20080245 Ver 1_Stormwater Site Plans_20080826

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zoN~NG ® CO E SilMAll~IRY Zw ~ZW ~ ~ l~ =oawWN?z-m~
PROJECT NAME: LONG CREEK OWNER: KMIJDH Beatties Ford LLC ti -n ry r I ~ b~- ~ Um pp V ~p ~~~-~w
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PLANS PREPARED BY: BURTON ENGINEERING ASSOC. PHONE [phone] n Z O Q~ O Q Z~ p
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ZONING: B-1 CD PETITION NO":2007-094 TAX PARCEL: 03327110 ~~-~Z~.~OQ~ Mrs, ~ c. - h~ and ~r
PROPOSED USE: RETAIL BUILDING HEIGHT: VARIES STORIES:1 aC~p~NU~w~o
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BUILDINGCOVERAGE: SEE SITE PLAN M1 pzQpw p~
LOT SIZE:19.634 ACRES REGULATED WATERSHED: LONG WATERSHED s z i
FEMA FLOOD PANEL: 3701580106E r- .P s}
YARD REQUIREMENTS BUILDING .aW~° ~ .._,p . ~10o7 Yehod lrc _ - ~~~fitin Dpi, Q12pg7 MaNeg, Te~eAryas~
FRONT.YARD SETBACK: 30 FT" FROM RNV REAR YARD: 90 FT.
SIDE YARD FOXTHORNE : 20 FT. SIDE YARD. BEATTIES FORD : 30 FT. t (
REQUIRED BUFFERS:
FRONT. NO S XX FT. REAR. NO S XX FT.
SIDE L : N ES 75 FT. SIDE R : N ES 5 FT. _
PAVEMENT COVERAGE: SEE LANDSCAPE PLAN
INTERIOR LANDSCAPING:
REQUIRED SEE LANDSCAPE PLAN PROVIDED SEE LANDSCAPE PLAN V ~ r
ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY. Z+'~ N
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1 t ~ 1, ~ s REVIEWIPERMIT STATUS
\ \ s~` PERMITS BELOW. FOR SITE ONLY; ROAD IMPR'MENTS SEPARATE
\ 1 LLJ "i SUBMITTED FOR. APPROVED PERMIT No.
1 ~ Nap = t ~ U~~~
\ \ \ ~ ® FOOD LION REVIEW YES
y ~ SS GRADING (SEPARATELY) YES `Permit LDGP-2008.00095
0 iRaN ~ _ ~ i EROSION CONTROL YES Permit LDC-2008-00061
} _ .
RTAP -COMBINED ro ' ' / GRADINGIDRAINAGE ` YES PermifLbC-2008-00~1 /
BUILDINGS'C' &'D' ~ ~ ~ LANDSCAPE YES PermitLDC•2008.00061 Q Q
~ RTAP -RAISED 1 ~ ~ GDOT (BY OTHERS) YES Permit LDC-2008.00061 ~ 0 J
GRADES IN / / i ; NCDOT (BY OTHERS) YES Permit LDC-2008-00061 W W ~
® ~ - DRIVEWAY ~ ~ /
® ® / ~ NCDENR (PROP. WETLANDS] YES DWQ #08.0245 W .J.I U
e ~ ~ 6 ~ ~ / i NCDENR (WATER) YES Serial No. 08-00480
i ~ 1, LL N = ~ NCDENR (SEWER) YES Permit No. WQ0032844 ~ W
~ , 1 ~,~A / ~ ` % DWQ (EXIST WETLANDS) YES DWQ #08-0245 ~ 0 ~ W
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1 , 1 Bu~LOU+c PRASE / i U.S. ARMY CORPS OF ENG. YES SAW-2008-00395.360 r ~ = Z
IND. FLOOD DEV. PERMIT YES Permit No,1456 V = W (J
~ lJ MECK. CO. BLDG. STDS. YES 272691 ~ ~ I~-
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o° 0 i~ i \ / \ \ / ~ MECK: CO, BLDG. STDS. (RE1~ NO NEED ~
ENGINEERING RTAP NO LDC-2008.00322 .J = Q
as \ / N94° 9'42"E iaaN \ in~ 85, vouro ® \ / DRAWING RECORD ~ v
1 5. ® \ \ \ / ISSUED FOR DATE ISSUED FOR DATE
e I rAxNBx+rram \ ~ 0 ( INOWORFOPMERLY \ /
PATPogAATAMUN / ~ I OB2098d P6150 ® \ FOOD LION REVIEW 01131108 ENGINEERING (4~j 06117108
\ ~ry o ENGINEERING PERMIT 02(19108 BYTHE-PRICING 07116108
e I aECa~ov~as ® \ \ / °y~ ~ e I Aro ® RTAP -LOWERED / PRICING 03110108 LDG. STDS. (REVISED) 07123108
I BANOOVAL a`~~`~ ~ GRADE; ADDED- / i
F`-~ oB~orssPCm ~ac~ \ \ , , ` \ FOUNDATION-WALL / ENGINEERING (2ntl) 03114108 RTAP (ENGINEERING) 07129108
BLDG. STDS. 03127108 RTAP (NCDENR) 08125108
i I I ~ ( \ \ / I I I / UPDATED PRICING 04110108
I I \ NG, NCDENR & BLDG. SIDS. 05106108 p`, ~ I_
1 I Taxaaasrc~oe \ \ / ~ NO'NORFORMEMX \
I I cARUacFaFfm s, \ \ FINAL PRICING 05106108
[ I I ( ~ \ / NOWOR FORMERLY. m L I I / ~ / MEGOENBURGCOONIY SCHIEDt/L D / GS CTB ' ; Engineer
""+w At-IDAPORiIONOFREALEBTATEIFINANCE e I _ / \ ~ OEPARiAffNF
h ' I 1 I / TASAB951790D / e. OB B579B P62B, _ I I < TFpM43RWAliBY ~ \ / C1 -COVER SHEET JRD
I i Aro / ~ P I / C2 -REZONING & PLAN NOTES Drawn By,
I I ' / snvwMSawAUS \i r I C3 -DEMOLITION PLAN 02/19/08
OB tB382 P0828 \ / " I _ .-T \ ; ~NCrNF~ C4 -UTILITY RELOCATION & DEMOLITION PLAN Date
~'yc C5 -OVERALL SITE PLAN Revisions
b / \ 1~,~ uu E C6 -ENLARGED SITE & STAKING PLAN 3.04/1o1o9•PERCITYENG.(DOT)REV.
C7 -ENLARGED SITE & STAKING PLAN
W / C8 -OVERALL UTILITY PLAN 9-07129108-RTAP REVISIONS
m / - AssociA~~ C9 -SANITARY SEWER PLAN &PROFILE-.SHEET 1
0 / v / C10 - SANTIARY SEWER PLAN & PROFILE -SHEET 2
a / s / ~&'i C11-OVERALL GRADING PLAN
v / ~~P~~~,~ ~ C12 -STORM DRAINAGE PLAN
® ~~°e ~ / ~ / C13 - STORMWATER MANAGEMENT PLAN
~ A ~r / N / e C14 -ENLARGED GRADING PLAN
® / ® / C15 -ENTRANCE DRIVE PLAN & PROFILE
/ ® / C16 -EROSION CONTROL PLAN Bloom Store Number
x ® / C17 -SITE INTERIOR LANDSCAPE PLAN BL-2748
a ' / C18 -PERIMETER LANDSCAPE PLAN
o'` One-Call Center m BEA Pro ect Number ~ C19 -SITE DETAILS 1
~ Call &foroYBB Dig? - - /+OA @ITC 1 ITiI ITV 0 1 AAi11[~nene- nr~r• se n ~ /~~7_n/~Q
" 800.632.4949 vcv a9' c, v, IL-1 a i. N 6r~IVU7l+HrC UC I /-.ILO 'TV I avva
~ r co AUG 2 6 2008 C21 GRADING & STORM DRAINAGE DETAILS Sheet of
a i DENR-WATER QUAUTY C22 - EROSION CONTROL DETAILS
3 a i mTLmDsANDsToRMwATERBf MCH C23 - EXISTING CONDITIONS PLAN c l 23
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NrACro~ GRADING NOTE TO IC® _ , / / FLO®D CROSS ~0 ~rp~ ,®NS WATER RFACE ELEVAT ®N TO ENCROACHMENT BOUNDARY W Z Z W ~
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CONTRACTOR TO COORDINATE G DES ALONG ~ ~ ~ / ' / FLOOD DISCHARGE (CFS) (FEET NAVD88) COMMUNITY = p Q W ~ F=- m CROSS STREAM FLOODWAY ENCROACHMENT L. I- " W Q. - O Q d
IV,.~ ~ / D / ' / ROADWAYS & ESPECIALLY AT DR VE CONNECTIONS, ®~v / / / , • / SECTION TATIONS EXIST.-LAND FUTRE LAND EXIST. LAND FUTURE LAND LINE ~ ~ o 0 0 ~ H ~
USE COND. USE COND. USE COND. USE COND. tEFTIRIGHT LEFTIRIGHT - m to f. ~ Z N C7 N oCOCQ-z
WITH ROADWAY PLANS PREPARE BY OTHER. ~ , ® r--- r. ~ /i f/ / z/ DI 60632 2985 3822 682. 682.7 475/29 550129 Z u' q 1- 0 Q Z ~ 0
PRIOR TO ~ %~e ~ CONTRACTOR TO NOTIFY ENGIN ER{S) • ® ~ ~ _ / ~ / \ QOzZWZ~d~
CONSTRUCTION OF ANY & ALL DI CREPANCIES n DJ 61423 2985 3822 683.1 683.8 1001201 135/335 ~ ~ ~ ~ U ~ w U ~
y ~ ~ / ~ / ~r BETWEEN THE PLANS. / f ~ ti ~wwo~ cnWW
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~ NOTE: ~~w w=o°' 9~ ~ COMMUNITY ENCROACHMENT LINE MUST BE ~ ~
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ROAD ~ ~ \ ~ ® CLEARLY MARKED PRIOR TO ANY GRADING & THE
MARKED LINE MUST BE MALNTAINED ON SITE
~ ~ i e„ o. / ~ j / / ~ 7 '1 \ / i.- / / .8991 ,~7- -69q- / \ UNTIL FINAL GRADING IS COMPLETED. ,e
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l l i 7a2.zs To . r c s \ \ \ \ / \ II 7 lot / 2l~ C' I I 11 / , Too r ~ I I 9 II 1 ® t / ! ww \
\ ~ 11. 142 ~o~ e \ aose 1 1 11 ~ ~ F~ \ II I 11 ~ 7ot, se 7 .aa 1 TIE•I ~ ~ \ ~ 9F 6g / \ I I I 1 ~ SP w 7o a 1 I 3 ~ / ~ ~ PROP: DRAINAGE SWALE ~ /
t l 1 , Tao ~E ~ 1 • T / ~ ~ PROP. DIVERSION DITGH CMLDS ~i0.05 -1-H-M?
1 i I 11 TIE- / ~ / i 1 e / / \ ~ .,11 701.53E / i / dl ~ ( ~ \ / \ L) 1 70 o sr i
\ \~11 I I it ® w / / / //j / / w 701 II 11 ~ / / I ~ 1 ~ I ~ / _ \ III 21r / m.p I!I \ ? \ I 1 ? ~ \ \ ~ ~ i~%/ PROP. INLET SED. TRAP (CMLDS #30.09) s~
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~ 1 \ - ~ ~ 16 / / / / /F.F.~, t1 ~1s I 1 1 1 / k ~ / I I 11 / r 961 I PO / / I ~ ' / lot / ~ / / 1 / /
\ 1 11 , / I 1 I I' . / \ ~ 1 7otis / / / / / / / lot I I i I / / ~ 0 ® ~ I ~ 1 ces / / / 1 II I ~ Q- FOD L/ TES °a a % 1. SLOPE AWAY FROM FRONT OF STORE FOR AT LEAST 30 FT. MAZIMUM SLOPE OF LOT IS 3.0%. i ~ z
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I / i I i / , '1 / 1 I I ? / / / rota / / / / j . ' ~ p J 2. ASPHALT TO BE FLUSH WITH CONCRETE. SIDEWALK AT FOOD LION,
/ 3. COORDINATE THIS SHEET WITH FOOD LION PLANS tl: SPECS„ THE STRICTEST SHALL GOVERN. J Q
I I Taos, / 0 ® , \ ~ • ~ S®W.I. ®BvFF i[.NOTE$ JE'6 ~R®GT~ S
I I I ~ 1 / / ING2 / / I I I J ~ \ I ) 1 ,76i.t /G / / / PNA{5~1 ~ II / ~ _ / THESTREAM$I
~ I 1 / i / I t / - \ \ I Tao \ / / SF I / @ ( W'r" I I 0 ~i i 39,293 / pp i I I \ / ~ . 9 / / / MANAGED USE \ ~ T / / . 5 _ I F,c~ /ie THE STREAMSIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. INTHE 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, ~ I'- MANAGEDUSE ZONE, AT A LIMITEDNUMBER OF TREESCAN BE REMOVED PROVIDED THAT THE TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION U LU LC ~
I ~ L ? I / ~ F.I:. ~7~.7 / SeI F (0 / / / TREE DENSITY I \ I ~ ~ t' / TREE DENSITY REMAINING IS A MINIMUM OF 8 HEALTHY TREES OFA MINIMUM 6•INCH CALIPER PER ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR
\ \ ~ I ~ / I I I ~ / / 1,000 SQUARE 1 i / I I I I I I / o / 3 / ~ ) i / I I I / \ 0 ~ / MANNER AS TO ~l ~ / I ~ I t I I I / / ~ 1,000 SQUARE FEET. REMOVAL OF EXISTING VEGETATK)N MUST BE PERFORMED IN SUCH A CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. Z Z u„ MANNER AS TO PREVENT DAMAGE TOTHE ROOTS OF REMAINING TREES. r R = a
III fi r / ~ / / I ® 1 / / I U _ III, _ ~ 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (CITY
tr ! ~ / I ~ / ! / ~ 1 / / 19 ! I t ! / / ~ / PLANS CLEARL' I 1 1 / / , \ / , _ ~ ~ I / f I I / NO STRUCTURI ' PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT OF CHARLOTTE TREE ORDINANCE GUIDELINES, APPENDIX 9) OR LAND DEVELOPMENT.. ~J } NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS (EXCEPT NON- COMMERCIAL STANDARDS MANUAL 40.02. L
~ ~ ~ ~ J/ / / \ 0 f f I m / our BUILDING: 1T PIN \ / OUT BUILDINGS NOT EXCEEDING 150 SQUARE FEET). - /•r J ® f1f"'
~ \ I / / ~ / / o / ~ / ~ ~ ~ \ \ s nox / ~ / / / 1 ~ / a / ~ ~ FOUNDA ~ / / 0 ~ / / \ / I MI . / I I A / GRADING AND I 3. BEFORE GRADINGICLEARING/CONSTRUCTION BEGINS, CALL 704336.6769 FOR INSPECTION OF V GRADING AND OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED-0NLY IN THE UPLAND ZONE; TREE PROTECTION BARRICADES BY URBAN FORESTER. ~ _ ~ V
~ 1 / ! / \ ~ ~ ~ / / ~ / t 1 / / HOWEVER, THE HOWEVER, THESEACTIVITIES MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE Q v
t ~ _ - / ,1 / ~ / / / / I / / / / TO THE ROOTS - / p •3~.- W / / / / I / / / TO THE ROOTS OF REMAINING TREES. GRASS OR OTHER SUITABLE GROUND COVER CAN BE 4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
4 1 ® p+1 ^]'t / fc~ .I / r / / ,,,.1 ~ / / APPLIED TO TH •896 [ / .r., 'zsD 20 ~ r~ / I. / / / ~ / APPLIED TO THE UPLAND ZONE. SUPPLEMENT WITH 1.21N. OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBEDIGRADED ~ U AREAS.
~ l l oo r / / / \ l I ~ / / / / / THE OUTSIDE E l /Z /r / l / / / B ~ ~ ~ ~ / 1 ~ \ \ 1 r rr -''rr///i / (I ( / / / / FENCINGPRIOf THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED WITH ORANGE FABRIC
RIM:695. 7 - ~ ~ / 1 r"' !r / / J / I_ ~ / ` ~ I 1 1 rr r / I .,I ® ~ / / fTC.) AT THE SI FENCINGPRIOR TO ANY LAND DISTURBING ACTIVITIES (GRADING, TREE CUTTING OR STUMPING, 5. BRUSH, VINES, AND SMALL TREES (<8"p, OR AS SMALL AS 2"CALIPER) MAY. BE HAND CLEARED fTC.) AT THE SITE AND THIS. FENCING MUST BE CALLED OUT.ON THE PLANS.. ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 FT. (AT
INVOUT:686.9 I, 1 1 I rr / ~ I _ / / / LEAST 213 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
TAX #03327301 1 11 1 \ 5• ,.r r ~ 1 t4B - , ~ 1 ) \ \ ~ -r rr r E i) / / / . THE OUTSIDE E NOW OR FORMERLY ~ / / 1 \ ~ 3r- r r / / / P N 1111 / r ~ r I / / I OR OTHER THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON PIN OR OTHER ACCEPTABLE PROPERTY CORNER MARKER AT STREET CROSSINGS AND THIS 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH SHARP PRUNING TOOL; BACKFILL ASAP
RIM:695.~4 11 \ .,„r I' r / PATRICIAATAMLIN ~ , I, ? 1 ~ 1 rr I I 1 / MARKER MUST MARKER MUST BE CALLED OUT ON THE PLANS. TO MINIMIZE EXPOSURE TO THE AIR.
DB 20384 PG 150 / ~ 111 1 ~ ES-21 I O / / ~ / I ~ \ 1` ? / i INV OUT:686. 3 ~ 1 1 ~ / 1 ~ ~ ce5.oo I) 1 ~ / / REFER TO SECTION 12.804(2.0) SECTION b -BUFFER DELINEATION. 1 7, TREE PROTECTION FENCE IS TO BE LOCATED 1 FT. PER TREE DIA. INCH AWAY FROM THE TREE
- - - - - - / \ \ 11 T I ~ / III / ~ REFER TO SEC' / 1?1 I ~ I / r ~ I I \ / i TAX#03321302 I I ~ ~ / f 7\ fJ ~ / / / INTHE SETBACK ORRIGHT-0F-WAY.
VI I / 1 v / I I ~ / f I ~ / / I NOW OR FORMERLY i \ \i / ~ 1 _ _ ~ ~ f / / a Streams an 1 III ~ 1\ I 1 _ J / / a. Streams and buffer boundaries ir~krding all buffer zonies must be clearly delineated on aU consWction
ROBERTO VILLACIS 1 ( ~ r- ~ P ® I I / / ` 1 ~ 4i b. Outside bul AND 1\\ I , 1 I ` / / / / / p~os,including grading and clearing plans, erosion, drainage and sediment control pins ans site plans, 8. TREES WITHIN THE STREET RIGHT,OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED a~i b. Outside buffer boundaries mustbe clearly marked on•site prior to any land disturbing ectlvi0es. FROM THE CI1Y ARBORIST AT (704365753 PRIORTO REMOVAL OFANY RIGHT•OF-WAY .o r
I I / Z BEJVER EN BI \ I I ~ a1~ ~ / J ~ y/ a The outside U G U \ I A I Hr N SL 1 ~ / /I / 1 I I I D ~(G I ( ® / G / c. The outside boundary d buffers must be p~maneMly marked at highway stream crossings. .TREES: ALL TREES OVER 8" IN DIAMETER AS MEASURED AT 4.5' ABOVE GROUND & LOCATED O- ~ f'
SANDOVAL ` I / ` 1 / / / d. Stream buff I ~ ~ I ? 1 / / r ~ \ I ~ / record tats DB 20753 PG 777 ~ ( 1 1 ~ I / P d. Stream buffer boundaries k~cluding the delineation of each buffer zone must be specified on all surveys and WITHIN THE SETBACK ARE PROTECTED BY LAW, CONTACT LAND DEVELOPMENT AT record plats. (704)3366692-FOR REQUIRED PERMITS.
~ 0 P 0~ I J ~ \ / 11 / / e. Buffer re ui e. Buffer re uiremente must be referenced in homeowners' assocleibn documents, CTB
~ I 1 i / ~ / / 0 m ~ ) / 1 ~ / ~ l 1J / / ENE ENE L G /G NOTES RAWING 1NF ngplneer -
_ ( I / / / ~ 1 t I I I1, x / / . ~ I(~~ / II J / ~ / /
\ \ \ I 4 , ~ / , / I I / 1. LAND DEVI COMMU~TY / \ I III / I I - CONSTRUI \ I J \ 1 / 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF ~ R coNSTRUCTION. _ TRUE PLAN draw/n By
\ I ` FLOOD RINGE / 1r t I 1 x ~ \ I t LE r ' \I)
° ~ -,,,r I 2. THECONT ~ 1 / - / UNOBSTRI 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN O2! ~I 9IO8 UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM NORTH , .NORTH Date
\ I~Y / l~ r / N TAX # 03327308 Y` w 4r ~ ALL DEBitI .ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. ~ c~'AJIge ReVISIONS
- -I I \ \ ~ - ~ / o NOW OR FORME LY > ® / / ~ ~ / ~ / ro 1 /0 / 3. ANY CONS 3. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOOD WAY DISTRICT FRINGE One•Call Center 1-03114108•PER ENGINEERING REVIEW
° I ~ ~ CARLA A GRIFFIN \ , / , I ° DB 11193 PG 887 ~ FEMA FLOOD Do\o/ / / BOUNDAR' N I I / BOUNDARY LINE OR FLOOD WAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO c~ aefonYouDig!
® ~ FRINGE LINE h I 3p,~ THERESTI ~ I / 5/->9 /r N ~ ! K v~ 0~/ s8~ ~ / TAX # 03327109 THE RESTRICTIONS IMPOSED BY THE FLOOD WAY REGULATIONS OF`MECKLENBURG COUNTY, 3.04110108 -PER CITY ENG. (DOT) REV.
~ / / ,Q/ / / NOW OR FORMERLY 4. THE CITY I I ~ ~ h / -4. THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL ~ ENGINE 8OO"63Z X949 ENGiN 5 -05108108 -PER CITY ENG. (DOT) REV.
~ Q` t o N 1\ !p / ti ~ ~ / MECKLENBURG COU TY ~ / i I r~ /Q• 0 STABILITY v ` ~ / \ 4i tp P ~//ABVD A PORTION OF REAL ESTATFJFINANCE STABILITY OF ANY RETAINING WALLS ON THE SITE & DOES NOT ASSUME RESPQNSIBILITY FOR J~~O F'P~y ~.~o~ E~~, 7 -05h6108 • PER FOOD LION REV.
~ I I \ ? 2/ THEM, N I ® I ( ~ 0 0 / ( / DEPARTMENT 1 I / I ~ ti ~ / • / ~ THEM, m m~ 9.07129108 • RTAP REVISIONS
I \ J ~ ~ / h / / DB 05799 PG 291 `1 I ~ ~ _ ~ TAX # 03327 09 J a ~ / f 5. APPROVAI 5. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. W E Vy1 E
~ ~ NOW OR FORM Y r ~ Q'/ f~/ WHEN FIEI 9dt / v ~ n I ~ ~ F ~ r7 THOMAS R WA ~ J l//~l~ FROM-THE WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
-F, ~ J p ~ ~o/p / . / m AND ~ 0 0 /1 I I / ~ o / /
° SYLVIA S WALLS) 'li~/ 01 ~ ~ ~ / / 6. ALL STD. N ! I d~ I I 0 / AND C ! / 1 / / ~ ~ 1 / 6. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL, ~SSOCIA"fE~ ~SSOC{A'~y
~ ~ I / / u I / JOHN L SAGE 1 ~ 7. NON-STAN 7. NON-STANDARD ITEMS (i.e.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OP•WAY BIOOm StOte NUCfibef
~ DB 16382 PG 628 / ~ i ® ~ , • % REQUIRE i ~ ~ a LI / / / D.O.T.1N.C, REQUIRE ARIGHT OF-WAY ENCROACHMENTAGREEMENT WITH THE (CHARLOTTE D.O.T.1N.C.D.O.T)BEFQRE INSTALLATION. pr ~l wTry BL'2l 48
o ~ /
_ I ~ / \ ~ / / v. 8: ALL ROAD 6: ALL ROAD IMPROVEMENTS AT Mt. HOLLYIHUNTERSVILLE ROAD & BEATTIES FORD ROAD SMALL ix'R1~ ille~ SCtiJ~Cr BED PCO
o ~ ® / / ? 2 BE COOR[ \ / 2 J w x _ ® ~ ~ BE COORDINATED WITH THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. JeCt NUmbef eo o ~ eo 1'D zoo 487.003
y / ~ - ~ ® \ /I~/% ,~i~/r/ O~oo-~` 9. ALL DEVEI 9. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 S.F. IMPERVIOUS AREA SINCE SEPTEMBER
78 WILL c 1978 WILL REQUIRE STORM DRAINAGE DETENTION. - Sheet of
10. THE PURP 10. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
OD Ilec 19 CONVEYAI CONVEYANCE. BUILDINGS ARE NOT PERMITTED. IN THE EASEMENT AREA. ANY OTHER OBJECTS 1 inch .
~ WHICH IMI a WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. fL 23
a

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_ i ~ _ o , y / / ~ ~ \ I UILDINGS ClD, E, & F = d W _ cn ~
1 ~•Q~ X ~ I ( / ~ % ~ \ ~ ~ IN COURTYARDS TO BE NYLOPLAST OR ~ j 0 0 p ~ ~ ~ w
_ _ ~ ~ ~ EQUIVfLENT. SEE SHEET C22FOR DETAILS. ~ m cn ~ U F z ~ m
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1 /r / _ / O ~ _ / ~ / PERMITT~D ~ ~ ~ \
! - i / / / 9-- ~ .._.--69 ~ i..r•- / ~ ~ / ~ (0.3678 C.) ~ ~ ~
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\ ~ ~ 0!70 ac. I I ~ / 11 ~ / ~ / / \ / I I t 1 ~ / /
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1 p / / . \ \ . i OTE: USE- SO L ' AVATED FROM J
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CB- 7 \ / ~1 { 1 / 700:44 ~ \ ~ \ \ \ 1-~ ~ \ (CFS) (FPSj CLASS STORMWATER ETLANDS. / (IN.) (FT.) (FT,) (IN.)
11 / / ~ 700.7 \ ~ / ~ 1 l ~ 1 ~ / ~ ® FES-21 59.6 2-36 5.1 0.6 22.8 31.8 12 A
I ~ \ \ 1 1 - 1 ~ / ~ FES-25 67:5 60 6.5 1.0 45.9 INE DITCH 12 B
i ~ 1 / / c., / ~ ~ FO 1 1 1 TIE-I -f t l / ~ / i ~ 1 I. ~ FES-34 21.9 30 7.2 0!5 27.5 35.0 12 B
1 TIE-IN ~ °R ~ \ ~ ~ / _ , I ~ ~ FES-33 6.1 18 5.4 6:3 16.5 21.5 12 A
11 / FOUND. /
1 1 I ~ / 0 / i I I 1 I / ~ dI I 11 / / ' / ~ 1 I 1 / ~ i I STORM DRAT ~1 GE T
/ • ~ ~ I I PROJECT: LONG CREEK I d1~ I DATE: JANUARY 31, 2008 W
1. I I I 1 0.52 ae. ~ ~ RET t ~ / 4 1 e I ®Q
1 \ / - y .T5 i I LOCATION: MOUNT HOLLYlHUNTERSVILLE ROAI ERSVILLE ROAD, CHARLOTTE, NORTH CAROLINA REVISED: JULY 2, 2008 'Q
1 / / r 1 1 / / -6~ / / 99 61 STORM FREQUENCY (ON-SITE): 10 YR. - C=.9.5, I 1 / / ` I I o Z C.'~ 10 YR. - C=.9.5, i=7.03 JOB N0: 487.003 W
~ 1 / / / 1 / / / / ~PLAS I I ~ / . 7a i I 1 ~ \ 11 CB-9 / ~ { I I ALL PIPE SHALL BE CL III RCP UNLESS NOTEC lNLESS NOTED OTHERWISE. COMPUTED BY: JRD CHECKED BY: CTB ~ Q Z
1 / / / / ,ROOF _ I I 700. / I II 1 R F
~ / / /4 800 S / / -6~ LEA ERS ~ LINE AREA (AC.) Q t ~ 1 1 ( I 1 +7 .T'S / 1 I I I e / _ AC.) Q(CFS} Q(CF5) PIPE: (FT.) (IN:) (FPS) ' U
I 0 F.F.E. / / / ~ ~ .r.r I / / ) 1 A+ / I I I { { FROM TO OFFSITE ONSIT TOTAL CI / / / / REMARKS ~ ~ TOTAL CIA CAP. N SLOPE LENGTH SIZE UP.ST:INV. DWN.ST.INV. VEL. INLETIRIM ELEV. r L1J ~
\ - \ I / ~ ` I ! / ~ / 1 II I 1 sPLASI'i / ~ 1 / / / _ CB-1 CB-2 NIA .0.97 0.97: 6. 0:97 6.5 -11.6 0,012 1.00 38 18 701.00 700.62 6.6 CB-1 704.45. v ~ ® ~
\ ~ 1 i / C. a ~
p / ® I CB-2 CB-3 NIA .0.46- 1.43 9. I ERS / / ~ I \ \ ~ \ 1.43 9.6 10.5 0..82. 68 18 700.42 699.86 6.6 CB-2 704.40 P R = Z
\ ~I ~ 14 / - NG / I I 1 aC ~ UI I / I I ~ ~ / s ~ v=W ~
1 I / G ~ PHAt'
\ o \ 1 -8 ~ ( / ~ / { I CB3A CB-3 N/A 0.82 0.82. 5. \ - 0 / ~ 3 SF i a5- I ! 39,25 / 0 I 0.82 5.5 11.6 1..00 122 18 201:45 700.23 6.4 CB-3A 707.80 J
~ 0 70.8 / / 0 ` I I I CB-3 CB-5 N A .1 / , ~7d1.75 / ! 0 0 2.35 15 ~ ~ 1 / ~ .F.E. J 2.35 15.7 24.9 1.00 148- 24 699.26 698.38 8.3 CB-3.704.40 ~ _ ~
Q
\ 1 / / I I 1 I ~ / / II II
e i c6.4 s ~ ~ / I I C -5 NIA 0.26 0.26 1. I /1 / 0.26 1.7 4.8 0.50 64 15 698.08 697.76 $:7 CB-4.703.51. ~ U
I i / ~ I CB-5 CB-6 N/A :4 1 / I ) ~ / I 0 9 .3.10. 20 3.10 20.7 24.9 1.00 1.60 24 696.76 695.16 8.7 CB,5 702.00
J / I I ! { / / 19 ) II I ~ I
\ / ~ 9 0 / I ~ / ~ ~ ~ \ ~ / I/ / /
\ ~ / ! / ~ , ~ a / CB-7 CB-8 N/A 0.20 0.20 1. 17 PIN / \ \ \ ~ , 0.4 0.20 1.3 4.8 0.50 TO 15 696.75 696.40 3:4 CB-7 700.33
~ ~ \ / 2 RL 2% / / / ~ / ~ 1~ \ , / / / / / CB 8 CB-9 N/A 0.14 0.34 2. 0.34 2.3 4.8 0.50 96 15 696:20 695.72 3.9 CB-8 700A8
/ Y B- ~ \ ~ ~ ~ / / l
1 \ /R CB-9 CB-10 N/A 0.52 0.86 5. \ ~ _ - ~ / l / 96.0 $ / / 0.86 5.7 8.3 0:50 120 18 695.47 694.87 4.9 CB-9 700.08
- / n .3 i b~ i / / / 0 30 1.16 7. 1.16 7.8 _ 8.3 0:50 -80 18 694.67 , 694.27 5.2 CB-10700.44
- 148 ~ I cc ~ ~ / / / ~ ~ 42 / ~ IE-i / / ~ / ~ i/ / / ~ DI-6 DI-11 N1A 0.70 4.98 33 4.96 33.1 34.9 0.60 120. 30 693.27 692.55 8.0 DI-6 700:14 a u H
a RGP ~ n Efl~A~ F ~ ~ FOUND. i / /i / \ ~ ~l 97.25 / / / /
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DRAW/MGi /NFORMAT/ON ~ ` ~ -6~ ~~o , , ~ - ' / \ \ \ 1 ~ r ~ , / / ~ / \ CB 12 CB-13 N/A 0.19 0.19 1. CTB 0.19 1.3 4.8 0.50 166 15 - 698.97. 698.14 3.4 CB-12 702:60 Engineer
o 1 \ - I I ~ 1 ~ ES 25 ~ ~ ~ CB-13 CB-14 N/A 0.25 0.44 2.
r \ \ 86. V I I I ~ FE N \ ~ 1 P~.FLOOD 0.44 2.9 4.8 0.50 108 15 697.94 697.40 4.2 CB-13 701.75 JR®
m TRUE p - 1 V 1 1 \ o .~95' ~ i , s lAN ~ 1 \ _ ~ ~ E Drawn By
o NORTH NORTH ~ \ I I 69~' /i ~ i 1 / CB-15 CB-14 N1A 0.52 0.52 3. 0.52 3.5 4.8 0:50 72 15 697:76 697.40 4.4 CB-15 703.40 ®2~19f®$
/ / ~ \ Date
~o/;n I ~ \ CB-14 DI-11 NIA 0.56 1.52 10 e ~ ® 1 1 ~ •-689'" / E 1.52 10:2 11.6 1.00 .1.62 18 697.15 695.53 7.3 CB-14 702.00
One-Call Center ~ - \ 1 ~ ~ 685 ' ~ DI-11 CB-16 NIA 0.57 7.05 47 / I . ~ ~ ~ Revisions 7.05 47:1 - 53.2 0.50 80 36 692.05 691.65 8.2 DI-14 700,14
~ CaHHafaaYonDigl 4 ~ \ ` I I ~ , ~ i 1 ~ ) )2 I / ) )1 ~ ~ ~ I I ) ~ l G6-16 CB-17 N!A 0.17.. 7.22 48 1-03114(08-PER ENGINEERING REVIEW 7.22 48.2 53.2 0.50 60 36 691.45 691.15 8.2 CB-16 700.44 9.07129108 • RTAP REVISIONS
800.632.4949 / t I I / I { / ~ , a ENGINE I:NGf ,RLY \I / j \ I I / ~ / ~
FR wvnv.acox.org o~ HAS / I I \ V , ~ _ 1 ~ CB-17. CB-18 NIA 0.10 7.32 48 ~ ~ ~ ?CIS A 1 / \ I J 7.32 48.9 53.2 0.50' 80 36 690.95 690.55 8.2 CB-1 T 700.27
~ ~ R. ~ _ ~ ~ m yo ~ ~ ' \ \ I i / \ / / / CB-18 C6-19 NIA 0.07 7.39 49 / \ / N ~ ~ 1 1 I I i 7.39 49.4 53.2. .0.50 152..:. 36 690.35 689.59 $.2 CB-18 699.61
W E v~~ \ I I / I / / W E 1BI 1 rn ~ i / / GB-19 DCB-20 N1A 0.42 7.81' 52 7.81' 52.2. 53.2 0.50 160 - 36 689.39 688.59 8.2 CB-19 698.40
I \ / r v ~ / ~ ( I DA MIGHT IN SLO E i / i I ~C ~ / r /
~ I I I i l ~ / DCB-20 FES-21 N!A 1.11 8.92 59 ~ q r\ 8.92 59.6 70.6 0:20 32 (2)-36 685.07 685.00 5.1 DCB-20 697.25 TWO 36"RCP's
SOCIA SS 'f~ TT ~ U ~ I I ( I I 1 ~ ~ / N ociA w ® / ~ / / /
0 0 ~ I / 11 1 / / { ~ / ` . JB-24 FES-25 12.0? N(A 12.U 67 12:0 67.5 128.0 0:20- 56 60 686.97 686:85 6.5 JB-24 696.00 USED c=0.8 FOR OFFISTE Bloom Store Number
/ / ~ ~ ~ ~ I II
x \ DRAIN ~E EASEM FOR I i ~ ~ I /
i / / ~ GRAPHIC SCALE ~ \ \ MAINT NANCEAC I / ~ ~ / / I I / / , ~ ~ ~ / JB-34 FES-35 N/A 3.28 3.28 21 BL-2748 3.28 21.9 35.1 0.60 62 30 681.37 681.00 7.2 HW-30 681.07
o o Leo \ 1 / A BEA hroje~ Number
\ I ~ I ~ ~ ~ ~ FLOOD RRINGE ~ = ~ / _ nQ~_nn~
CB-30 CB-31 NIA 0.43 0.43 2. - TVP -VVV 0.43 2.9 10.6 2.00 40 15 687.00 686.20 CB-31691.44 Sheet of
CID (IN FEET) \ / CB-31 FES-32 N/A 0.10 0.53 3. 0.53 3.5 10.6 2.00 156 15 686.00 682.88 5.4 CB-32 691.44 C12
1 inch - 40 TAX # 033273 F3 f - CB-32 FES-33 NIA 0.38 0:91 6. a .i oQ i. i D0, 0.91 6.1 8.9 0.60 24 18 681.16 681.00 5.4 CB-32 693.95
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