IN OUTLET PIPE ~ ~ - ~ STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FlLTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN
~ - 2 -0 SO. MIN. OR - ~ ~ -11 16 • " ~ I I-11 ~ - LARGEST PIPE +8 DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED STORAGE 15 1800 CUBIC FEET OF STORAGE PER ACRE OF DRANAGE AREA.
~ 11 19.0 IN. ORIFICE ' I I I - 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
~ i .-1 I I a~ = 11-1 ~ - a 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
~ ~ -III- ~ a ~ - ~ ~ . a 4 INVERT INVERT ELEVATION BAFFLES SHALL BE INSTALLED IN All BASINS.
.I- ~ a 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
~ ~ III SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. 13. SAFELY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS:
_II I~IIr _ PRECAST KNOCKOUT BASIN _ _ - _ - - - - _ -III-I I I_I I I- I I_I I I-11I~ I ~I 11-111- 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
4000 PSI CONCRETE - - _ _ - _ _ _ -1 ~ ~ H-2o LOADING I I-1 I I-1 I I-III-1 I I-1 I I-I I ~I I I-1 HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN ANUA!
I I-~ 1 1_I I I-' ' a I I_I 11-~ I I-~ ~ UNDISTURBED ~ UNDISTURBED EARTH OR 15. FOR SLOPES GREATER TITAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
FILL COMPACT FILL COMPACTED TO 95% STD PROCTOR 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FlNAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
A MEASURING DEVICE SHALL BE INSTALLED TO MONITOR STD PROCTOR HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFlER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
THE ACCUMULATION OF SEDIMENT IN THE DETENTION POND. INSTALL & MAINTAIN INLET PROTECTION AROUND THE MEASURING DEVICE SHALL BE INSTALLED SUCH THAT ALL STORM DRAIN INLETS DURING CONSTRUCTION. 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER 51LT FENCE 15 PLACE AT
CONCRETE COVER IT WILL GIVE AN ACCURATE DEPTH READING AND NOT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
W MANHOLE ACCESS READILY PENETRATE INTO ACCUMULATED SEDIMENTS. WHEN
/ THE SEDIMENT REACHES AN ELEVATION OF 620.15 IN THE ELEV. 623.50 DETENTION POND, THE SEDIMENT SHALL BE REMOVED. TOP OF EMBANKMENT ELEV 623.50 PRIVATE YARD INLET
TYP. RISER TYPE
OUTLET STRUCTURE N.T.S. NOT TO SCALE
bbl I • CITY OF CHARLOTTE
TWO 3 FT. RECTANGULAR .LAND DEVELOPMENT STANDARDS GENERAL NOTES-SEDIMENT BASINS . RE1,.
~ WEIRS ~ ONE THIS SIDE I
L ONE OPPOSITE SIDE_ J INCI,UDBS CgARIATTE EPJ 30.03
I ~ 30° RCP ~ 0.36%
INV. ELEV. 622.50 SLOPE TO JB 5-2 a
20.0 IN ORIFICE INV. ELEV. 620.80
6"
ALL GRATED INLETS TO INLETS TO r---~ r----I r----~ r---~
BE HEAVY DUTY WITH UTY WITH W
19.0 IN ORIFICE A MINIMUM FLOW AREA LOW AREA ~ J. 36" 6„ ~
INV. ELEV. 619.20 OF 220 SQ.IN.
FLOW J 24" ~
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4" BE HEAVY DUTY NCDOT APPROVED WITH Z
OUTLET iNV. ELEV. = 619.20 A MINIMUM FLOW AREA OF 445 SQ.IN. w ~n
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_ NO. DATE DESCRIPTION OF REVISION

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m ~ ~ ~ ENGLISH STANDARD DRAWING FOR STATE OF ap ~ ENGLISH STANDARD DRAWING FOA STATE OF 00 ~ ENGLISH STANDARD DRAWING FOR STAT 7-06 i STATE OF
~ ~ LINA A 1 ~ ~ p ~ MANHOLE FRAME AND COYER NORTH cARO o + CONCRETE JBNCTiON BOX NORTH CAROLINA c CONCRETE CATCH BASiN NORTH C~ NORTH CAROLINA
~ DEPT. OF TRANSPORTATION ~ DEPT. OF TRANSPORTATION 1 N „ „ DEPT. OF TRI yl$ DIVISION OF HIGHWAYS W $ (WITH OPTIONAL MANHOLE) DIVISION OF HIGHWAYS p ~ 12 THRU~54 PIPE DIVISION 0 DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS
A RALEIGH, N.C. ~ + 12" THRU'66" PIPE RALEIGH, N.C. N N RALEIG! RALEIGH, N.C.
m n
05.06.08
lode- c\pro*ts\16\16022\601\dwg\gpi001CD07,dxg, 5/14/20066:]2'27 7-1
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NOTES: HC
SEE APPROVED 'FREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PRDJECT. iN OF PROJECT. .OCATIONS OF ALL TREE PROTECTION FENCES.
`v ~ PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TI 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. REgUIREO RADIUS 3. REFER TO CffY OF CHARLOTTE LANDSCAPE CONSTRUCTION 51 'E CONSTRUCTION STANDARDS SECTION 01000
AFTER INSTALLATION. OF TREE BARRIER 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY FOR GENERAL SPECIFlCA110N REGARDING TREE PROTECDON. TREE PROTECTION. ~ s
PLANTINGS IN STREET RIGHT-OF-WAY g
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST. Hg
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. b` 9
r GENERAL NOTES
5. RESEED UNMULCHED, DISTURBED AREAS. J A
3/4 NYLON STRAP ~ ~,~'Y/ 1. TREE GRATES AND ASSOgATED IRRIGA110N SYSTEMS ARE REQUIRED AT VARIOUS LOCATK)NS IN THE UPTOWN AREAS TO COMPLY WITH THE UPTOWN STREETSCAPE GUIDELINES AND OTHER ZONING REQUIREMENTS. ALL OTHER INSTALLATIONS OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF CITY OR STATE MAINTAINED
8' SOP KNOT wTH STOP KNOT. STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH COOT OR NCDOT. THE CI1Y'S ENCROACHMENT AGREEMENT REVIEW/APPROVAL PROCESS MAY INCLUDE ADDmONAL REQUIREMENTS. CONTACT COOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL, AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
B' LARGER THAN TREE DIAMETER
ROOT CROWN Tb BE AT FlNISH GRADE MULCH AWAY FROM 2. A DRAINAGE SYSTEM IS REQUIRED AS SHOWN FOR ALL IRRIGATED PLANTING AREAS LOCATED ADJACEM TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS NOT REQUIRED BY THE UPTOWN STREET GUIDELINES REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY COOT OR NCDOT FOR CITY OR STATE-MAINTAINED ROADS, RESPECTTVELY.
TRUNK T' TD 2' CONTACT COOT OR NCDOT FOR ADDTTIONAL INFORMATION REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE REQUIREMENTS.
4 HK;H / B' wDE MAXMUM BFRM OUTSIDE OF ROOIBALL 'MAXIMUM LAYER aF MULCH 3. AN INSPEC110N SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS.
PLAN VIEW OF ROOT ZONE LANDSCAPE INSPECTION INCLUDE THE FOLLOWING:
3 - i"x2"x18' WOOD STAKES wTH CENTERED 3/8' HOLE SUBDRAINAGE INSPECTION
DRIVEN IN LINE w1H STRAP EQUALLY SPACED AROUND 1REE FlNISH CRADE TREE PIT/WELL OR PLANTING STRIP INSPECTK)N
r'•`ty'~ `^~;A ONE FOOT FOR EACH SOIL MIX APPROVALS/INSPECTIONS TREE APPROVALS/INSPECTIONS - P@~QB TO PURCHASING THE TREES, TO 8E MADE BY THE CITY ARBORIST OR ASSISTANT CITY ARBORIST -336-4262.
d3,~~.~<<, i, w~' INCH OF TRUNK DIAMETER Z '"ti ` ' OR i /2 HEIGHT OF TREE ~ z THIS MAY INCLUDE PHOTO APPROVAL OR PARTICIPATION IN TAGgNG THE TREES.
~ FOR PRUNING SEE WHICHEVER IS GREATER ~;A; «~r a TREE PLANTING INSPECTION IRRIGATION INSPECTION
L,'.,•`. BACKFlLL AS SPECIF&D INTERNATIONAL SOCIETY rc REMOVE TYPICAL EKCESS AIL ti. OF ARBORICULTURE SPECS. 6' MINIMUM WIDTH o FROM R00T CROWN FOR 2 CAL TREES ~ FlNAL WALK THROUGH
6" BARK MULCH, PLACE BARK ALL OF THE ABOVE INSPECTIONS WILL BE PERFORMED BY THE CITY LAND DEVELOPMEM DIV. (URBAN FORESTRY SECTION) EXCEPT FOR THE TREE APPROVALS AS NOTED. MULCH AT AREAS NOT
REMOVE 70P 1/3 BURLAP UNDISTURBED SOL ~ • ~ ANO ANY NAlls/PINS, ETC. DEAD TREES AND SCRUB OR UNDER o PR0IECTED BY BARRIER.
GROWTH SHALL BE CUT FLUSH WITH- R00T BALL DIA. Tz• ADJACENT GRADE. NO GRUBBING REMOVE TOP i/3 OF WRE VARIES TREE LIMB
BASKET YAfkE PRESENr REMOVAL ALLOWED UNDER DRIP LINE.
RNSE PR BOTTOM TO SET' ROOT CROWN 2"x4" STANDARDS + t "x4" RAILS
AT THE CORRECT HEIGHT. FOtM SOIL UNDER RODT BALL OR ORANGE SAFETY FENCING ~
MAY BE USED. ~ I =III= - 1= -III-I III-I
~ ~ ~=III- ~ I=I I F ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004) -III-III- -III- 1~-~1~
FOR EXAMPLE: CALIPER HEIGHT {RANGE) MAX. HEIGHT MIN. R007 BALL DIA. MIN. ROOT BALL DEPTH
2° 12-T4' 16' 24' 16' 3• i4-,B' ,B' 32• 21' NOT TO SCALE
• I OF C LOTTE • CITY OF CHARLOTTE C TY HAR • CITY OF CHARLOTTE TREE PLANTING -NOTES
LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS ETA I L
CTION REP 0 ~ .N O :TAIL . N . ~ LAND DEVELOPMENT STANDARDS N . .
FOR SINGLE AND MULTI-STEM TREES 40.01 INCLUDES CHARLOTTE ETJ INCLUDES CHARLOTTE ETJ 40.02 c~orr~. ~cconBS ~rJ (DRAINAGE AND INSPECTION) 40.10
0 0
O o
SCRAP 2" X 4" LUMBER
NOTES: MAY BE USED TO SUPPORT WIRE ON BACK SIDE OF TREE
THIS TREE BUMPER DETAIL SHALL BE USED WHEN
WORKING WITHIN 10' OF AN EXISTING TREE TO BE # SPACING AS NEEDED
PROTECTED. TO SUPPORT WIRE
WITHOUT CUTTING TREE : s
2. ALL TREES SHALL BE SAVED UNLESS NOTED BARK OTHERWISE ON THE PLANS OR DIRECTED BY THE ~
ENGINEER. ~ /
6" t
LUMBER, WIRE, ANDSANDBAGS MAY BE REUSED ~ ~ ~ 3.
AT OTHER TREES.
PLAN VIEW 4. THE INTENT OF THIS DETAILIS TO PROTECT EXIST1NG
TREES FROM DAMAGEDURING CONSTRUCT?ON
ESPECIALLY FROM BACKHOE ARM SWING. AN
ALTERNATE APPROACH MAYBE USED IF 6" TYP.
APPROVED IN WRITINGBY THE ENGINEER
AFTER CONSULTATION WITH THE CITY ARBORIST OR HIS
DULY AUTHORIZED REPRESENTATIVE.
STEEL WIRE TO TIE
LUMBER TO TREE
2"X4"X6~ LUMBER, (TYP.)
USE A COMBINATION OF EXTENDED 2X4's AND SAND BAGS TO
PROTECT THE BUTTRESS SAND BAGS ®BUTTRESS
ROOTS, (TYP.)
ELEVATION VIEW
• CITY OF CHARLOTTE
DS LAND DEVELOPMENT STANDAR P R T CTI O N ETAI L RARY TREE 0 E MPO E ST . REV.
aBARI~OTTE. INCLUDES CHARLOTTE ETJ 40.12
0
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} JONES & QUARLES F
RLES PETROLEUM INC."` LANDSCAPE DETAILS
C 05-07-08 DUKE ENERGY COMMENTS GOULDING W '.9 •61Nf~~~'' z
~~~~ONG; •e~,,, DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007 (n
Y 8 01-11-08 DWQ - ADDITION OF RAIN GARDEN 15 OF 16 C
A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: NTS SHEET REV ~
Z - NO. DATE DESCRIPTION OF REVISION n~

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3 I ~ \ ~ TEM~DRARY I I ? a~.~ CONSTRUCTION SPECIFICATIONS
_ ~ ~ _ P~°°~'CONSTRUCTION WASHED STONE ~
FN D ~ =T F~, I ~ ~ ~ ~ ; _ FENCE 20' aN 5 ~ ~ ~ 8 - 5 ~ z , FROM POWER 5 BERM ~ 1. CLEAR, GRUB, AND STRIP AREA OF ALL VEGETATION ~
7 2 F ~ ' x --v \ ~ a ~ C R WM. z POLES ~ I a ~ ~ t i TOP OF BERM I AND ROOT MATERIAL. REMOVE ALL OBJECTIONABLE
t I 7 1 ~ ~ t / ~ ELEV. 624.5 MATERIAL. s 3:1 2, ENSURE FILL MATERIAL IS FREE OF OBJECTIONABLE s
I / e ~ .8 2 ~ ~ ' ~ I d ~ ~ i BOTTOM OF RAIN GARDEN MATERIAL. PLACE FILL IN 6" LIFTS AND MACHINE $
ELEV. 622.5 COMPACT. ~
~ ~ ~ / ~ ~ ~ ~ ~ °•~fi 2:1 R e ~ 3. PROTECT CONNECTION BETWEEN RIPRAP AND SOIL BY e
~ a. I ~ USING FlL1ER FABRIC. EXTEND FABRIC ACROSS WEIR g
FOUNDATION AND SIDES TO TOP OF DAM. s
4 ~ ~ i ~ i ~ ~ t ~ / BO1 BOTTOM OF DETENTION POND 4. CLEAR POND AREA BELOW DAM FOR SEDIMENT Y
~ € ~ ~ \ ~ ~ ~ 3.00' Q ~ I 9 ,s / / ELEV 619.2 CLEANOUT.
t 14 t a t` ~ m / / 5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR
~ ~ I ~ _ ' ~ / / " i ` w ~ 3 f I t ~ ~ ti I P ' FILTER FABRIC FLATTER.
a ~ 1 t, I x ~4A~~ tt / / 6> I M.+~~
I d iii 1 I d ~ d t~ ~ / k RIP RAP 6. ENSURE STONE SEC110N HAS MIN. BOTTOM WIDTH OF 3' MATH MAX SIDE SLOPES OF 2: 1.
I ~ I I . ~ 1 I ~ I a~.
' ~ ~ / ~ / 1 d ~ ~ I ; ~ t WEIR CROSS SECTION 7. ENSURE WEIR IS LEVEL AND CONSTRUCTED TO GRADE.
I I a I D I i ~ 72.25' ° ~p r ~ b I \ SIDE-SECTIONAL VIEW -N.T.S. 8. MATERIAL USED IN STONE SEC110N SHOULD BE
4 Y f ~ I i i r I a 3 ~ f g S WELL-GRADED MIXTURE OF STONE MATH D50 SIZE OF 9" AND MAX SIZE OF 14".
i s / / ~ 9. STABILIZE EMBANKMENT AND ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION.
~ ~ 1 ~ ~ ~ e ~ _ / ~x / j I 'z, ~ f ~ _ /
~ .o ~ . ~ I ~ P ~ , ~ x_ x-/ d : g ~ k X
I ~ ~ ~ ~ I ~ BERM ELE,U. 624.5 ~-.ix~~ ~~i ad ~ ~ ~ ~ - ~ x
I ~ ~ / ~ - i ~ ~ ~ I ~ ~ / ~ i ~ a 21" THICK MIN. OVERFlLL 6" FOR SETTLEMENT
~ ~ ~ ~ x ~ ~ t ~ _ _ ~ 2333 SF 50D. ~ ! ~ / x ~ ~ /t laa+ ~L ~ ~ ~ ~ ~I ~ ~ ~ y, , _ ~ SOD TO BE OF ~ DE DESIGN BERM ELEV. 624.5
~ . F I ~ ~ I z ~ x ~ ~ s ~ ~ ~ , - - ~ ~ ~ / / , /o a; ~ _ _ HYBRID SETTLED TOP
~ ~ ~ BERMUDA I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ GRASS AND at
I ~ ~ ~ ~ I ~ ` ~ ( CENTIPEDE ~ ~ / ~ o ~ / 1 ~ ~ ,a, 10'
~ ~ r I ~ ~ ~ ~ ~ ~ I I I G GRASS. 1. ~
d~. ~ a I ; / ~ ~ ~ ~ j ~ Ci ,I I ~ / ~ ~ £ n fl ~ p i ~ ~ ~ ~ z
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I I ~ ~ ~ ~ I I 2.00' 1 ~ ~ ) ( ~ ~ ~ ~ ; ~ , t _ .
~ \ ~ I ~ 1 I ~ ~ ~ I I ~ I #57 WASHED g ; ACCESS AND STORM i 'a ~ .rt ~ I I ~ £ I ( ~ 0 ~ STONE ~ ~ a\ u \ \ I I I~ ~ j G G I DRAINAGE EASEMENT ~M °I. :N T
I p I ~ ~ 1 I i ~ ~ ' ~ y ~ I , t~ i~ A \ V I I ~ 1 ~ o~ 3.. FILTER FABRIC ~ 2:1 SIDESLOPE MAX.
~ I Y~.~- I , I I ~ ~ ~ 1 j ~ l zl. ~ Imo' I 18.50' ~ ~ s ~ I \ \ \j\ ~ I I . ~ I ..q~s s- I.
€ ~ fi V I i I 1 ~ I ~ ~ I 1 s~ I I , ~ \ \~\I I I ~j t ~4' _
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e t ~ " ~ 12° WIDE x 6" d\ \ ..r ~ \I \ \ \ I ~ I I y f~ 1 - I THICK 7'
~ \ ~ \ QA \ V I ~ ~ ~ ~ I DEPRESSED . 1 \ \ \ 1 \ \ \ I ~ 1 ~ ~ r~ ~~d I C I CURB (SET AT
~ - , . . / - V A \ V 1 a _ _ ( ~ ~ EDGE OF i \ \ \ \ 1j ~ ~ ; I-; ~ , 45' ~ , ~ ~ ~ PAVEMENT
\ \ ~ 3 ~ ~ . I ; ' 4.-, 4i L ) 30' MIN. ANGLE IS REQUIRED QED WEIR STONE SECTION
~ \ \ \ \ i~ ~ ~ _ ' ~'s'~' BETWEEN UNDERGROUND ~ ~ k" ~ ~ ~ ~ I ~ ~ - ~ ~ A I~ \ \ \ ~ \ ~ ~ t~ - 0 ~ ~ I j 81 LF EDGE OFD STRUCTURES AND DUKE ENERGY ERGY FRONT-SECTIONAL VIEW -N.T.S.
~ : ~ \ \ ~ \ \ \ \ \ ~ ~ ~ ~ ~ : > ' PAVEMENT AT ~ R~W \ \ (r 6" SOLID SCH. 40 PVC OR HOPE
~ ! \ \ V ~ ~ ~ ~ ~ CONSTANT V ~ ~ I I~; C OBSERVATION CLEANOUT STANDPIPE
\Y\ ~ ~ ~ , I I ~ ~ ELEVATION OF ' \ \ \ \ \ \ \ \ \ \ ~ ~ ~ I I ` ' 45:~ ~ I ~ 623.5 8 \ \ \ V ~ ~ ~ 6•~` 78.1:6. , ~ W/SCREW CAP, SET AT GRADE
x!57 STONE 12" WIDE X 6" THICK
1 \ ~ j DEPRESSED CURB (SET
3 ip) i \ ' \ ` t 7 f \ \ / I I I? RAIN GARDEN / BIO-RETEN110N AREA AT EDGE OF PAVEMENT GRADE)
~ t ~ ~ ~ - j>°. I j; j ~ I ~ ~
~ ~ ~ ~ i k I ~ BE 1 t ~ ,I' I_ ..vl I BERM ELEV. 624.5 FLAT 1'
I ~ ~ _ ~ ~ ~ ~ I j : G ~ I ~ N ~ ~ I j I I 2'
~ ^ 4. un PONDING DEPTH 12"
t 1 d i ~ ~ ( F .1 ,o ' ' . ' 111 ~ ~ F ~ j ~I I I ~ I r WEIR ELEV. 623.5
_ ~ I II ~ I ~ # I ~ r 1 ~
j ~ ~ I I ~=..a ~ F I j ~ I kMt ~ ~i I ~.I , 1
~ ~ BOTT ~ ~ I l ~ / BOTTOM ELEV. 622.5 ~ >
a ~ ~ ~ aNj a F f i ~ P ~ ,r s ~ / ' ~ ~ I / /F x 3:1 SLOPE
r a - ~t ~ ~ 3:1 SLOPE , n 2" DOUBLE
? ~ ~ 20.00' ~ ~ ~ ~ ~ : HAMMERED
g s i ~ ~ ~ l ~ ~ - C / ` ~ ~ ~ ~ ~ HARDWOOD MULCH
\ \ i / ~Y i ~ ° ryr'3 , ~.*~s,°~ ~ ~~3a ~k~~~~s~~ "=`F, 2' FILL SOIL MEDIA
j ~ ~ € E TRANCE DRIVE ROM TEXLAND BLVD. ~ ' ~ ~F° , ~ I R W ~ ~ ~ ~ a ~ ~ 6 PUBLC ~ ~ ~ 85% SAND, 12% FNES, 3% ORGANIC
j @ ~ r ~ ~ ~ ^ ~ ~ 6" 5LOTTED HDPE i , ~ (ALL BY WEIGHT) i
~ ~ ~ ~ ~ ACCESS AND - ~ UNDERDRAINS _ =s $ STORM ~ I
~ i i t I ~ ~ # ~ 10' MAX ON CENTER ~ ~ e £ a DRAINAGE \ ~ ~ ~ ~ r ~ FILL MEDIA IS TO HAVE A P-INDEX
EASEMENT ~ ~ ' gg . Y I l ~ . t ~ ~ y°: ~ - ~ OF BETWEEN 10 AND 30 Q
I I I { ~ A ~ ~ N.. w u +:f i, a;
I~ Q ~ ~ ~ / UNDI . ~ ` >,g 4" WASHED SAND UNDERDRAIN OUTLET ELEV.
11 ~ & ~ ~ . ~ I I. 3 ~ / ~ ~ 618.2 6" SLOTTED HOPE UNDERDRAIN.
- E d k / P ~ / / ~ / / / I \ i A MINIMUM OF 4 ROWS OF 8" X57 STONE PERFORATIONS SHALL BE PROVIDED RAIN GARDEN FILTER FABRIC
I / / / . ° / / / { ~ / FLOW FROM PAVEMENT AROUND THE DIAMETER OF THE MARAFI 140
I ,~a~/ / s al z ~ ~ ~ ~ PIPE AND THE PERFORAl10NS X-SEC110NAL VIEW -N.T.S. SHALL B~ PLACED 6 INCHES ON
" ~ y / / / / ~ / / ~~x____ x--~ ~'f~ ~ BIORETEN110N SUMMARY d°- a ~ / / / x ~ ~ ~ i CENTER WITHIN EACH ROW FOR THE
/ / ~ ~ ~ GRAPHI CALF - - - BIORETENTION AREA 1 OF 1 ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL
' I & / / / / I z ~ GRASSED CELL / / / / 5 10 2 40 / ~o o SURFACE AREA REQUIRED: 27 1 SF BE ~ INCH IN DIAMETER.
~ / / / / / ~ ~ SURFACE AREA SHOWN: 2784 SF ®623.5 / I ;
a" ~ / / ~ / / / j POND DEPTH: 12 INCHES NOTES:
~ s / ~ ~ FILTER BED DEPTH: 2 FEET (N TREES TO BE USED) / / / ~ l r (IN FEET) =t, UNDERDRAIN SHOWN: 207 LF OF 6 INCH SLOTTED
I ~ HDPE PIPE TO BE IN A BED OF WASHED STONE AND ~~r i / / ~ ~ 1 inch = 10 ft. ~,_r~.~ P T WAR OUTL T. 1. EXCAVATE THE RAIN GARDEN TO THE DESIGN DIMENSIONS. 8. INSTALL VEGETATION A5 PER APPROVED PLANS.
/ ~ x AT 0.5% SLOE 0 D ~ / 2. INSTALL UNDERDRAIN SYSTEM ON TOP OF THE FILTER FABRIC IN THE BOTTOM OF THE 9. PLACE MULCH ON TOP OF THE SOIL MIXTURE TO A DEPTH OF 2 INCHES.
P I ~ s ~ / /~I ° ~ TEMPORARY I y, EXCAVATION. DOUBLE WALL HOPE CORRUGATED PLASTIC PIPE IS RECOMMENDED DUE TO
~ i - i ~ / t ~ ,a..~~~_ ~ CONSTRUCTION & ITS RIGIDITY AND LONG LIFE .EXPECTANCY. OTHER PIPE MATERIALS MAY BE SUBS11TUlED 10. STABILIZE THE SLOPES DRAINING TO THE RAIN GARDEN WITH GRASS SOD AND SURROUND AT THE DESIGNER'S DISCRE110N AND WITH THE INSPECTOR'S APPROVAL. THE STRUCTURE WITH SILT FENCE TO PREVENT SEDIMENT FROM CONTAMINATING THE SOIL
I ~ ~ FENCE 20' ~ °'y MIXTURE. J
t FROM LEGS OF ; ~ I ~ TRANSMISSION f 3. INSTALL CLEANOUT STANDPIPES AND OUTLETS TO THE UNDERDRAIN. THE CLEANOUT STANDPIPES MUST BE LOCATED AT THE UPPER END OF THE STRUCTURE. THE 11. SOIL MIXTURE IS TO BE PLACED IN 12 INCH LIFTS AND WATERED UN11L WATER FLOWS N
x ~ g~ x TDWER ' I ~ - CLEANOUTS SHOULD CONSIST OF RIGID NON-PERFORATED PVC PIPE, (SCH. 40) 6 INCHES OUT OF UNDER DRAIN BEFORE PLACING THE NEXT LAYER.
} pI 2 IN DIAMETER. 12. COMPACTION SHOULD BE MINIMIZED DURING EXCAVATION AND PLACEMENT OF SOIL ~
jg [i P C i r/ R g{ v1 4. PLACE X57 WASH STONE (GRAVEL) OVER THE UNDERDRAIN TO A DEPTH OF 8 INCHES. MIXTURE.
2 I x Y\, i t j ~ X 3 F g z I ~ I 0
Y ~ t 7 ~ ~ f i 5. PLACE NON-WOVEN FILTER FABRIC OVER THE GRAVEL. 13. DRAINAGE AREA MUST BE STABILIZED BEFORE BIOREN110N AREAS ARE COMPLETED. 0
! P p~Y s ~ a ` E G ! f j 5 Y 6. PLACE 4" SAND LAYER OVER THE FILTER FABRIC. a
tl1 ~ $ E I ? ~ o ~ f7 z
3 g ~ c ~ l~ ~ k 66 3313 N » 7. BACKFlLL WITH A SOIL MIXTURE CONTAINING 85% WHITE MASON SAND (ASTM C-144), 12% w 3 FINES AND 3% ORGANIC MATERIAL (COMPOST, TOPSOIL) TO A DEPTH OF 2 FEET 3
a i ~ , d ~ f I MEASURED FROM THE TOP OF THE STONE OVER THE UNDERDRAIN. SOIL MUST NOT BE ~
A ~ I INSTALLED UN11L ALL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND o z APPROVED BY THE ENGINEER. SOIL MIXTURES MAY BE INSTALLED fN "FULL DEPTH" LIFTS o ~
. ti TO ENSURE ADEQUATE FILTRATION. v a = o ~ U
I ~ A N ,w S ~ . MIS SIO I I N a TO o Z
W ER I +`r~ a ~ ~O W
~ r Z O
TEXLAND BLVD. N
~,,•A.~N caRO~,, ~`'~~~'~N~~~~''''• UNATTENDED FUEL STATION
• G~V~l1 ~s
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JONES & QUARLES P LES PETROLEUM INC. rob ulapa. BIORETENTION DETAIL
Y -'~G, DESIGNED: TBM CHECKED: DATE: DECEMBER, 2007
C 05-07-08 DUKE ENERGY COMMENTS GOULDING J
z B 01-11-08 DWQ - ADDITION OF RAIN GARDEN 16 OF 16 B N
? A 12-05-07 CITY OF CHARLOTTE AND CDOT COMMENTS DRAWN: TBM JOB NO. 16022-001 SCALE: 1"=10' SHEET REV
r N0. DATE DESCRIPTION OF REVISION