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n N ~ ~ ~ This drawing and/or the desi n shown ore the
c 9 property of ESP Associates, P.A. The reproduction,
'7 1 1 alteration, copying or other use of this drawing
y Z without their written consent is prohibited and any infringement will be subject to legal action.
1 800- -4 632 4 99
M~~ 1 ESP Associates, P.A. SOD UAlf1 OiMNt~
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U. N 9 10 11 N0. DATE REVISION BY
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d io''"pN i SHEET TITLE I I PA31
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a~ L PRO,ECT A Y
O O MOORES CHAPEL JPM Y
L~c~n i ernnr~ rr+z~cr n ~ Pf:f:
CL engine eringesurveyingep tanning CITY OF CHARLOTTE N.C. WENT A
10915 Southern Loop Bovlem-rd I PA311MPACT.dwg
m Pine"Le, NC 28134 [phone]
0 C CROSSMANN COMMUNITIES, INC.
a i 4339 STUART ANDREW BOULEVARD, SUITE 201
w CHARLOTTE, NC 28217 PH: [phone]
FAX: [phone] ? OF? SHT

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= a° N= 56Q086.38
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f ti _ ~ _ rl - - m ` 4~' ~ ~ 4~ INDEX OF SHEETS
10
- 55 ~ 1 9 6 9 55 ~ ~ SHEET N0. 1 COVER SHEET
3 6'2 61 60 ~ ~ ~ so 47 SHEET N0. 2 DEVELOPMENT DETAILS
17 59 58 i 57
19 - 56 ss Qo SHEET N0. 3 DEVELOPMENT DETAILS y qg qg ~ SHEET N0. 4 SIiE PLAN
20 ~ A1V?' C
m 21 _ ~N ROAD 3s SHEET N0. 5 ENTRANCE PLAN - ~IOORES CHAPEL ROAD
° 22 - - N ~ - - SHEET N0. 5A SPOT GRADING PLAN - MOORES CHAPEL WIDENING
0 2 ry 24 t~ 25 26 _
SURVEYING ENGINEERING FIRf~ 27 28 29 30 - 38 SHEET N0. 6 STORM DRAINAGE AND GRADING PLAN - SHEET N0. 7 STORM DRAINAGE AND GRADING PLAN
31 32
PLANS PREPARED BY. ESP ASSOCIATES, P.A, 32 33 ,34 35 37 SHEET N0. 8 PR~ILE -QUAIL STREET 3s SHEET N0. 9 PROFlLE -RED ROBIN STREET, APPLE DOVE COURT
U P.O. BOX 700 PINEVILLE, N.C. 28134 ADDRESS:
SHEET N0. 10 PROFILE - PRAIRIEGROUSE COURT, SPARROW SPRINGS LANE
PHONE: [phone] ~ ~ ' SHEET N0. 11 PROFlLE -PHEASANT GLEN ROAD
m a ` ~c~.al SHEET N0. 12 EROSION CONTROL PLAN
I c V
C N6 E DEVELOPER CROSS~IANN COf~~IUNITIES, INC. SHEET N0. 13 EROSION C~ITROL PLAN
rn ~ I P SHEET N0. 14 EROSION CONTROL DETNLS
N J ADDR 4339 STUART ANDREW BOULEVARD SUITE 201 ~ ~ ESS , SHEET N0. 15 FLOOD STUDY CROSS-SECTIONS
~ a I Y 1 SHEET N0. 16 FLOOD STUDY CROSS-SECTIONS
CHARLOTTE, NC 282 7 ~ a ~ 1v, ~
^1 I I ~ h PHONE: [phone] ro. PRELIMINARY UNLY SHEET N0.17 FLOOD STUDY CROSS-SECTIONS SHEET N0. 18 ROOD STUDY CROSS-SECTIONS
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a~ _ ~ ~ ~ r ~ NOT FOR CON~TRUCTIO~f
o g ~I ~ 99 9
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ESP ASSOCIATES P.A. m ~ /1 f 1(1' DATE. INITIAL:
a engineeringesurveying.pdanning ( U 1 a ( U U
T
10915 Southern Loop Boulevard = Pineville, NC 28134 [phone] PA31COV.DWG
o L
Lt ti SHEET 1 OF 18
W

R/W STORM DRAINAGE NOTES:
-50' RlGlil ~~)F 1'JAY GENERAL NOTES: 1) All construction to be in accordance with Charlotte-Mecklenburg
1 Boundary survey information by Land Development Land Development Standards Manual and the City of Charlotte
25' (MIN.) - - - 25' (MIN.) ervices for Grossman Communities dated April 15, 1999, Subdivision and Zoning Ordinances. and provided to ESP by owner. Topographic information
was obtained from Mecklenburg County Mapping, 2) Drainage design based on Rational Method.
B'-D" (MIN.) -14' -ter _ _ _ - 14' - 9'-O" (MIN.) 3) Contractor(s) constructing improvements shall be fully responsible
4' CONCRETE 4' (MIN.) 4' ~MIN~ 4' CONCRETE - 2) All improvements shall conform with the for compliance with governing ordinances as interpreted by the
SIDEWALK -t2' _.__.-_----~12' w-. SSTD. 10.22 2' VALLEY (STD. 10.22) 2' ( ) ALLEY SIDEWALK Charlotte-Mecklenburg Land Development City of Charlotte Engineering Department.
- 2' ,~-1~'l" ASPHALT TYPE I-2 GUTTER ER EASEMENT Standards Manual, the City of Charlotte Zoning Ordinance, and the City of Charlotte Subdivision 4) Contractor(s) constructing improvements shall be fully responsible
_ - --w-_-_ ~ _ r.-. -..rE------ SLOPE 1 4" PER FOOT MIN SLOPE 3/A" PER FOOT / SLOPE 3/8" PER FOOT SLOPE 1 4' PER FOOT MIN (AS REQUIRED) for requesting location, from the proper party, of existing Ordinance.
1 I - I - - - - - I ,::~:t,.~ _ , n _ ~„,.r~",' III I ~I~li iir~tf~t~,t! ~i I ~ ~ utilities prior to the commencement of construction.
2 - ~ "'~~~'r``'' 4 SIDEWALK (TYP.) 35 R ~ _ 3) The contractor constructing the 5) The City of Charlotte Engineering Dept. shall be notified
- OCATION MAY VARY B C 111 ~ 2'-0" VALLEY GUTTER ~`8" i;OMIACIEIT AGGREGATE BASE COURSE 2'-0" VALLEY CUTTER -I, I _ improvements shall be fully responsible 48 hrs, in advance of the commencement of construction activity. for compliance with governing ordinances
or, a" I+nuMwous coNCRETE RASE a1uRSE, sro. 1o.r~) 1 ~r~ SEE TYPICAL STREET (sTO. 10.10 rrhL w~ ( I as interpreted by the City of Charlotte 6 Under round drains e s stems shall be installed in areas within
2 ~ CROSS-SECTION) _ = ~ En ineenn De artment. ) 9 9 y 9 9 p the street right of way where there is evidence of subsurface
4 Controctor total) res onsible for water, Y P
CLASS VI - - RIGHT OF WAY obtaining locations of existing utilities prior to the commencement of construction. 7} Rip-rap required for all pipe outfalls (CMLDS #20.23)
STD. N0. 10.01 D ETJ
( ) 5) City of Charlotte Engineering Department 8) PDE Denotes public storm drainage easement. I to be notified 48 hours in advance of
the commencement of construction. 9) PrDE Denotes permanent storm drainage easement.
0 3
STREET CENTERLINE ~ ~ R/W R/W 6) Property Zoned R-3 10) Minimum cover on storm drain pipe to be 2.0 feet, unless the pipe ~ 4' is a reinforced concrete pipe with Class IV reinforcing (minimum
40' RIGIi l -i)I WAY _ - N \ m - = cover of 1,0 foot).
- - - -127 055-49-120 7) Tax Parcel 055 49 125, 055 49 11) Public storm drainage easements nre to be maintained by the
G property owners. Pipe systems and/or channels located within public drainage easements are the maintenance responsibility
20' MIN. ---------__-_--------~--..y__ -20'(MIN.) - ( ) of the individual property owner. 8) Deed Reference. Book 10858, Page 878
, HT-OF-WAY -_._11' 9-0 MIN. RIG
9'-0" (MIN.) -----ll' .-.:.o _ ( ) 9 An on-site demolition landfill re uires the 12) Permanent storm drainage easements must be recorded with y q metes and bounds descriptions and the appropriate notes
4' CONCRETE 4~ (MIN.) 4' CONCRETE SIDEWALK 4' (MIN.) -_r-- ----9':.- v - SIDEWALK ~ issuance of a permit from the Mecklenburg County detailing maintenance responsibilities. Health Department and the Mecklenburg County
(STD. 10.22) _ 2' (STD. 10.22) 25 R 2' Zoning Administrator.
i~ - - i-1/2° ASPHALT TYPE I-2 R~W I--7~ _ / ~ SLOPE 1 4" PER FOOT(MIN) 13) Pipe systems located within permanent storm drainage easements 10) The specific location of on-site demolition landfills in the (City/County) are to be maintained by the (City/County)
-I I SLOPE 1 4 PER FOOT MIN / _ _ _ i SLOPE 3/8" PER FOOT .>LOPE 3/8 PER FOOT - 1 I ~ I I . _ ~=1Tf==_ - , . ^ . - ~ I I 1=1 I ~I I hI I I-_ will be determined by the Mecklenburg County Nealth in an "on-call" manner. The (City/County) will neither be Department and the Mecklenburg County Zoning responsible for the grounds within the permanent storm
II -111 III-~II-T_:,:..;;.~~:~.:~.:,..: VIII 111 ,I „ -i I IT I I, , ~ I -r rr ~ ~ i-iT'~i i i- r. . r.:'... ~ -iii-iTf-iii-rr ~ i _I - y Administrator through the permitting process. drainage easement nor removal of any obstruction in that area.
2 III- - 11) Project to be completed within (3) three years. 14) Minimum grade of storm drain pipe to be 0.5%.
2'-0" VALLEY GUTTER \ 2'-O" VALLEY GUTTER 1 T -III- (STiI. 10.1"1) ~U.' I,C1MfAC1LU AGGREGATE BASE COURSE (STD, 10.17) -I~
OR ~4° UI (OMINOUS CONCRETE BASE COURSE, 2 IYPI: IIU 12) Subsurface drainage facilities may be required in 15) Catch Basins at intersections shall be built 10 feet from radius the street Right of Way if deemed necessary by the points, regardless of how drawing may appear. (See CMLDS
inspector. X10,30 for more detail).
CLASS VI - L ' STD. 10,15D 13) Developer will provide street signs per 16) "As-built" drawings and plans of the storm drainage system must
STD. N0. 10.02D , " be submitted prior to subdivision final inspection to the City, CMLD Std. 50.05 (9 only}. En ineering Department in accordance witf~ the City Subdivision
° o ~ ETJ Ci s ( ) (ETJ) g. 14 Si ht triangles shown are the minimum Ordinance.
9 required. Further requirements may be made by
the North Carolina Department of Transportation in accordance with County Code.
15) The City of Charlotte Engineering Department SITE STORM DRAINAGE SPECIFICATIONS has not reviewed the structural stability of any
retaining walls on the site and does not assume Curb & Gutter Charlotte Mecklenburg Standard 10.17
responsibility for them. Curb Transition Charlotte Mecklenburg Standard 10.19 & 10.20 Sidewalk Charlotte Mecklenburg Standard 10.22
Residential Driveways Charlotte Mecklenburg Standard 10.27 16) In order to insure proper drmnage,
~ a a keep a minimum of 0.5~ slope on the curb. Catch Basin In Valley Garb Charlotte Mecklenburg Standard 10.29 & 10.30
m • Handicap Accessible Rarnp Charlotte Mecklenburg Standard 10.33A, 10,338 & 10.35 ~ 17) Coordinate all curb and street grades at Catch Basin Charlotte Mecklenburg Standard 20.01 & 20.02
Ul D ~n intersections with City of Charlotte Inspector. Double Catch Basin Charlotte Mecklenburg Standard 20.03 & 20.04
Storm Drain Manhole Charlotte Mecklenburg Standard 20.09 & 20.10
MIN. (MIN.) ~ ~ ( ) o D~ 18) Street and lot locations are tentative and Frame & Grate for Drop Inlet Charlotte Mecklenburg Standard 20.14 approximate, The owner will furnish the precise Concrete Endwalls Charlotte Mecklenburg Standard 20.16
5'-0' 4'-0' VARIES-_-- - 4'-0' S'-0" ~ ? - - ~ 1 -0 ~ U m street and lot layout for use in staking out Concrete Wingwalls Charlotte Mecklenburg Standard 20.17
~ o z7 improvements. Any changes in street alignment Rip-rap Charlotte Mecklenburg Standard 20.23 & 20.27 requires prior approval of the City of Charlotte Street Signs (9") Charlotte Mecklenburg Standard 50.05
1 4' FT. W D 1/4 /FT ~ ~ J 1 W ~ En ineerin De artment. 9 9 P Typical Local Residential to Local Charlotte Mecklenburg Standard 10.37
~ ~ 2 ~ 'o ~ Limited Residential Street Taper
~ D G ' r ~ ~ 1~ ~L 19) Iron pins to be placed at alf property corners. ~ Contractor is responsible for obtaining the current version of these specifications
i 1 MINOR ARTERIAL 51~RCI~f ~ ~ ~Z 20) Grading permit must be issued prior to any and constructing ail site improvements in accordance with the current specifications. ,
- 2'-6" CURB AND GUTTER v ~ I 4' SIDEWALK site grading activities.
i 21) Approval of this plan is not an authorization to MECKLENBURG COUNTY
20' R 100' R/W (WNWWD grade adjacent properties, When field conditions
2' VALLEY (;UTTER warrant offsite grading, permission must be obtained Department of Environmental Protection from the affected property owners.
10'-0' t o'-o" Solid Waste Disposal
22) In rolling and hilly terrains, sweeping of the stone NOTES
base and/or application of a tack coat may be
1'-0" 5'-0' 4'-0' VARIES-____.. 4'-0' 5'-0' '-0 re wired near intersections. These requirements will A.) All on-site waste disposal (stump holes) require prior q a royal from the Mecklenbur Count De artment of be established by the inspector based on field conditions. pp I rote( ion MCDEP and the issuance of a
i /4./Fl. 1 /4'/FT J 1 Environments P t ( ) land use permit from the Mecklenburg County Zoning
2 23) Handicap accessible ramps required at all Administrator.
J M• intersections (CMLDS ~10.33A, #10.338 & #10.35). B.) All approved on-site disposal (stump holes) shall
J1 s MAJOR ARTERIAL STREET 2'-e' CURB ANO cuTrER 24 The developer shall maintain each stream, conform to the North Carolina Solid Waste Management
) Rules 15A NCAC 13B .0560 .0566, the Mecklenburg County creek, or backwash channel in an unobstructed
state and shall remove from the channel and Solid Waste Management Regulations and the Mecklenburg ry County Department of Environmental Protection (MCDEP) banks of the stream all debris, logs, timber, junk Procedure for On-Site Waste Disposal.
PAVEMENT SCHEDULE NOTES, and other accumulations. Notification of these requirements shall be
PAVEMENT THICKNESS AND TYPE TO BE DESIGNED 1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE communicated to subsequent developers and builders.
REVISIONS BY THE APPROPRIATE CITY\COUNTY ENGINEERING DEPT. WffH THE APPLICABLE SUBDMSION ORDINANCE. NO, DATE DESCRIPTION BASED ON PROJECTED TRAFFIC VOLUMES AND CALIFORNIA 2. DffCH TYPE STREET IS TO BE USED ONLY WHEN 25) Non-standard items (i.e. pavers, irrigation systems, etc.) in the right-of-way require aRight-of-way C.) A plan depicting the rp noosed location of any sites
BEARING RATIO TEST RESULTS PROVIDED BY THE DEVELOPER. APPROVED 8Y APPROPRIATE CITY/COUNTY ENGINEER. THOROUGHFARES SHALL BE DESIGNED IN ACCORDANCE 3. THE CROWN (TRANSVERSE SLOPE) FOR BOTH SECTIONS Encroachment Agreement with the NCDOT or CDOT before (not shown on this plan) shall be submitted to MCDEP as
WITH A POLICY ON ON THIS SHEET IS 1/4' PER FOOT, ,y installation. soon as the locations have been determined,
AND ST)3~j~, AASHTO, LATEST EDmON. APPROVED DATE STD. 10.15D 26) Fills which will support footings and foundations
ETJ) shall be installed and tested in accordance with ( that a minimum accepted engineering practice such
CHARLOTTE - MECKLENBURG I YPICAI_ SECTIONS allowable bearing capacity of 2000 psf is achieved in
LAND DEVELOPMENT A R I E_ I-~ I A L STREET accordance with the North Carolina State Building Code.
STANDARDS COMPREHENSIVE STfZEET CUISSI~ICATION SYSTEM (CLASS III AND IV) 10.05 Alternatively, the developer may fill lots without providing
a minimum 2000 psf bearing capacity as long as the developer discloses to the buyer that the foundation
NOTE: material may not meet NC Building Code Standards.
3 REFER TO SHEETS 5 AND 5A FOR DETAILED INFORMATION REGARDING
IMPROVEMENTS TO MOORES CHAPEL ROAD. CURB AND GUTTER AND 27) Any building within the 100+1 floadline is subject to the restrictions of the City of Charlotte Zoning
° SIDEWALK IS REQUIRED ON PROJECT 51DE OC MOORES CHAPEL ROAD ONLY! ° N Ordinance, Section 7.200.8,
m
N 28) Any construction or use within the areas delineated CNl N.C. ONE-fill. as Floodway District Fringe Boundary line or Floodway ~~'NIO~ This drawing and/or the design shown are the
O N District Encroachment Boundary line is subject to the property of ESP Associates, P.A. The reproduction,
m restrictions imposed by the Floodway Regulations of the alteration, copying or other use of this drawing City of Charlotte and Mecklenburg County. without their written consent is prohibited and any
0 infrin ement will be subject to legal action.
r, s Cha el Road should - g 29) All road improvements on Moore p 4 4 9 80
a~ be coordinated with the city Engineering Department prior ESP Associates, P.A. to construction,
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a a 01 REVISED PER NEW SITE LAYOUT SMG/PGG 1 6/28/
C C
E NO. DATE REVISION BY
N N 0
L UI SHEET TITLE P OJEC 0 PA31 _
,C L S L
a DEVELOPMENT DETAILS NO SCALE A
a~ a 21501 AM J PROJECT AWN BY
f i D ~t ~r ~~~~rd fl , d~, JAM
~ - , ~ , ' ,A 1 ~ - ; M~~ltiErJ I~H~PEL CHECKED BY I ,i PGG
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0 ~ ~ ~4~ ~ CHARLOTTE N.C. ~^~1 ' ~ . CLIENT AWING 0
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.--I iJAJi 611?NV viLi1 Liv 1 •Lr• A Tow y
a a engtineering.surveying.ptanning F CROSSMANN COMMUNITIES IN
4~ 10915 Southern Loop Boulevard
Pineville, NC 28134 [phone] v - 4339 STUART ANDREW BOULEVARD, SUITE 201 CHARLOTTE, NC 28217
o - L CL PH: [phone]
FAX: [phone] ? OF 18 SHT
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66 i

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~
_.1; VARIES -X6.5'-? ?.'-6"-_~ _r H 2'~-6° CURB AND GUTTER, STD. 10.17 ~FN RAL NOT S: TABLE 1.
1~~ TRIP ~ PLANTINGS 1. UNLESS OTHERWISE DETERMINED BY THE CITY ENGINEER, THE MEASURES ILLUSTRATED CLEAR ZONE DISTANCES
,.-2'-s" ~ I~ HANDRAIL, sTa 5D.D4 LOCAL C01 T R THAN OR E UAL TO 24 INCHES ~ 7 - ~-~VARIE5 SHALL BE USED WHEN CULVERT DIAMETER, D, IS GREAE Q LOCAL, COLLECTOR, AND COMMERCIAL STREETS
SEE NOTE vARIE5 " AND WHEN THE DIFFERENCE IN ELEVATION BETWEEN THE CULVERT INVERT AND THE TOP S 4 -0 SIDEWALK, STD. 10.21 CLEAR ZONE FROM t:DGE OF PAVEMENT
_ ` 1„~~, ,1 OF SLOPE, H, I,i GREATER THAN OR EQUAL TO 5 FEET. _w______._.._ „ DESIGN ADT H1 2'-•0" VALLEY CUTTER. STD, 10.17 - DESIGN ADT - TANGENT SECTION CURVE (WITHIN 125' OF CULVERT)
_ 2. INSTALLATION OF 2 6 CURB AND GUTTER MAY NOT BE REQUIRED WHEN AN ADEQUATE ~ ~ 1 H ~~I 1L"° RB TRANSITION 2'-6" CURB AND CLEAR ZONE IS PROVIDED FOR VEHICLES WITH A MAXIMUM OF 6:1 SLOPE (SEE TABLE 1).
w 2 lit CU UNDER 750 2 M M~ GUTTER TO 2'-0" VAU_EY GUTTER, UNDER 750 10' 15' 1--1/8"
> STD. 10.19 3. INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 10-FOOT PEDESTRIAN CLEAR 750 - 1500 ZONE IS PROVIDED BEHIND THE SIDEWALK WITH A MAXIMUM OF 6:1 SLOPE. WHERE N 750 - 1500 12' 18' - 0
_ PIPE CULVER7~ \ SIDEWALK IS REQUIRED, INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 15-FOOT 1501 - 6000 _ VI BEHIND THE CURB WITH A MAXIMUM OF 6:1 SLOPE. 1501 - 6000 14' 21' 3-7/8"
ENDWAI.L PEDESTRIAN CLLAR ZONE IS PRO DED OVER 6000 16' 24'
4. FOR CULVERT CROSSINGS WITHOUT ENDWALLS, LH AND LC2 SHALL BE MEASURED FROM OVER 6000 N ENDWALL 5 CTI N A - A THE OUTSIDE OF THE NEAREST WALL OF THE CULVERT BARREL
w LH .....16' TRANSITION 5. FOR MUUTIPLE BARREL CULVERT CROSSINGS, LC1 SHALL BE MEASURED FROM THE 0
ENDWALL A 20 0 CENTERLINES OF 111E OUTBOARD CULVERT BARRELS.
0
M LH =DISTANCE FROM END OF WINGWALL TO 6. WHEN NECE5SAfiY, A5 DETERMINED BY THE CITY ENGINEER, MEASURES ADDITIONAL _ _ _ _ _ ~ _ _ _ _ _ _ __._~R/W END OF HANDRAIL TO THOSE ILLUSTItgTED MAY BE REQUIRED. MINIMUM WEIGHT q q
R/W_ S RING 96 LBS DIAMOND PATTERN COVER 86 LBS
' ' '••~"°°~i~ LC1 =DISTANCE FROM ~ OF CULVERT 7. INSTALLATION 01" HANDRAIL IS REQUIRED ON THE SIDEWALK SIDE OF STREET IF SIDEWALK ; . ~ . ~ ~ + • . . r••~' ' , ~ ~ ~ ~ , . • ~ ~ ~0'. ; a"" - • r~ 6" CU 7TER I5 ONLY REQUIRED ON ONE SIDE OF STREET. INSTALLATION OF HANDRAIL IS REQUIRED ON „ .4a • , ~ a TO END OF 2 - RB ANb AU
• ~ : ~ ~ • • • • __P• • 'rvd ' • m _ CUTTER, BOTH SIDES OF ;;TREET IF SIDEWALK IS REQUIRED ON BOTH SIDES OR IF NO SIDEWALK • c 15 REQUIRED.
L.C2 -DISTANCE FROM END OF WINGWALL
' ~ 'TO END OF 2°-6" CURB AND GUT1`ER. 6. DESIGN AD7 15 CALCUL4TED ASSUMING A TRIP GENERATION OF 13 DAILY TRIPS PER ' ~:'.5• . . • • ~ ' ; ~ , ~ ` • SINGLE FAMILY DWELLING UNIT. ~a.~_. 3
• L 2 . Ht H ~ -~----100'-0~ MIN.------ ~17~ FI~
H PLAN VIEW
LC1 -17.5--0' MIN.-_
- - --2'-4" DIA. - 1'-11-3/8" DIA. -
i,~ 1'-11" DIA,-
n_ n. LI 2-t/8" 3/8"
H1 H2 (H~ H1
____.._.._.Y,.._. C; 3/4"
~ '
M 4" .._1/2" DIA. 1/2" RADIUS
_ - _ _ . _ _ .._._.__R/W REVISIONS REVISIONS R W- - - ENDWALL REVISIONS N0. DATE DESCRIPTION ~..----1'-10-3/8" DIA.
N0. DATE DESCRIPTION N0, DATE DESCRIPTION 2'-3/8" DIA. -
A -~---r,El. IVOTC- 7
~?I.AN VIk~~W _._._~.r.W..__
APf'f~70VCD DATC~_ MPROVED DATE SECTION A-A APPROVED DATE
- - - ~ ~ - _r, • - - CHARLOTTE MECKLENBURG i - ENBURG ~ - RT CROSSINGS CHARLOTTE MECKL ~ ~ C U I_VE _c~ - - CHARLOTTE - MECKLENBURG covER ING AND MANNO~E R (~N RC~IDf-_NIIA~._ INGS
c,~_i_vE c LAND DEVELOPMENT _ LAND DEVELOP - C~~- ~ = - ~ R - TC H BAS I N
LAND DEVELOPMENT , . , T~y..N~. _ R~v~ - ~ A~1D COMME_RCIAI__ C~ ~~f wl I I I , 11, I_ . ~ T L__ C_ I Af~ _ STANDARDS f R S B TYPE CA 0 ~ CA E_ R~C I A I l F~ l_. r STANDARDS 20.058 1 a.36B
STANDARDS 10.3~1a
C A
- ~ RING AND COVER '°'"°-~'--i" STD, 20.058
4" CONCRETE
I COVER
Y _ - 4" GENERAL NOTES.
OPEN 8"
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK. 8~` 2, ALL CONCRETE TO BE 3600 PSJ COMPRESSNE STRENGTH.
A X X 3. ALL CATCH BASIN OVER 3'-8" IN DEPTH SHALL BE PROVIDED WITH STEPS
~ - 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. 4. CONCRETE BRICK MAY BE USED IN UEU OF HARD COMMON CLAY BRICK.
5. JUMBO BRICK WILL BE PERMITTED. - 6. TOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6 -0 .
- 7. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. P IN STORM DRNN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INIFT PIPE Y 8. ALL PIE GROUTED AND BRUSHED SMOOTH. INSIDE WALL,
C Y-Y 9, REFER TO 10,29A AND 8 FOR PLACEMENT OF CATCH BASIN. FABRIC PLAN SECTION 10. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FlLTER
OR STONE ON BACK SIDE.
° - ~__________W. _____.___.r_~~ 11. THIS CATCH BA51N IS NOT TO BE USED WITHIN STREET RIGHT OF WAY UNLESS OTHERWISE APPROVED BY CITY/COUNTY ENGINEER.
4" CONCRETE COVER
n
I OPENING B"
~ NOTE: 8" OPENING TO BE
e„ PROVIDED ON ALL FOUR SIDES. D
DIMENSIONS OF REINFORCING COVER
;:f. 6„ BOX AND PIPE DIMENSION
z ~ ~ :a a ~ ` PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL D A B H(MIN.) NO. LENGTH N0. LENGTH LBS. F G
w ~ y. SECTION X-X 30" 4'-0" 9'-0" 3'-11" 2 4'-7" 9 9'-8" 5'-4"10'-4"
i I
~ }
N
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRLSSIVI: STRENGTFI.
1' REVISIONS 2. TYPE OF PIPE TO BE USED IS 1-5/fl" MA;(. O.U. ULAG1( IRON, LOW CARBON PIPE.
N0. DATE DESCRIPTION 3, ALL JOINTS TO HAVL: A 1/2" FILLET WELD ~1f ALL JOINTS•
4. AFTER INSTALLATION PAINT ASSMBLY WITH ULACI( Al.l_ WEATHER ENAMEL.
5. TO BE USED AS REQUIRED BY THE APPROPRIATE CffY/COUNTY ENGINEERING DEPT. APPROVFb DATE
m L " - T H BAS I N SLAB TYPE CA C 30 PIPC
CHARLOTTE -MECKLENBURG _ 1 ,L _
1YI I~ •,~I I IA~IDRAI~_ LAND DEVELOPMENT T . N YI - 29 Ail D 33
STANDARDS 50.04 0 0
CU _ .
Ql ti CNl N.C, OIE-CAI
O .--i ~ ~ This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction,
V ti alteration, copying or other use of this drawing
N O without their written consent is prohibited and any
infringement will be subject to legal action.
- -4949 800 632 ESP Associates, P.A. ~V(NO UN~f OAWGE
C U
Ol
3 U
CV J
V.1 ti
(r1 Q
a C 1 6/28/01 REVISED PER NEW SITE LAYOUT 5MG/PGG
C m N0, DATE REVISION BY
E
O L U SHEET TITLE PR J T N PA31
Y S AL
L m o_ J DEVELOPMENT DETAILS NO SCALE ( DATE
m t , 21501 ~ ~ ~ I _ ~r, DAWN BY
a ti ~ ~ . , .a' NRO~ECr JAM
t LJ ' MOORES CHAPEL CHECKED Y ~ ~ ,1 PGG
N
L O ~ . CHARLOTTE N.C.
s - T7lYT I /Y~"I /YT .1 R1T.TCY )"1 A D A4NNG N
L' Zt' AOZ) UGJAJ ZO 1'.A. ~ucn 1 PA31DEV2.DWG
engineeringosurveying.planning )ATEO-"- 1 ~ 11TI
INC CROSSMANN COMMUNITIES,
-u 10915 Southern Loop Boulevard Pineville, NC 28134 [phone] N 4339 STUART ANDREW BOULEVARD, SUITE 201
O L CHARLOTTE, NC 28217
CL .-1 PH: [phone] FAX: [phone] of 18 SHT
W
N

i
1. THIS PROPERTY IS SUBJECT TO THE S.W,LM, BUFFER REQUIREMENTS. THE DEVELOPER ELECTS TO TAKE ADVAN7ACI: OF 111E 7.ONING
ORDINANCE SEC110N 12.805, INCENiiVES, SEC110N 3 TO OFFSET BUFFER REQUIREMENTS.
2. THE STREAM SIDE ZONE ~ THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. e ~
F~ ti~ MF ~
3. NO FlLL MATERIAL CAN BE BROUGHT INTO ANY OF THE BUFFER ZONES. q OZ 0~, OF F
4. GRADING AND OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN iliE UPLAND ZONE; HOWEVER, THESE ACTIVITIES MUST BE XISTING TREES. GRASS OR OTHER SUITABLE GROUND I PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF t . ~
COVER CAN BE APPLIED TO THE UPLAND ZONE, \ / ~ 0~ ~F
S7 R I C ACTIVITIES / I ~ i 5. THE OUTSIDE BUFFER BOUNDARY MUST BE CLEARLY MARKED 8Y ORANGE FAIIRIC FENCING PRIOR TO ANY LAND DI U BN, ^ / S
AT THE SITE AND THIS FENCING MUST BE CALLED OUT ON THE PLANS. < ~ / / C p DNAPE o ~ l RD. ~P ~ o
6. NO OCCUPIED STRUCTURES CAN BE PLACED IN ANY OF THE S.W.I,M, BUFFER ZONES. NON-COMMERCIAL BUILDINGS FOR 574RAGE ' POp. y , ~
T, + CAN BE PLACED IN THE UPLAND ZONE PROVIDED THEY DO NOT EXCEED 150 SQUARE FEE n \ 2
' / NDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON AT STREET CROSSINGS AND THIS ' 7. THE OUTSIDE BOU , - _ SITE ~ c~
IRON MUST BE CALLED OUT ON PLANS. \ ' ~ aR~s o
TH .W.I M. BUFFER MUST BE MEASURED HORIZONTALLY ON A LINE PERPENDICULAR TO THE SURFACE WATER, LAND WARD FROM 1HE / ; Qa 8. E S , < ,L NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MO ppE~ DB 10486 PG 380 Cµ
TOP OF BANK ON EACH 510E OF THE STREAM. TAX ID 05549119 R~' # ~Q
9 TEMPORARY SEDIMENT BASINS CANNOT BE PLACED IN THE STREAM SIDE ZONE. ~ f ' / ; + + ORTH CAROLINA DEPARTMENT OF TRANSPORT/ (/F OF TRANSPORTATION , R~ F
10, ANY ACTIVITY IN THE BUFFER MUST COMPLY WITH THE LAND DEVELOPMENT STANDARDS MANUAL. / i ~ DB 09990 PG 571 / , TAX ID #05549116 571 I O ' 1116 / v ~
11. ENGINEERED OR IMPROVED CHANNELS AND PIPED STORM WATER ARE NOT ALLOWED IN OR THROUGH THE BUFFER, INVERT' ELEVATIONS i \~5 ~ ~V
AND ADJUSTED IF NEEDED TO BE ZERO TO ONE FOOT HIGHER THAN THE BUFFER BOUNDARY. ~ ~ ~ AT PIPE OUTLETS MUST BE FIELD VERIFlED /i S88'33'47"E 227.40' ~ Ng695'57"E 155.89' pp
DRAINAGE AREAS MUST BE DESIGNED TO ALLOW WATER TO SHEET FLOW ACROSS THE BUFFER TO FILTER OUT POLLUTANTS. ENERGY / / PROPOSED R1W DISSIPATERS DIVERSION DEVICES OR WETLAND FLOW MUST BE USED TO SPREAD CONCENTRATED FLOWS. DESIGN DETAILS FOR THESE / - - y~ , Cs'
DEVICES CAN BE OBTAINED FROM THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL AND THESE DETAILS MUST 8E ~ ~ ' V 3 ',OPOSED R/W
SPECIFIED ON PLANS. ~ ~ PROPOSED R/W e _ _ -
INEATION OF EACH ZONE AND A DIMENSION FROM A SPECIFIC LOCATION MUST SURVEY BENCHMARK ~ ~ / E° \ , ' ' 12. STREAMS AND BUFFER BOUNDARIES INCLUDING THE DEL + / 5/ ~ J , 100+1 BENCHMARK / ~ PROPOSED R W BE SHOWN ~J ALL SURVEYS AND RECORD PLATS, INCLUDING INDIVIDUAL RECORD PLATS FOR ANY LOT AFFECTED. NCGS MON. "KIM" ~ Q~i / W,
NC GRID COCRDS. NAD a3 / ' RUTH ANN LOVE SMITH 0°` ~
IA ONCERNING THE BUFFER 70 EACH BUILDER (PNIOR 7O BUILDING N=SSO oas.3e } ~ % 13, THE LAND DEVELOPER MUST DISTRIBUTE EDUCA110NAL MA1ER L C DB 2861 PG 0087 CONSTRUCTION AND TO EACH HOMEOWNER PRIOR TO BUILDING OCCUPANCY), MATERIAL IS AVAILABLE THROUGH TIIE DEPARTMENT OF E=1,41i,asas3 ~ / TAX ID 5549117 7 ~ ? ~ ~ ~ VICINITY MAP r~ 'I
ELEV = 756.56 F'T + / / ~ 4 ENVIRONMENTAL PROTEC110N BY CALLING 336-5500. ,l~ / ~ N TS RFq '
FF R REGULATION IYRIOR TO DEVELOPMENT. HATCHED AREA TO BE 14. THE LAND DEVELOPER MUST NO11FY ALL SUBCONTRACTORS AND HOME BUILDERS OF THE BU E ~ \ ~
DEDICATED TO NCDOT / 88 i (PROPOSED R/W) , ~ 14,919 ~x / , ~ 88 14,919 SF
~i ~ FPE= / \ 700.0 / ,p FPE= 700.0 87
89 10,895 z e._._.._.-...~..
/ ~ o~ ~ 11,158 SF ~ FPE= F O 1,158 SF 696.01 ~ SITE DATA
Q j ! 4' CONC. ~U 3x ~ ; U 2 , 11 a :i, ~
/ / , / ~ SIDEWALK (TYP.) 90 u 3A 22' ~k 2 ~ . ,y~' z*D° sF ° TAX PARCEL NUMBER - -
CURVE TABLE ~ 0 9,176 SF > p~ h s + , ks o_ # 055 49 125, s ~I~ ~ ~ z
CURVE LENGTH RADIUS TANGENT BEARING" CHORD DELTA r 3 I ~ 4r Q 055 491-27 ~ tr ssso ~ E
Ct 272.54 i966.76 136.49 S40'00'01 W 272.32 0756 23" / ~ 0~ \~A' FRED R. CHASTAIN & WIFE ti C2 180.16 475.OD 91.18 S5T38'O6°E 179.08 21'43'53" / EVELYN F. CHASTAIN ' 15 p ~'H FUTURE R/W D0 055-491-20
C3 9.33 644.30 4.66 805'29'34"W 9.33 00'49'46" 35' MEASURED FROM C/L 5657 PG 920 w~ 91 a 70 BE DEDICATED TO NCbOT ~ ~ DB ry ~ 8,427 SF a a ~ zx ° - J---- o ~ ° 10858-878 ~ o° w m DEED BOOK AND PAGE # ,
C4 206.52 150.00 123,40 S45'44'11"W 190.59 78'53'07" ~ / TAX ID #05549118 y°j C5 21.25 150.00 10.64 NairoT16"E 21.23 08'06'59" / 'h 79 , . / ,EE PLAT RECORDED IN DB 1120 PG 602-605 A 85 s9o.4 - w a ~n
nss 92 C6 18.00 150.00 9.01 N73 3726"E O6 52'36" / p 10,786 SF ~ BOO . n~ FP = ~ ~M~: ZONING R-3(CLUSTER)
C7 210.32 175.01 119.96 876'35'36"w 197.89 68'51'22" / 72~ PQ° 8,667 SF . ~y / C8 86.24 151.01 44.33 N52'30'15"W 85.07 32'43'10" ~ ,~O y ~ 692.0 p . r"..."~ I Q O /S, _ ~ a~0
C9 168,90 175.00 91.68 S07'50'O6"W 162.42 55'17'51" Q ~ ~ M P \ ~A' ~ ~ ~ G 0 z~.D° T w AVERAGE LOT AREA 10,000 SF. x G . o m Q _ ~ o
C10 22.26 150.00 11.15 S80'55'10"E 22.24 08'30'10" © ~ 5/ r C11 246,30 150.00 161,08 N4T4T23"E 219.55 94'04'43" ~ I ~y a \ P Mh 8,643 SF 0 Ie h J 1 G. ,e 84 Q ~ MIN. LOT WIDTH o J• 10,595 SF a z 70
C12 131.20 293.03 66.72 130.10 ~ ~ ? , \ S59'39'47"E 25'39'10" /r'~~ ° ~y/ N I ~ \ I¢ , /~V ~ / O N Ou 4@' 4 4 ~ _ a = - AT SETBACK FPE- ( )
C13 120.73 233.34 61.75 S61'39'35"E 119.39 29'38'45' oo / rn i,+ 94 ~ . 83 ` ~c! ~ / { - OTq 9,939 5F 10,697 SF 83 sso.a ' - o ~ ~ ~ _ Q loss~7E sF 4 ~ ACKS
~,o EXISTING P ?A AS. C) FPE= `v sTRUCTURE 116 0 115 ~ ~ ~ ~ ~ ~ ~ ~ sso.o SETB 690.0 - _
~ 17 7 o Ar h ;"'r TO BE 16,124 SF ,3 1 SF ` q 8 A 4g. o Q G ~1 ~ R 2 ~ 82 ~~ls' Q o,~0 4, REMOVED 0 ~ 11 ~ r ~ ~ 1 82 ~2rs, - ~ MBS 30' ~
LINE TABLE ~ o ~o ~ Q ~ quo ,w> Q` 11500 sF ` e` ~ ~ o ' ~ 11 401 Sf 95 2+06` 1 500 SF \ ° 2+0 ~ z ' #
LINE LENGTH BEARING ~ ~ ~~a~oF~ ~,P~° ern. (Tj~ 12337 SF FPE= (j Gj ti~o~ re`y-,,~. o o 117 ~ 2.> ~o.o 36.73 ~ V ~ P h / \ , S83'16'S1 "E Q'" ~ ti~ ~F < 12 587 C~U T 77 . h N \ 25 FPE= _ REAR YARD 45 sso.o 255, ~ , , ~ - - ' ~
Lt 11.48 S43'05'41"W ~°'~OF~ ~Py_ Aj ~ SF fl4U 113 ^N I _-181' ~ 5~ o tiPQ o P / i` 8 884 SF 81 ` o 0 P P ~ I 55' / 15 712 SF SIDE YARD 6
L2 53,45 542'59'36"W V ~ ~ ti p ~ ~ A , e- ~ 0 0 p~ 55~ 5S o i o 6 / FPE= L3 103.44 S43'05'30"W Q ,n ~ ~ o o ~ / \ ~ ~ 11 z iF ~ ~ ~ SIDE YARD 15
L4 52.27 ~ 1 ` t+ ~ Q`~ ~ 6~ 118 yQ, 96 - 690_0 _ 281__'_ - S43'10'57"W ~ ~ { ~~~o P P B 258 SF ~/h SS• 9,310 SF 'w 17,075 SF v - 2e1__'_ ~ ~ - - , ~ (CORNER) __a _
L5 54.20 842'87'54"W ~ 1 ~~0~0~ ~ 1 9 ~5 ~ 80 L6 52.32 S42'54'36"W ~ o~P~o F 0 0 / 44 SF / 54' ~ ~ 13,600 SF 291' _ _ SF 291' .___.dW,-._.. \
L7 51.52 S43'16'40"W JOJo~ P'~~ ,~o`r Po 61 ~ 0 ' 96 1 0 15 PDE 182 3 4~ FPO= i i34 0 ~ . - - ~ TOTAL AREA 42.01 AC.
LB 51.93 542'57'33"W `V Q QQ- ~,PO 0 ~ / / L9 53.12 'S5' ~°P~°eyQ ~ 0~~35'X35'SIGHT W~43 ~ ~ W w~' Y ~ / 61 ~ s4z 1s w l~?.. ~ P G 111 0 ^ ~ 111 ~ 97 6~ ~
L10 55.34 843'01'15"W © ~~f ~°~a TRIANGLE (TY 8 7 SF eas NT y 109 1~~ ~ 15,836 SF a 11273 S 11 'fPR° °0 7 ' A F LOTS pao ti ~ ~ o NUMBER 0 120 t o 77 Q o
Lit 56,32 543'09'46°W ~ o FEE= z > a F , µEPR `8,E P~ c~ I ~ y 10,722 SF 14,621 SF ,n L12 53.14 843'02'43"W 5~ e' 10'X70'SIGH I ~ 7 '~0~ ~ 'r '0 19% 65 ~ ~ 78 t s x,871 SF~ N ACREAGE IN NEW R/W 4.84 AC. ~ 78 FPE= / o
5 WIDE SIDEWALK REQUIRED - ~ a' 1 M ~ ~ s Li3 51.16 842'4102"W TRIANGLE. (T`(P.} ~ 0 ~ 8 032 SF 50 ~ ~'~0 79 ss5.o tix ~ ACREAGE IN LOTS 37.17 AC. 8,032 SF f ANNA H. BECK
ua 5a.7s 5a 71'46'w ALONG PROJECT FRONTAGE. ~ ,8~ `ro ( ~ ~ A ' L15 53.10 S41ro5'57"W ?0 0 ~ 108 ~ ~ ! 153' 7, 55 ~ ~ ~ 36' DB 03655 PG 833 LINEAR FEET IN STREETS 4,769f LF SF ~ 76 TAX PARCEL ID 05
JAMES M. PAl IERSON ti'S ~ 10122 AR Y Q 2• 5 ~ 8, 27 SF L16 53.47 / 0 ~ S RE 5 98 838'41'59"W k WIFE o' 1 ~ 30 11 83 f -""1 ~ A!• Aj, ~v. ,4,334 SF ' # 549106 TOTAL DENSITY 2.9 D.U,/AC. + FPE=
U7 51.56 83139'41"W AN PATTERSON ,695 107 3 99 10,334 s L18 52.34 S3655'24"W SUS C. _ ~ ~ 10 / 100 8197 SF ~ 5 '8 685.0 ~3,
DB 4978 PG 553 / ao, la2EO ~ 10,349 S 9S, ~ 101 ~ L19 30.41 4'44'W ~ 4 Q 5367 \ ~ ~ A / ~ ~ ~ 8,002 5F o L20 240.47 S46.46'10"E TAX ID X05549121 ,p 2 10~j 10,2 F ' o~ ~ ;x ~ ORANGE FABRIC FENCING TO SWIM BUFFER INCENTIVES ALLOW 20 MBS
b 103 ,o2s s ~ ' ' - 161.04 13 SF ~ 10 572 S / ° 8,032 SF f L21 868'30'02"E _ \ ~ F~\9 , 9,374 SF ' " 75 0 BE PLACED ALONG OUTER BOUNDARY ' INT RIOR REAR YARDS AND ,1a asa F ~ AND 30 E
/ y@. FPE- A \ ~ 1~4 , CONC, L22 112.24 N05ro4'41"E 35' FROM EXISTING C/L PREVIOUSLY s@, 'P~ 732•° Is• 11,130 SF io ~ A ~ ~ 4 WpEK o L23 330,55 NO6'17'38"E !0a 9 ~ q\ S/0 M ~ , ~ SIDE 6 ' 65 ~ ~ S + OF S.W.I.M. BUFFER OR AT EDGE OF ~E_ ~ h ~k o N 3 SIDE YARDS. .~e.l oo s62.ooo r ~ ~ ~ CLEARING LIMITS IN AREAS ADJACENT TO
DEDICATED TO NCDOT 'Pp 3 ~ ~ c F .y1 ;o * ~ ~r' L24 100.39 N85'10'45"E h' S ~q 2 ~ ~ ~ J 0~ ~6A MB / y 8,011 SF~'h ° 9 e ' ~ FR R / ~ ~ e 20 8 t~s 8,35 xn tix x o S.W.I.M. BUFFER.
L25 167.19 N77'03'46"E t x0 ~ ' TYP ~ * 73 1 Les 267.60 . , ~ m o• ~>y~ ti? 105 20 MBS ( ~ s s~' 0 7 N70'11'11"E ~ ` ~ Ad FPE= m M ~ ,~7.. ~ ~ ~ 8,397 8,108 SF ~i`' ' ii 7 aloe sF w rr CLUSTER INCENTIVES ALLOW 60 MIN. LOT
L27 97.62 S43'O6'02"W o ii 24.0 eS Sa 11,857 SF D~ 5 " 3 o ~ _ ~ 0 4 0 0'^ C 6 rn FPE- . ,a FPE= ,8,397 ~ FPE= 'x 682. ~ ; ,-15 OF 8 000 S.F. sF w ~ 35 SW.L~i. BUFFER WIDTH AND MIN. LOT AREA ,
. " x 251 SF ^ ~ ~l a L 8 ~0 71 c~ SF w 685.0 Lea 80.50 642'08'50"w JOHN H. CLEM, JR. ti ,u h ~ ~ L29 12.26 N68'58'38"W 1DD+1 BUILD/ G FPE= ~ 12~ „ 8 ~ 0 8,138 - W, 685.0 o •
L30 41.00 & WIFE sp ~ 716.0 0 ~ ~r $ o S ~ SF FPE- N3sroP52"w KRISTINA E. CLEM / k° RESTRICTION FLOODLINE 5 o e ° 58 Q jL 70 ~E= sas.o js.o „ . ~ 15 MIN. UPLAND ZONE (MEASURED FROM TOP OF BANK)
L31 174.08 N19'49'49"W DB 8008 PG 405 OT FIELD LOCATED . n 8,738 SF FPE= ~ ' + 0 0" 69 8,839 SF 698.0 L32 297.24 N35'29'01"E TAX ID 05549122 1 1 FPE= 704.0 80 " ~ ~ ~ x0 8,OD0 SF ~ FPE- ~ i. N n ~ x 20' MIN. STREAM SIDE ZONE (MEASURED FROM TOP OF BANK) , ~ 44 o M NOTE.
^ x 6 R , p ~ N 0 N 690.0 L33 62.00 813'19'85"W ` ~ r 'L 706.0 ~ ~ 8,089 ~o ~ 67 ~ 6 FPE= ~ , REPa ~ EpR Y% - ~ N 18,0 P8 SF* k , m ~ 20' MIN. STREAM SIDE ZONE (MEASURED FROM TOP OF BANK) 115 SHALL NOT ' a - " • 118117116 &
L34 398.24 576'40'05"E / w ~a~o, 1 x ° y SF B 0 7 43 , os ° oo s`5 66 8,289 8,08 SF ~ 690.0 0 0 ~ Lq 0 N k ° ro k 14,635 8,023 SF II SF N kS ~ ~ 1 0„ ~ = 91.0 ~ L35 855.43 885'10'15"E ~ / I ' F = 2.0 , ~ ry SF PE c 30 , - s7e,o ° LOTS 14,1,120,119, , a r ~iy o ~ ~ 15 MIN. UPLAND ZONE (MEASURED FROM TOP OF BANK)
/ \ QO ~ \ ~ I ~ _ + FPE= ~ p L36 28.74 N00'45'Oi"E / ~P 14 ( y 0 8 m ~ ~ FPE- 0 692.0 II 4..r y ~ y ~ m 8, 2 S ~ o @" ~p - ~ 5z "x BE PERMITTED DIRECT ACCESS TO MOORES ~ ~ x °m 24,616 SF a 43 g 13,saa CHAPEL ROAD.
L37 62.00 N89'14'59"W ~ ~ fit, ~ h~ 25857 SF 13 V 61 ~ FPE= ~ 6 0 ~ 894.0 ~ 0 ~ E x~u4 _D~ FPE , 702.0 _ 4 ~ , O . d~ L38 161.81 N04'49'45"E w 90.0 0 , E ~ o p FPE= k m au' SF " so.0 0 o ~ 6ez.a ~ o° 95 s o + + ~ 92
- 717.0 13,951 SF REq ^ a , ~ SQ. 53 0 L39 62.00 N85'10'15"W b" SShtH ~ FPE= ° ARO ~ a+~,, ~ l~ \ 711.0 ° v r r , pF R .b7 12,176 SF Q. 53 a o 13,193 SF FPE- 13,912 SF 12,176 SF n FPE- 676.0 INSTALL SILT FENCE WITH WIRE MESH
L40 22.75 846'50'12"E / ~ 14 N FP - ^ ~ i ~ 1 ~ x o S'P L41 59.69 S43ro9'48"W ~ it I '~51.1w ~ ' .0 ~ = 4 62 o + 54 - SP Oil S RINGS` ~ sao,o silo BACKING AND ANCHOR WITH WASHED
i FPE 2 t ~ - o L42 22.75 S46'50'12"E / ~ ~ 704.0" ~k" + 0 11,788 SF 'S 54 ~ 3 2 , ~5 P~ STONE DOWN STREAM FROM ANY FILTER 1,788 SF `3j,~ 0 3 BASIN EMBANKMENTS AND ALONG ENTIRE _ _ ~ 2
L43 13.94 N76'26'57"W ~ ~ i ~ YiS11 .JO' - Ni , 5' n ° L44 157.67 S43rofi'02"W v 4r'~ ~ + ~ ~ N iv 15' N, s~~o S9 ~ a a " ~ S.W.I.M. BUFFER PRIOR TO ANY LAND v~ ~ ro } 4 m ~
L45 97.42 S43ro6'02"W ~ ~ m 11,935 5F ~ a f~UA, - ° 0 0 o + a a ~ SWR. ~ BENJAMIN F. ROZZELLE ~2 o ro w a a a ' a ~ ^ 12,068 SF o rc 6 L37 r o ~ DISTURBING ACTIVITY. STD. 30.06 ,1 . w 8,332 SF ~ 41 o
L46 95.55 N42.09'12"E & WIFE ~ N L 151" oi2,7gg S 1! ' ~R~' u--~,.,. a ~~.9 k n N 3 1 L47 11.13 S4738'48"E / MARYLENE L. ROZZELLE c',p, 8 F 9,8)1 n_~' N!v ~ oo 61 s~ 59 58 \ ' - 125._._J} tY 1 6' Q ~e ~ 10,001 S J
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L49 47.20 N38'02'O6"E TAX ID ~J05549123 0 2.0 ~8 g ~ + 42 SF FPE FpE= ~ ° 8,436 SF N 16 8 FP£`70 F s ~ ,408 a FPE= 9,773 SF FPE= 691.0 690.0 FPE= FPE= L50 56.34 N43'58'05"E vv , 2',0 :V!I 436 SF 5~ ce y ~ 47 ~ ~ -
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OS ~ o! S 4 o W 8 ~rt'P,) 20' PD 11,629 SFQ ~ 0 64' o RALPH L SMITH Jr. & 41, ~ ~ 64' ~
WIFE JESSIE BARBEf_ 5M111i 33 (rDrgL s o R 23 24 s4 6~~"`4 ~ 1 , . , . ) ~ 10,116 sF 25 26 s4 ..y,,,, ip\ w io p d Q 64 \ ~ N m q f-
~ 1 A PORTION OF DB ,.:31 1 I 1.f,1 6 ~ 0 8,000 SF 8,000 SF g 000 SF 27 28 84' ~ a~ ~ w CAII N,C, ENE-~Il 20• 55 38 ~
o AREA = 1881 SF ~ op 2 8,000 SF 8,000 SF 29 30 20' MBS in 0.043 AC. 1 ~'-ti B ~ 8,000 SF 8 31 32 ,DOD SF 31 Mes ~TYP) 21,757 sF r'>~ ~ BEF~EY~UDIC This drawing and/or the design shown are the 32 2a,1 ~ J w 0o SF e,ooo sF TAB 35 37 ~ property of ESP Associates, P.A. The reproduction,
1 ~ Pi. o+~aa cv N ~ S,D00 SF 8 000 SF .-y p~mtar C N N i~ 33 3 a 4os sF 36 alteration, copying or other use of this drawing
I EX. 30" CSSR AND 18" RCP TO BE g4' N N 64' 64' 45' REAR YARD (TYP.) N N 0 1 ABANDONED/REMOVED PER CMUD PLANS W« 6 6,014 SF &,251 SF ~ 10,347 SF 14,079 SF without their written consent IS prohibited and any
r, BY ESP ASSOCIATES, P.A, i I (,1,J 4 64 64, N N ~ a° infrin ement will be sub'ect to le al action. N N I~ p J~ _ ~ g ~ 9
~ (SHADED AREA) ~ I W I 4' I N I 64 64 I 13 (r K F 35'X35' SIGHT N85'1 ' " " - ~ 800 4 4 6 t' s4' ~ , ESP Associates, P.A.
~ ~ TRIANGLE (TYP.) D 15 W 116j D ' T - ~ (orAL ~ , 4' n MAID UINIIYY W~V~GE l~s~.o (rorAL) 6' D'
~ I m BLOCK F I ~1 2 3 124' 8'
I J a 4
WILDWOOD SUBDIVISION I s o 5 a MB 10 PG 241 _ I Q~ 6
~ I ~ 7 7 8 9 10 11
a ~ I C1 ~ ~,e ~<.-,w WI DWOOD SUB /VISION SUB IVISION MA 2
I / - I a I MB 10 PG 241 I (9 h„ ~ 1 6/28/01 REVISED PER NEW SITE LAYOUT JAM/PGG 10 PG 241 I ,
E ` row M1c. Iw ~ i w . .t
N O L ; ~ N0. DATE REVISION BY ~
cal SHEET TITLE PROJ T NO
Y L PA31 S A
a d~ ~ ~ 1"=100' SITE PLAN
a .F ~ , , K DATE ~ e tl , ~ . %W : ~ r . ~ 2 15 01
L U DAWN Y r ~ ~+,~Q~, ~ ~ PRO~CT
N N JAM ~ ~ ~ ~ ~ MOORES CHAPEL ~ ; k CHECK D Y
L O PGG
O ~I - ESP ASSOCIAT~'.S'. P.A. CITY OF CHARLOTTE NC
t''nCLIENT PA3ISP.DWG
a engineeringosurveyingeplanninq / U)
10915 Southern Loop Boulevard BAR SCALE _ i"=1oo' 11 CROSSMANN COMMUNITIES, INC.
m - Pineville, N6 28134 [phone] 0 4339 STUART ANDREW BOULEVARD, SUITE 201
L Cj- CHARLOTTE, NC 28217
ti W 0 50 100 200 PH: [phone]
~ I FAX: [phone] of 18 SHT

FOR LY KNOWN AS TUCKASEEGE ROAD
MER
S.R 1601
STAII CLAIMED PUBLIC R/W - NO RECORD OF R/W CONVEYANCE FOUND END DEVELOPER CONSTRUCTION
END [JEVEI.OPER CONSTRUCTION (APPROXIMATELY 34'-49' STATE MAINTAINED R W, TOP BACK OF DITCH TO TOP BACK OF DITCH
ASPHALT PAVED APPROXIMATELY 17.9' WIDE
ACCORDING TO TOM FURR AT NCDOT, STATE CLAIMED R/W IS FROM BACK OF DITCH TO BACK OF DITCH
MATCH EXISTING 270' TAPER
PAVEMENT MARKINGS FULL 36' PAVEMENT SECTION 270' TAPER >EE ROAD IMPROVEMENT PLANS
BY NCDOT FOR CONTINUATION.
PROPOSED 15° RCP PROPOSED 15" RCP
EXISTING 12" RCP EXISTING 15" RCP pROpOSEh__._._.- EXISTING 15" RCP TO REMAIN TO REMAIN 15" RCP TO BE REMOVED 150' STORAGE MATCH EXISTING SURVEY BENCHMARK 180 BAY TAPER PAVEMENT MARKINGS 100+1 BENCHMARK
EXISTING 15" RCP TO BE REMOVED 14.5' EXISTING
OVERHEAD CENTERLINE TO PROPOSED DITCH CENTERLINE NCGS MON. "KIM" INTERLINE PROPOSED R/W PER NCDOT NC GRID COORDS. (NAD 83)
UTII_I'fY IJNE EXISTING 15" RCP PROPOSED BACK EXISTING OF CURB (PER TYP. SECTION) EXISTING 15" RCP (SEE NOTE BELOW) N=560,086.38
TO BE REMOVED PROPOSED DITCH C/L C 15" RCP TO REMAIN ~ E=1 411 468.63
- EXISTING 15" VCP C/L ROAD AND B ~ - FT
~ EXTENDED BASELINE Of CONSTRUCTION , - APPROX. 12.0' EXISTING 12" RCP A - - ~ 0 A RUCTION - ELEV - 756.56
~ l'.'J EXISTING TO BE REMOVED F I ISTIN NCDOT R W _ \ EX _ _.______1 ,
_ . - - _ _ _ - _ giTCH - _
_ - - - -t4~--- . ~ b+ -6~ ~---i _ _ ~ _ EX. E/P ---r J-- C PROPOSED E/P _ ~ ~ / .....~,,:.,r. r--.
i ~ _ _ _
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r - _ - ~ _ - ~ d i /
i ~ EXISTING CE~I TERHNE _ _ _ , ~ ! P ROAD" ' F r o ~ a ~ ~ OF MOORE S CHA EL ~ 0 0 _ ~ ~ ~ ~ ~ ~ ~ PROPOSED R/W PER NCDOT ' ~'r, ~ , / ~ - 4 Q I O ~i ~ PROJECT REFERENCE ~R 22 88B
I j I ~ \ ~ WHEEL C AIR RAMP ~ ~ (NO RECORD OF R/W CONVEYANCE FOUND)
CONSTRUCT CATCH BASIN 70 _ ~ ~ , I CMLDS# 20.O1A OVER _ _ _ TYPICAL ACH SIDE ~ A
! ~1 ~ EX. CULVERT ~ RIP-RAP ~ (NCDOT 48.05) ~ ~ ~ ~ I EXISTING CD T R W 35' MEASURED FROM C L TO ~ ~ / ~ / BE DEDICATED TO NCDOT \ \
~ ~ ~ 10' CURB TRANSITIO ~I ~ HATCHED kIREA T BE
~0 " " \ II ( ~ I HT T IANGLE-_ ~ ~ SEE DETAIL A STS 10X70 S G R SE STANI?ARD_ 2'6" CURB AND GUTTER \ DEDICATED TO DOT
- ~ ti TYPICAL EACH SIDE ( ~ ~ 35'X35' SIGHT~TRIANGLE ~ ,i (SEE CMLDS~t017A) \ (PROPOSED R \ ~
~ ~ ~ ' R30 AT FACE - 4 PLANTING ( TYPICAL EACH SIDE I II 5 ~ ~w II 5' WIDE CONCETE WALK END PROPOS CURB ~c GU R z
- 6 I OF CURB SE 'I - 0 SEE CMLDS# 10.05) \AT EXIST. DOT R/W ~ ~ \ ~
\
~ ~ ~ ~ _ n r I 4 WIDE CONCRETE ALK ~ ~'I ~ ~ (SEE CMLDS~ 10.2) O ~ ~ w ~ LEGEND Iln ~ o
~ 30 PDE ~ ~ ~ ~ ~ ~ I I ~ n \ v ~ ~a
_ _ _ ~ ~ 2 VALLEY GU R ~ O f ~ ) (S E CMLDS# 1017) 1 O \ \ I INDICATES EXISTING PAVEMENT
\ \ I I \ I
- I - - ~ . ) , I d , ~ II
1 ~ ~ ~ WIDENING-FULL DEPTH CONSTRUCTION
~ ~
35' DEDICATED TO NCDOT EXISTING DRIVEWAY AND EXISTING CONCRETE PIPE IN MB 32 PG 801 CULVERTS TO BE REMOVED TO BE REMOVED IPE ~ ~ ~
(35 FROM C/L) \ \ ~ \ ~ PAVEMENT MARKING SCHEDULE
\ ~ I
NOTES: ~ ~ ~ I 1 A 4" WHITE LANE LINE ~c 0
1 ALL DESIGN LENGTHS ARE MEASURED ALONG EXISTING MOORES CHAPEL ROAD ~PEL ROAD CENTERLINE B 2" WHITE MINI-SKIP LINES 0 0
GENERAL REQUIREMENTS 2 FOR ALL MOORES CHAPEL ROAD GRADING REFER TO SPOT ELEVATION PLAN o~~aP ~N PLAN C WHITE TURN LANE ARROW
A. STREET SPACE IS AT A MINIMUM SO NO MORE SPACE SHOULD BE USED M. WHERE COMPLETE STREET CL05URE IS NECESSARY, THE DEPARTMENT OF FOR CONSTRUCTION oR MAINTENANCE WORK THAN IS ABSOLUTELY TRANSPORTATION WILL COORDINATF_ CLOSURE OF THE STREET AND FULLY SIGN 3 PROPOSED INFORMATION FOR STORM NORTHWEST OF MOORES CHAPEL ROAD 0
NECESSARY. THROUGH BARRICADING AND CHANNELIZATION, THE A DETOUR ROUTE. 'EL ROAD IS NOTED ON SPOT ELEVATION PLAN a~° " DO 8 YELLOW DIAGONALS (5:1 SLOPE)
REMAINING STREET SPACE IS TO BE USED TO CARRY THE TRAFFIC 4 DEVELOPER IS RESPONSIBLE FOR OBTAINING CONSTRUCTION EASEMENTS FROM AROUND THE WORK AREA IN THE BEST WAY POSSIBLE UNDER N. THE DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION oR THEIR AIN NANCE N THIS PLAN. :NTS FROM ADJACENT PROPERTY OWNERS (D= SPACING IN FEET EQUAL TO POSTED SPEED LIMIT.)
PREVAILING CONDI11aNS. REPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR M TE AS NEEDED TO ALLOW ROAD CONSTRUCTION AS SHOWN 0 ACTIVITY MAIICH IS NOT PROPERLY SIGNED AND BARRICADED AS REQUIRED BY THIS AY BE RE UIRED BY CITY ENGINEERING AS LAN. E 4" DOUBLE YELLOW CENTER LINES „ „ 0
B. TRAFFC CONTROL DEVICES sHALL BE SET UP PRIOR TO THE START STANDARD AND THE (MUTCD) UNnL SUCH REQUIREEMENTS ARE MET. 5 ADDITIONAL ROADWAY DRAINAGE M Q =EKING AS PART OF THE CUT-SHEET PROCESS.
of coNSTRUCnaN oR MAINTENANCE aPERATKINS, AND sHALL eE PLAN AND ANTICIPATE FOR POSSIBLE ADDITIONAL STREET DRAINAGE NEEDS. REMOVED OR RELOCATED AS THE WORK IS FlNISHED OR WORK O 4" WHITE EDGE LINE E NEEDS.
CONDITIONS CHANGE.. THE AGENCY DOING THE WORK SHALL PATROL 0. THIS DESIGN STANDARD CANNOT 8E USED FOR ALL ROADWAY CONSTRUCTION © 4" WHITE SKIP LINE
THE WORK SITE AS REQUATED TO ENSURE THAT ALL TRAFFlC CONTROL SITUATIONS. IT IS INTENDED ONLY TO BE USED AS A GUIDEUIE. DEVICES ARE RI PLACE AND OPERATNIIG AT ALL TMAES. SPEC~IC SITUATKNS MAY REQUIRE ENGINEERING ,AJD6AIENT IN THE
• PLACEMENT OF TRAFFIC CONTROL DEVCES BECAUSE OF LIMITED VERTICAL
C. ALL TRAFFC CONTROL SIGNS FOR 1HE WORK AREA SHALL BE AND/OR HORIZONTAL SIGHT DISTANCE. REFLECTORIZED. THE REFLECTIVE MATERIALS USED SHALL BE EQUAL
TO OR BETTER THAN THE TYPE 1, LEVEL A REFLECTIVE SHEETING P• YAIEN PER901N~L EQUPMENT ARE WITHIN 3' OF THE EDGE OF AN. REQUIREMENTS IN SECTION 633 ~ THE STANDARD SPEgFlCATK)rIS OPEN TRAVEL LANE, THE CONTRACTOR SHALL REFER TO THE TRAFFIC NcooT fl/W lwom vAR~
FOR CONSTRUCTION ~ ROADS AND BRIDGES ON FEDERAL HIGHWAY CONTROL PLAN OR NCDOT ROADWAY STD. DWG. N0. 150.05A FOR THE
PROJECTS (FP-74). APPROPRIATE LANE CLOSURE. YAlS VARIES tes V
D. AT NIGHT, ADEQUATE BARRICADES 4WTH REFLECTORIZED MATERIAL Q. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORT. THESE N~ ~
AND UGHTS ARE REQUIRED TO CALL ATTENTION TO AND TO INDICATE ARE USUALLY USED FOR SHORT IERM OPERATIONS TO WARN AND GUIDE TRAFFC. xTOfN. PA1flIQR THE ACTUAL LOCATION OF OBSTRUC110NS AND HAZARDS. R. ALL DRtAEIS SHALL BE BALANCED IN SUCH A MANNER THAT THEY MALL BE STABLE 'r Ir Q e.. ? Z-V, O
E. WHEN NOT IN USE DURING WORK HOURS OR AT NIGHT, EQUIPMENT UNDER YAND AND VEHICLE ACTION. BALLASTING SHALL BE DONE PATH SANDBAGS +e't F v A B C ~ a BACK OF CURB
SHALL NOT BE PARKED IN SUCH MANNER AS TO BLOCK THE MOTORISTS OR OTHER YIELDING MATERIAL SITUATED IN THE BASE OF THE DRUM. YAwrs r Ewsnxc PAYEAIENr (SEF %AN) 910UDFN ASPHALT wllCiN6 AND VANIE VAPIES
VIEW OF TRAFFIC SIGNS AND SIGNALS AND AT LEAST 10 FEET AWAY wroENN+cc NATa E705nNC PAV91Q7T woETwNC % FROM TRAVEL LANE. S. AT THE END OF EACH WORKDAY THE CONTRACTOR SHALL BE REQUIRED TO nN>_ oEPw Nu DEPTH W (SEE fYAN) ~D ~ ~ ~ "k FACE OF CUR N ~ ~
BACKFILL UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS caxswucna PflanE a~ causmucna
N S 15 10 FEET. ADJACENT TO AN OPEN TRAVEL LANE THAT NAVE A DROPOFF OF MORE two %vAAmN)s ~N~ s F. THE MINIMUM WIDTH FOR TEMPORARY TRAVEL LA E HOWEVER, A 12-FOOT LANE IS ADNSABLE AND SHOULD BE PROVIDED THAN 3" USING MAXIMUM SLOPE OF 6: L ATa EAST. PWT. vAlE4 vuaES Ara EPoSr. PWr A B C ~ _ E.~ , UP Of GU11ER/EOP siy
WHENEVER POSSIBLE. r~-~ cross sLaPE ~ _ ~y CROSS s.oPE T. ALL NEW STRIPING TO MATCH TYPE AND COLOR OF WHAT IS EXISTING OR PROPOSED BY NATAL EwsnNC ~ ~ ~
G. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE NCDOT. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE NCDOT ?I
TWO DIRECTIONS OF TRAFFC MUST BE PHYSICALLY SEPARATED. ROADWAY STARDARD DRAWINGS (LATEST EDITION) AND THE MANUAL ON UNIFORM A c A Ept crunwc EEE sEOr aAOnic r<,,, r ~ a~ f~ ,~z•
TRAFFIC CONES CAN 8E EFFECTIVELY USED FOR THIS PURPOSE TRAFFC CONTROL DEVICES HANDBOOK (MUTCD). B c 4 r DURING DAYLIGHT HOURS; REFLECTORIZED DRUMS MAY BE USED AT QA z" i-2 e _ su~w>< 3 4• ~ ~ ,
NIGHT. U. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH 1HE NORTH CAROIJNA ~ 3' BINDER COURSE svflPaEx DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN MANUAL (LATEST EDITION) TYPICAL SECTION A-A'
H. TRAFFIC SHALL NOT BE ROUTED ACROSS CENTERLINE WITH CONES OR AND THE MANUAL ON UNIFORM TRAFFC CONTROL DEVCES HANDBOOK (MUTCD, PART VI). ©io' Aec oR 5' BLACK BASE COURSE \ d. \ e d .d. .A t ~ ~d~: ~ d yy C~ d ~ ~d" " I\
DRUMS DURING NON-VW3RKING HOURS. CONTRACTOR MUST BE ON SITE rYPE Ne PER NCDOT PLANS) OR CHANGE PAVEMENT MARKING APPROPRIATELY. V. VEHICULAR ACCESS SHALL BE MAINTAINED TO ALL PROPERTIES, N.T.S. BUSINESSES, DWELLINGS, SCHOOLS, POLICE STATIONS, FlRE STATIONS, O ,an ~ d: ~ a.
i. THE AGENCY DOING THE WORK SHALL PROVDE FLAGGERS AND/OR HOSPITALS, AND FIRE HYDRANTS, AND ANY OTHER EMERGENCY 1..-2~_4 , 2= ~ Z~_,• - ,i~• GRAPHIC SCALE i
POLICE CONTROL WHEN REQUIRED BY THE PLANS OR ENGINEER. SERVICES, AND MAILBOXES AFFECTED BY THE PROJECT. '-WAY SECTION A-A SECTION B-B SECTION C-C ao o za as ea iso
CONTRACTOR MAY ALSO BE REQUIRED TO PROVIDE A UNIFORMED (°"°"s oP ~"s _ Ds' DEmcaTEO aar-aP-war W. ALL RADII SHOWN IN PLANS ARE MEASURED A7 THE BACK OF Ct1RB. woTx vows wTN roP east a DITa) OFFlCER TO CONTROL TRAFFC WHEN WORKING IN AND AROUND A NOTES:
SIGNAUZED INTERSECTION. X. RAISED REFLECTORIZED PAVEMENT MARKERS(RPM'S) SHALL BE PLACED AT ALL PAVEMENT vAPoEs 1. TRANSITION IS NDT TO BE LOCATED WtTFNN THE CURB RADIUS.
~ MARKINGS AND SHALL BE PLACED IN ACCORDANCE WITH THE NCDOT ROADWAY STANDARD ~ ~ 3 J. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE DRAWINGS STD. NO. 935.03.
WORK TO CAUSE THE LEAST INCONVENIENCE TO THE TRAVELING vAPoES wTN uPEN DETAIL „ B" (IN FEET ) 1 inch = 40 ft.
o PUBLIC. Y. ALL OFF-SITE ROADWAY IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE NCDOT EPoSnNC PANENFNr o ROADWAY DESIGN MANUAL AND ROADWAY STANDARD DRAVANGS (LATEST EDITION). Ia~T' (EN. E/P-E/P) CURB TRANSITION
n' K. IN SITUATIONS NOT COVERED IN THIS STANDARD, THE PROTECTION ~ Z. CONTRACTOR IS TOTALLY RESPONSIBLE FOR OBTAINING LOCATIONS OF EXISTING UTILITIES v'n~` v~"~ s' AsPNwLT r¢DaNC um vAPr 2 6 CURB AND GUTTE
o OF THE TRAVELING PUBLIC AND THE PROTECTION OF THE WORKERS ON (sEE PLW) (SEE Pu") sNOUEnEa wDEwlw uATa EasTxc PAYEAENT wDETNwc zs' >r ~ SITE WILL DICTATE THE MEASURES TO BE TAKEN CONSISTENT WITH PRIOR TO COMMENCEMENT OF CONSTRUCTION. EXISTING POWER POLES TO REMAIN IN NsADEE) aer ssT' VALLEY GUTTER This drawing and/or the design shown are the
0 1NE GENERAL PRINCIPLES OF CHAPTER 6 OF THE MANUAL ON UNIFORM PLACE. CONTRACTOR IS TOTALLY RESPONSIBLE FOR PROTECTING EXISTING POLES ~a PflorT~ECflAOE coNNiflu~ciTMiaN TRAFFIC CONTROL DEVICES MUTCD . DURING CONSTRUCTION. AT IENWE property of ESP Associates, P.A, The reproduction,
CTl ( ) ARH ElaSr PWT ~,y A CABS SLOPE T YAPoEB VARIES SLOPE alteration, copying or other use of this drawing ~yA~ ~ without their written consent is prohibited and any
m L. THE CONTRACTOR, UTILITY COMPANY OR GOVERNMENTAL AGENCY INVOLVED o IN THE WORK IS RESPONSIBLE FOR NOTIFYING THE NORTH C ROU enw~w ror aF qN! MO ANIN oeADE AT@ infringement will be subject to legal action.
DEPARTMENT OF TRANSPORTATION AND THE CITY OF CHARLOTTE Eura ETasnNC r.+ ~ ENGINEERING DEPARTMENT OF ANY MAJOR WORK WHERE THE NUMBER OF A B c A B FOR ~A~ ~ ~ ~ > ~ ~ - -4949 ~ ~,~,c >asa~aE - _ a-~ ESP Associates, P.A.
4' 6' TRAVEL LANES ARE REDUCED FROM NORMAL CONDITIONS OR THE STREET IS 6' fI~ UIl11Y Di4aV1:
REQUIRED TO BE CL05ED. EXCEPT IN EMERGENCIES, THE FOLLOVANG ~ NOTIFICATION IS REQUIRED: ~ 2' I z sE~EwAEx 06 3' BINDER COURSE SIUEWMN 9tlE CgIbE _ +/z' _ +/z"
°T t. CLOSING 1 OR MORE TRAVEL LANES -FIVE (5) WORKING ©~o" sec oR 5" BLACK BASE COURSE ~ E
D DAYS PRIOR TO THE SCHEDULED WORK. rmE NB SECTION B-B'
N.r.s. 2. CLOSING ASTREET -TEN (10) DAYS PRIOR TO THE z SCHEDULED WORK.
w m THIS LEAD TIME IS NECESSARY FOR PLANNING AND NOTIFYING THE PUBLIC ww~ w
a OF EXPECTED CHANGES IN THE NORMAL TRAFFC CONDITIONS. d E%1H775 OF Naoi NuNTEU,wCE Ik.1115 (wOnl VAH~ 1 6/28/01 REVISED PER NEW SITE LAYOUT SMG/PGG
c C (NO OFINCAIED fl/Vq --a~-o• ~-o•--
N STORM DRAINAGE CHART ynaiEs ' ~ 1'""1 cif ~ N0. DATE REVISION 8Y
N YAAFS O L 1 a' Fr 1 4' -.L? Z SHEET TITLE ~ N
UI ~ ~ PA31
STRUCTURE iil INVERT ELEV. ~ a -l~ ROAD IMPROVEMENT PLAN SAL 1 "=40'
w O ~ ~ ~ ~ - ~ ~ E>aS8N0 PAVEMENT ENISiNVG PA59lBEE W v 9.IJ' 8.78' MOORE5 CHAPEL ROAD ENTRANCE LDCAL RESIDENTIAL STREET DATE
°1 ~ h Fes- ~ (yj ~ ~ d W vAPoES vArdES r AsPHALr Nc AND s' vAmEs a. O _ W 0 ~ ~ (SEE PLAIn (sEE PUN) 9quDEa wm~EO wDENINO S BEN (sEE PEAK) 2 15 01 I ( (sEE awq PROJECT D A Y
co O O C9 W ~ a Z ~ O ~ oars E70 C PAVEMENT (Lj _ ~ ~ 7 ~ W ?„J 0. W O W (n ~ ~ PUl BEPni NLL OEPni ( ) WRS
~ _ J ~ Ct. ~ J W T oaaTxECTEOx PROPNE GRAS consmucna I MOORES CHAPEL c CK BY E PAS snEmE1F PGG
a+ _ [L to L ATa ETOST. PWT VARIFS VARES Ala EgSf. PWT. CAOSS 30PE CROSS SLOPE
CB56 C857 172' 15" 739.15 737.34 0.0105 743.24 ~f_ - '_.y e~ ~ CITY OF CHARLOTTE NC sNAU ~ wao~om a eoTx sas aF ®r CpPACI® Afk~iEOAIE eAS~ cauesc, a+ a D 1FE SIRFFT A YWAI OF Y FIIOY 11E BACK OF B(IIA/IOIIS CONCpE1E BA9E COIAt9~ TtPE F6, CUENT
J~ F,SP ASSOCIATES. P.A. _ uAra{EUSnNC cuae. pe~~~rirnwr.
i 2. THE CIVIIN (TRANSVERSE SAM FOR THE TYPICAL ® 7-0• VAl1EY GUTTER SECTION ON THIS BHT R a/a• PER FT.
a ineerin osurve in . tannin CB57 17' 77.14 737. 0.0082 y, A B A a en g q y g p g FES58 36 3 00 742.40 c B ® r aoRasiE SDEWAII(
4~ 10915 Southern Loop Boulevard A~ 2"I-2 U = Pineville, NC 28134 [phone] QB 3" BINDER COURSE CROSSMANN COMMUNITIES, INC.
C) © 10" ABC OR 5" BLACK BASE COURSE 4339 STUART ANDREW BOULEVARD, SUITE 201
CL TYPE HB SECTION C-C' TYPICAL CROSS SECTION - RED ROBIN STREET CHARLOTTE, NC 28217 PH: [phone]
N.T.S. W CITY OF CHARLOTTE LOCAL RESIDENTIAL STREET, STD. 10.01A FAX: [phone] OF 18 SHT

.~o
a'~P~~l ~~`Po
0~ 0~\0
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EXTEND EX. 15" PIPE
'-1 "RCP APPROXIMATELY 12.0' 12 5
INV. IN=739.74 TO NEW DITCH C/L
INV. OUT=739.68
12'-12" RCP 12--15 RCP 'P
INV. IN=740.26 INV. IN=741.96 .1,96 EX. DITCH C/L
INV.OUT=740.23 » ~ INV.OUT=741.88 741.88
20 -15 RCP 9 -15 RCP
_ INV. IN=741.06 INV. IN=741.24 10'-12" RC 10'-12" RCP EX. 15" RCP ~ _ _ _ _ TO REMAIN
~ ~ ~ 4 INV. OUT=739.68 INV. OUT=741.19 INV. IN=74; ~ _.4.80 _ -----------~~00 , INV. OUT= i INV. IN-742.13 INV. OUT=742.07 _ _ _ - - ~
44.00 42.66 42
42:00 _ 42.0 42.0 42.00 - _ - -~-~4-- - - J 40.52 4 - -
~ 2.00 _ X41.1 ~ 44.00 42. d _ _ 41- ~ _ t--- 4 ~ 44.0 46 I 47.0 48.00 .5g;.p0
_ 7 _ 4 .00 ~ 42.4 - 1. t-- 4- . _ t-- 2.0 - - _ - 42.57 42. 4 0 44.00 44.00 .00 5 ~ / ~
- - - - - - - - ~ _ , ~ 3.1 4 • - - 41.86 _ _42,0 42.57 ~ 44. 46.32 '2 _ _ 43.72 ~ ~ - - _ ..49.92
- - - = 43.29 - _ - _ - - _ 42, 7-0 _ 42 4 _ 43. - .40 45.34 - - __46.4 - - - - 43. - ~ .3 - - - ~ ~
- - 42.65 - - - _ ~ 43. - .46 - -
E-X / - - -~X 74 44.53 - - / - - - - - - -
_ ~ -C - - - 42. -€X.-C ----EX.~ 43.1 - .42:26 _ , - - - - I - - - 0.53 - - _ - - - - - - - - -
L - - ~ , - - - _ _ EX. C 43.3 43.6 - - ~l 42.38 - - 4 - - EX. C _ - - - 44. ~ - 44.6 - _ -
_ 42.14 42.25 _ - - _ - - - - - = 42.26 , - - - - _
42.13 - _ T - ~ / - _ 45.5 - 46:3 - ~ . 8 _ .2 -
_ - , 42.9 ~ ~ . - .56 - / \ -
~ x A - 43. - 40. - - _ x 1 ~ - i /
~ 4 ~ / ~ ~ / ~ 44.42 - 46.12 46:68 ~ ~
°0 ~ ~ , ~ - 4 45.1 _ _ 4 / 4.14
-END PROPOSED ~ 44.84 ~ - _
- - ~ CURB & GI~YTER - _ - i - _ C656 ~ ~
~ RIM= 743. 4(EDGE OF P I ~ EDGE OF PAV~M NT ~ ~ ~
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Q1 G11 NC. ONE-GV1 ~FOREYOUD~ This drawing and/or the design shown are the
O (T1 property of ESP Associates, P.A. The reproduction,
O ~ ti ~ alteration, co in or other use of this drawing PY 9
without their written consent is prohibited and any
N N infringement will be subject to legal action.
P H - -4949 800 632 ESP Associates, P.A.
m 3 e AVOp UIR11Y DMAGE
D ~ - - I
O {
- P vi. N N AN D_ Z o ~ " ,
W ~ . ~:-c
m a a ~ a' " ~ - Pik r.+~~•
C C ~ . ~
E N0. DATE REVISION BY
N o ~
L CJI SHEET TITLE P OJ NO
Y L PA31 MOORES CHAPEL WIDENING SG L
~ a 1"=30' SPOT GRADING PLAN TE
a 62001
L PROJECT D A Y
v cn - GRAPHIC SCALE sMc ~IOORES CHAPEL CHECKED B
a> L O 30 0 15 30 60 120 PGG
O CITY OF CHARLOTTE NC
>crn ~ crnrr~ mgr n ~ ci icur D A G NO
1:11..11 11AJ1?VVltl11./'ti.r 1 •ti. m PA3IENTSPOT.D
a engineeringesurveyingeptanning ( IN FEET )
N 1 inch = 30 ft. CROSSMANN COMMUNITIES, INC.
u 10915 Southern Loop Boulevard a Pineville, NC 28134 [phone] 4339 STUART ANDREW BOULEVARD, SUITE 201
0 C a CHARLOTTE, NC 28217
ti PH: [phone] FAX: [phone]A of 18 SHT
w
cn i

NOTE' NOTES:
Structure m Invert Elev. ; \ \ N~ ~o ~ 1. TH 1. THIS PROPERTY IS SUBJECT TO THE S.W.I.M. BUFFER REQUIREMENTS. THE DEVELOPER HAS DECIDED ~
m ~ A \ \ oll ~ ~ \ o - TO M w > \ \ \ J7 AKE ADVANTAGE OF THE ZONING ORDINANCE SECTION F( ti~ TO MEET THE S.W.I.M. BUFFER GUIDELINES TOT MF ~ ~
o n W W n N P o \ ~ ~ < S 12.80 ~ ~ ~ v ~ ~ y ~ w \ \ ~ ~ ~~II ~z ~'9 12.805 INCENTIVES SECTION 3 TO OFFSET BUFFER REQUIREMENTS. p ~p 0 ~ R F
E rn~ v~ a 3 aA \ \ >>o TF o c~ n c a o f A~ ~ 0
2. NO FILL MATERIAL CAN BE BROUGHT INTO ANY OF THE BUFFER ZONES. 00 ~F
q~~ " ~ F CB 1 CB 2 20 15 729.40 729.25 0.0075 732.99 ~ V ` ~ o . ~ ~ ~ A ~ 3. TN I FENCING PRIOR s 3. THE OUTSIDE BUFFER BOUNDARY MUST BE CLEARLY MARKED BY ORANGE FABR C 5p CHgpE
' 726.70 0.0076 732.99 ~ ~ \ q ,o B TO A THIS FENCING MUST BE CALLED OUT ON THE PLAN S. L RD. TO ANY LAND DISTURBING ACTIVITIES AT THE SITE AND ~ P a
CB 2 CB 3 46 15 729.05 ~ \ II 0 TO ~ P~oQ. y , ~
- ~ , \ ~ 00 q '0 0-~i ' 728.50 728.05 0.0150 735.51 `~z~ ~ \ ~ 'gyp Sq B '19 i S CB 3 CB 4 30 15 ~ ~ A ~ ~ A /,y q q~, !y ~ 4. TF 4. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON AT ~
. • \ v o tiq o~ F v v ( S STREI CB 4 FES 5 94' 15" 727.85 727.00 0.0090 734.25 ~ ~~,,y \ TO (T 0,~ ti THIS IRON MUST BE CALLED OUT ON PLANS. ~ STREET CROSSINGS AND SITE ~ ~
~ \ o ~ RES o
" 735.83 c~~~ ~ \ \ V~ ~z 0~1 Otij q~F ~T ~ ~F CB 6 CB 7 120' 15 732.20 729.90 0.0192 ~ o~ ~ ~ p o A9, 00 J 5. N( • u ~ ~ . ti C' AR A LOWED WITHIN THE BUFFER AREA. M~0 5. NO OCCUPIED STRUCTURES E L pE~ C~-1 A
~u ~ c gATSo CB 7 YI 8 171 15 729.70 702.70 0.1579 733. \ \ ~ ~ ~ v 0,~ q T qT OF ~ 6. C 6. CROSSMANN COMMUNITIES INC. HAS APPLIED FOR ACOE SECTION 404 VERIFICATION AND PERMITTING AND R~~ W/~ 0~/
~ TOOgF k „ ~ ~ ~ p i R~ NC 4 YI 8 CB 9 113 15 702.50 698.95 0.0314 707.50 ~ \ ~ iT N 6'17 NC 401 WATER QUALITY CERTIFICATION FROM THE STATE OF NORTH CAROLINA FOR ~ Rp FF
\ ~ ~o qT q q% ~ PROP PROPOSED STREAM WETLAND IMPACTS. ALL IMPACTS SHALL BE CONDUCTED PER ~~a '
CB 9 DCBi2 28 15 698.75 697.35 0.0500 702.55 - ~ o~ TO ' S ~ o,~~N N~ REQU \ ~ _ 6 Tq ~ pF0 Fy RE UIREMENTS OF THESE PERMITS AND CERTIFICATIONS. PERMIT APPLICATIONS FOR COVERAGE UNDER /~8 ~ v Q S
CB 10 CB 11 24 15 700.50 700.30 0.0083 704.14 \ ~ ~z c~ F !y c ~ do NWP #14, NWP X34, AND NWP #12 HAVE BEEN SUBMITTED AND ARE PENDING APPROVAL.
i < o i ti ~ „ ~ J i ~ \ o. of ( of J F~ ~P
CB 11 DCB12 53' 15 700.10 697.35 0.0519 704.14 s~. \ TO Fp Np
1 697.15 696.30 0.0354 702.42 ~ \ \ ~ R DC612 CB 3 24 18 _ \ ~ i~
CB 13 FES14 76 24 695.00 694.00 0.0132 702.42
/ r vv CB 57 RI VICINITY MAP REFER TO ROADWAY IMPROVEMENT PLAN
YI 26 MH 27 13T 15" 717.90 717.20 0.0051 721.50 _ r- - A~ N TS AND SPOT ELEVATION PLAN FOR STORM
MH 27 FES28 64' 15" 717.00 716.65 0.0055 726.00 ` ~ ~ ~ ~ DRAINAGE IMPROVEMENTS
YI~ ~ ~ ~ _ ~ vv W< 11 29 MH 30 76' 30" 714.75 714.30 0.0059 719.50
\ ~ ~a III \ „ ~ ~ ~E3~ISTING SAN. SEWER AND SEMENI~ ~ ~ ~ w
' 10.05 0.0450 719.50 ~ ~ ~ _ \ MH 30 CB 31 90 30 714.10 7 ~ M ~7 TO B~ RELOCATED. REFER TO ~ UD ~ M ~.z EXISTING TOPOGRAPHY - - - - - - - - - - -
„ ~ PLANS BY~ESP ASSpCIATES, P.A. ~ CB 31 FES32 10T 30 709.95 709.00 0.0089 714.84 / EXISTING STRUCTURES TO BE REMOVED. PROPOSED GRADING
~ ~ - l - 100+1-BUILDING-R~STRIfTION \ \ ' 1 .50 ~ l -0ODLIN / ~ CB 56 EXISTING WELL TO BE ABANDONED
>7 33 MH 34 35 30 708.75 706.50 0.0071 7 3 _ \\~Z \ CB 56 ~ , I i ~x / ~ PER STATE STANDARDS. PROPOSED SPOT ELEVATION x682.5
MH 34 CB 37 116 30 708.30 706.15 0.0185 715.00 I ~ ,,l - - _ ~ ~ ~ ~ ~ ~ A ~ ' ~ _ - \ \ \ N _ J_ _ ~ ~z FLOW DIRECTION
_ ~ z ~ 0 90 707.80 0.0050 711.50 \ 77. DC635 CB 36 20 15 FES~B ~
~ ~ FFE=720.47 - _ - \ ~ ~ v ~ ~ ~ II F ~ \VA \ ~ 6; 1i o011 FLOOD PROTECTION ELEVATION FPE=653.5 -o W ~
B 36 CB 37 32 15 707.60 707.40 0.0063 711.50 ~ V ~ v J C _ 9 i ~ w ~ \ SUGGESTED FINISHED FLOOR ELEVATION FFE=667.8
CB 37 FES38 121' 30" 705.10 704.00 0.0091 711.74 ~ ~ , l ~ J ~ ~l ~ F 5 ~ ~v v \ N
N j, .y0 ~ ' 0.40 716.40 0.0645 724.02 0 ~ ~ CB 39 CB 41 62 15 72 l ~ ?o FFE 740.9 \ S~ \ BASEMENT ELEVATION 8E=657.8
I . " o ~ ~ ~ FPE= 2.0 ~ \ \ ~ REFER TO ROADWAY FOUNDATION WALL FND WALL ~ ~
CB 40 CB 41 61 15 718.25 716.40 0.0303 721.87 I ~ r ~ \ ~ ~ x \ ~ ~ IMPROVEMENT PLAN
b r~ ~ ~ l " ~ I - FFE=721.2 ; , ' ~ ~ ~ , ~ v v ~ $ ~ ~v CB 41 CB 42 24 15 716.20 715.95 0.0104 720.04 ~d FFEw719.0 ~ ~ ~ _ _ - l- / A$ ~ ~ / ~ FOR INFORMATION
~ ~ ~FPE 717.E ~ x ~ ~ v ~ ~ ` REGARDING ~ ~
CB 42 MH 43 98 15 715.75 705.40 0.1056 720.09 .o i , FFE= 3 . a i ' ~ ~ ° w ~ ~ \ o . ~ - - ire ~ \ E=732.0 °o ~ / v ~ ~ ~ IMPROVEMENTS / ~ \ \
MH 43 FES44 42' 15" 697.15 696.00 0.0274 709.00 ~ ~ ~ - I ~ ~ I I x I ~ r ~ _ / ~ ~o ALONG MOORES
„ E .1 CB 4 CB 56 CB 57 172 15 739.15 737.34 0.0105 743.24 ~ ~ ~ ~ ?~s~ - 0 y ~ _ 6.8 \ ~ ' CHAPEL ROAD
~ ~ ~ FE=7, ~ - N ~ ~ / ~
CB 57 FES 58 tr 36 737.14 737.0 0.0082 742.40 ~ 7---- ~ I a l FPS- O ~ I n ~ 0 - ~ ~ oo\ ~ ~ _l ~ ~ ~ ~ ~ 1 \ , ~ ~ ~
~ A ~ ...-~T ~ , , l - - - o R ~ \ ~ ~ ~ r~-~ z z z
y ._0 PpE / i _ RFM~ ~ S 2 _ o \ ~ . ~ _ , ~ ~ ~ V 1 ~ m o ooc ~ II II ~ o ~
0 3' ~ l ~ l l - ~ J l ~ ~~A 0 f~ D FEE=717.52 p l ~ / ' % ' ~ x • ~ I~ ~ c ~ \ ~ ~ \ % C . ITT
00 ~ ~ J ~ I' ' .p ~ V ~ N r ~ ~ ~ ~ ~ \ ~ II p~tp
~ i ~ V w ~ ~ o ~ l ~ ~ \ ~ ` \ ~z oo ° m co
CB l - ~I,, / ~ - , l ~ % 1 + ~ ~ ~ --I A~ \ ~ ~ rn n ? z r-n
/ •6 3~5 ~ ~o i , I ~ FFf=~ .6 , , 3 .5 0p , ~ o u ~n U' po • O n Z / ~ ~,A s rn. wo -zn
I % ` ~ V ~ / Op. p ~ ~ ~
~ \ I I ~ ~ y i FFE~715.69 l , ~ ~ ~ , _ , , ~ ~ ~ if„. ~ ~ 1 ~ ~ \
YI 33 / ~ o ~ I
_ FFE~739. 2 0 ,12.1 ~ 1 cl~ FFE 7 6 0 ~ aCB,S~ t - ~ FFE 739. ~ ~ ~Q - < ~ ~ ~ ~ z / o ~ \ II D / /
I v' Il \ ~
~ ~ l i ~ t ~ \ \ ~ ~ ~ / Cp ~ ~
~ 1~ ~ ~ ~ ~ 733.4 N ~ ` ~ ~ \ d 1 ~ ~ ~ ~ k ~ ~ W
I = 4.84 C, ~ \ A~ ~ ~ / FFE 740.5 ( \ ~ ~ / . ~ ~ \
~ 71 - _ r 1 ~ ~ 77. ~ t v- , ~ 'fFE= 1, 1 1 '^4 ~ ~ n
v• ~ E 704. r? ~ ~ \ m~ ~ ~ - ~ 20 PDE - - 1 ' ~ FFE=sT35.1 1 4 \ ~ ~ ~ ~ ~
1.33% - ~ P 7 .o \ AT RCP 7~7. \ OF 60 z . ~ -
71 DE \ \ ~ ~ - _ ~ ~ ~ ~ LINE ~ % ~ ~ ~ ~ c _a~ ~ .t- / \ ~ / v , ~ ~ ~ ~
2.58 ~ - 69 VIN - < IN l - _r ~ ~ ~ \ N / , ~ ~ ~ / ~
1 FFE=736.0 1.64 - , 69 OUT ~ ~ ~ FFE ~ I ~ /
INV C - 1 \ / / ~
\ I ~ x. ~ ~ ~ r 1 FFE=71 .7 ~ ~ > /
=76.80 ~ °0 0 ' ~ \ \ E-7 2.0. p j ' \ a 1 I ~ I ~ ~
0 J ° ~
\ l 0 ~ / E= 02.0 \ ~ ~ ~ \ ~ ~ ! ~ 1 FFE=737.5 D l ~ . f~ 737.5 ~ I 1 / ~ ~ ~ /
~ ~ ~ ~ ~ ~ d~ ~ ~ ~ ~ ~ i /
~ ~ pax 0.~ ~ I / / /
~ TIE-IN ASPHALT ` ~ ~ \ ~ USING A 10:1 TAPER ` FFE-7~1 .47 \ ~ ~ FFE=74b.5 ~ / / ~ ~ ~ `
\ ~ i \ \ I ~ V ~ ' ~ \ ~ ~ o I I I ~ ~ 'p ~ ~ ~ ~ / k. o\
o ~ IrJ I ~ ~ 4 \ ~ ~ = i I I \ ~ 'FFE 71 ~ I ~
~ c n ~ k \ col ~ ~ ~ ~ B ~ _I ~ 3~ ~ FPE 70 0 FFE=7 .9 I ~ _ ~ / ~ OS ~ ~ / l l / Fp
\ ~ ~ 'I' / / / / 'Q
~ I a l ~ ~ ~ I / FFE 735.7 •735.7 0 / ~ ~ ~
~ ----Q- ~ ~ ! I ____7__r I ti ~ - ~ -739. / ~ ~ ~
=~p5. ~ / 1 1 I
_ q, / ~ 3 - e - W P ~ j ~ ~ ~ / / / ~ , r
- - ~ ~ ~ 12 ~ ~ ~ ~ ~ `,a / / ~ PROPOSED R~ICDOT ~ Q
ep k ~ ~ I ~a ' ~ `I; ~ T ~ _ ~ / I 1 3 i ~ ~ I \ ~ PROJECT REFERENCE -22486B ~ ~ ~ ~ \ / ~ ~ ~
- \ / I os ~ ~ / l ~ NO RECORD OF R W ON YANCE FOUND) ~ ~ ~ ~ ~ ~ ~ / ~
o --~o-~------ Ao x8~ ~ 1 / S ~ o ~ 1 I s •s~ l - \ I ~ ~ ~ FFE- 38.5
cv ~n ~ ~ ~ V ~ l I a ~ I E- .O! \ v ~p ~ rx~ K~ a~-~u ~ \ / { q
o I, I ~ ~ FF ~ m I~-'1 ~ S 1 + \ 11 Hk This drawin and or the desi n shown are the ~ / 9 ~ 9
~ I ~ ~ ro ert of ESP Associates, P.A. The reproduction, P P Y o ~ alteration, copying or other use of this drawing
' UBLIC R W \ ~ - ~ ~ o n; E 72 I ~ 11 B o ~ ~ ~ ~4 ~ ° / ~ without their written consent is prohibited and any
m ~ ivA9 ' ~ _ A ~ ~ \ \ t~ W I o I I ~ l ~ d . ~ ~ / infringement will be subject to legal action.
_ ~ 24.3 I ~ 7 0 ~ ~ 5 / - -49 / ESP Associates, P.A.
~ ~ ~ ~ ~ ~ ~ ~ 1, ~ ~ FPS=6 . ~~FE=737.7 ~ ~
- titi`'I ' v - ~ _ v ` ~ .1~, C ~ ~ /I
C 44 7 I v ~ v v 1 ~ CB 7 m - ~ \ ~ ~ / ~ / ~ / CB 7 ~ / ~ ~
3 - - - - - - - - - i = ~ ` ~ r ~ 1 ~ v1 ` ~ ~ ~ Y
I6 FP = ~ ' ~ 4 \ ~ \ /
9E o m ~ ~ B ~ ` ~
a ~ =726.7 ' ~ I , v 1 FFE=735. a I ~ 1 1 FFE~735.8 ~ 1 'a,~ 1 6 28 01 REVISED PER NEW SITE LAYOUT SMG PGG ~ ~ ~
I ~ ~ kl 1 1, l ~ I ~ ~ ~ I F~FE~7 7.0 ~ l~ I I 1 ~ ~ 1
E , / ~ i ~ I FFE=7 5. 1 ~ / ~ ~ N0. DATE REVISION BY
~I 1 I I - ~ / I FP -6 4. I ~ o i I F ~22 s ~ I i! ` \ I ~ BE-6 1 I 1 ~ P J CT 0 SNEET 1nLE
~ PA31 SC L
Y I~ ~ ~ L ~ I r ~ , ~ ~ I FFE 726.87 r) ~ I STORM DRAINAGE 8c GRADING PLAN 1"=50'
1 ~ ~ + ~ • I \ \ ~ DATE 2 15 01
~ I ~ ti ~ s 1 FFE=708.0 a ~ i / ssi. 1 ~ PROJECT DRA BY
I , . - ~ ~ p I ~ 1 \ ~ l ( ! F ,E= 35 f ~ , ~ 1 = O6 4 ~ ~ SMG / ~ MOORES CHAPEL CHECKE BY
~ ~ _ ~ ~ I I ~f = , 1 \ ~ ~ ~ • l' - ~ E 9 0 . 1 PGG _i~
o 1~ W ~ a ~ I~ CITY OF CHARLOTTE NC r.,,°
o _ I 1 ~ - - ~ ~ ~ i~~~-~-"' CUENT DRA NG NO
i i ~ ~ , ~ ~ - I ~ 1 11 I I~, ~ T ~1\ ~ ~
x3 4,i
I 1 Jdaw CROSSMANN COMMUNITIES, INC.
ASSOCIATES, P.A. ESP i 4339 STUART ANDREW BLVD., SUITE 201
engine erinsuryeyting.plannzng tr ,~lol CHARLOTTE, NC 28217
uthern Loo Boulevard I m 10915 So P I 1 Sao-,, - PH: [phone]
i Pineville, NC 28134 704 583_4949 w - ~ FAX: [phone] of 18 SHT

l \
k ,i 1 ~ 1 1 \ J ~ l ~ ~ i ~ ~ ~ 1 ~ I 11 LEGEND
i I i ~ 1 1 ~ 1 v _ ~ ~ I ~ ' FFjE= 05 9 1 ~ 1 I ti~
~ ~ i _ 1 I I - ~ „ I, E- 94.0 ~ ~ ~ ~ ~ ~ / _ I E- 22 76 ~ _ ~ ~ EXISTING TOPOGRAPHY - - - - - ~'0 a F
B -6 I I o l I ~ A ~ I ~ ~ i, I I POSED GRADING ECM PRO Eq Mp
~ F E~69 .0 ~ ~ I ~ ~ ~ ~ / i , ~ r ~ _ __1 ~ o ~ 0 oe pR x682.5 R. FS CHAPEL RD. PROPOSED SPOT ELEVATION
F E-726.7 ~ ~ o+ ~ A ~ A ~ r I ~
~ I I 1, , l__ ~ ~ ~ \ ~ ~ ~ FLOW DIRECTION
ss,. ~ ~ ~ 1 E=708a I ~ ~ _ 1 ~ ~ / ~ ~ ~ I ~ FFE-708.4 - 0~~~ T O~ _ FLOOD PROTECTION ELEVATION FPE-653.5 y ~
~ v = o ~ ~ ~ I ~ ~ ~ I ~ \ E 9 , 1 ~ ~ _ ~ F E X72 .3 ~ I ~ ' ~ i ~ - 1 ~ ~p ~
1 , ~ 96. V i FF =667.8 P~~a ~ ~ SUGGESTED FINISHED FLOOR ELEVATION E ~
rn F E X69 .0 \ ~ ; w ~ ~ _ _ ~ ~ I ~ I o ~ _ = ~ ~ ~ ~ I 1 ~ ~ I ~ - S~~E ~'o - BASEMENT ELEVATION BE=657.8
y' ~ 1 ~ >z~. \ -o FFE-72 .66 ~ _ I ~ A v ~ _ _ FOUNDATION WALL FND WALL
~ 1 ~ ~ I O 1 , , m ~ ~ H F~`E=7(~6:5~ 1 I \ _ - & E`'
i I o I ~ , a ~ I ~ 1 ~ \ ~ I u 1 I ~ ~ ~ A I ~ oR Wry _ _ t~0 E~ ~LIF - p,P F
N I . , I ~ ~ ~ t , ~ - ~ _ - _ 1~ _ 1 1 - ~ ~ _ RD - - G~ z ~p p .
_ I I t _ ~ v ~ F E-720. ~ 1 , ~y < o 1 ~ 1.~1 - ~ \ - 34 ~ ~ ~ -713.8 ; , ~
- F E= 91. ~ I ~ 1 1 ~ ~ . _ _ . , ~m - - r-~
1 i ~ ~ ~ PE ,6 1. o ~ e~~ \ ~ ~B 4 ~ y ~ ~ C~ ~ ~ 85
~-t~ ~n ~ ~ . 0 boo , ~ ~ ~ ~ ~ - , ~ @~ - _ ~ _ ~ -
FFE- 23.75 I I- ~ ~ v ~ ~ FF~71o. DCB19 I ~ ~ l r t << ; 1 =715. - ~ ~P _ ~ - /
~ ~ ~ ~ =.I ~ ~ - 03.6 \ ~ ~ ~ - A 1 - ~ - FFE 7t7:fi
, 1 ~ , c~ F -690.0 ~ ~ / ~ ~ FE=718 ~ I E 93.r~ ~ \ ~ - - / VICINITY MAP
~ / I - ~ i ~ ~ o ~ ~ ~ ~ A- ~ ' / FPE~6 b. ~ ~ ~ ~ .n ~ I o ~ ~ ~
..a ~ ~ / I ~ , ~ ~L 1, o ~ _ _ ~ ~ ~1 ~ ~ ~ e_A' . _ NTS
~ , ~1 ~ ~ CBS FFE~717.1 _ - ~ ~ ~ ~ ~ ~ ~ - - - ~ ~ ' - Structure ~ Invert Elev ~
l ~ ~ ~ - o FFE=722.16 ~ ~ ~ 1 ~ ~ o ~ ~ \ ~ ~ v ~ ~ / E c c w i
I ~ I ~ , ~ ~ \ i ~ ~ ~ ~ ~ ~ , - J o~ w W o~ ~ ~ - ~ a~ ~ m~ w ~ 7
~ I 1 , 1~,1 ~ F =701.1 ~ ~ ~ a, ~ ~a.,, - ~ / - ~ ~ FP =690.0 ~ ~ _ ~ o cm a~ n ; o E _ - ~
F X717.76 _ , ~ ) 1. ~ ~ / s , , ~ i V ~ ~ ~ ~ ~ , BE= 91. ~ _ , A - . - - j li I"' J v v 7 J Ul v ~ \ / /
_ ~ ~ - ~ i ~ p / / ~ _ ~ ~ ~ o~ ~ a / ~ ~ 15 DC816 134' 15" 707.25 695.05 0.0910 710.85 _ - CB 1 1`_` y ~ ,
~ - ~ ~ i CB 4 ~ ~ ~ ~ ~ ~ ~ ~ - O 0 7 L. S ~ / N \ 714 ~ Q~ ~ ~ ~ DC816 FES17 102 15 692.60 690.00 0.0255 698.68 -
- , ~ ~ yti a =70 .2 o FFE-7 1.19 ~ ~ ~ ~ ~ ~ ~ ~ kob ~ , o FFE ~ ~ -
1 ~ ~ ~ o a, ~ FFE~15.2 / r ~ i 1 i ~ ~ ~ V ~ ~ E=690. _ 15.2 _ ~ ' i _ ~ _ _ - " ~ _0 1116 DC819 128' 15" 711.10 704.50 0.0516 715.50 i
1 I I~ i ~ ~ I FPE=69U 9U = ~ O ~ ~ ~ ~ DCB19 CB 22 176' 15" 704.30 693.85 0.0594 708.67
~ i ~ ~ ~ ~ , ~ 1 5 B-, ~ \
~ ~ ~ ; ~ ~ , ~ s ~ FFE i ~ i ~ ( t F~'E=720.25 Fp ~ ~ =699. ~ ~ ~ - =715.2 ~ " ~ ~ - ' ~ ~ ~ t CB 22 15" 694.10 693.85 0.0054 697.70 -FEE _ / ~ _ ~ ~ CB 2 46 - _ - ~ ; . _ l`FE=703.0_ ~ _ ~ 6 ^ ~ 1 "
I FE ~ ~ , ~ - - FPE ~ _ 1 ~ _ _ I - - / - ~ 1 ) - • e PE-688.0 I ~ ~ - FPE=890.0 - 5 - ~ A CB 22 CB 23 20 15 693.65 692.90 0.0375 697.58 CD 1 . ,v
I 1 1~ 1~ BE~689.1 ~ ~ ~ ~ ~ r + ~ ~ ~ i ~ 1, ~ _ - ' - ~ ~ ~ 1 - 9~ 1 " ~ - / ~ = ~ \ CB 23 CB 24 175 15 692.70 685.15 0.0431 697.58
~ ,f 1 _ ~ _ t ~ t ,o o ~ ~ I ~ - x V ~ ~ ~ - _ ~ , _ _ ~ (1
~ ~ 1 ~ p ~ d / ~o' sdrv. . R .w ~ FFE=6 a ~ ~ ~ - - - _ ~ ~ ~ _ - - 3 CB 24 FES25 100' 24" 684.95 684.00 0.0095 689.42 FFE=713.2 - - - A _ S
i l I ~ ~ ~ ~ FPE-686. ~ ~a - _ I I ~ ~ ~ , A ~ _ ~ ~ - _ , ; - ~ - - - - ~ ~ ' C8 39 C8 41 62' 15" 720.40 716.40 0.0645 724.02 - _ ~ s9a.o ~ 1
~ ~ 1 1 ~ _ E-686. a ~ _ _ - - ~0 A o 95.7 ~ ~ ~ ~ r , ~ FFE=702.5 ~ _ ~ - - ~ _ ~ ! ' ' CB 40 CB 41 61' 15" 718.25 716.40 0.0303 721.8 _ ~ ~
FFE=710.0 FPE 700,0 ~ 1
~ / I ; ^ F 699 3 \ s ~ ~ L~ FFE 719.27 ~ - , ~ ~ ~ - ~ ~ ~ ~ - rr~~ CB 41 CB 42 24 15 716.20 715.95 0.0104 720.04 ~ ~ ~ / .
~ / ~ FE 0 0 ~ o~ 1 , - ~ ~ ~ ~t 7 so. ~ 1 ~ r~ / ~ ~ FE=712.3 1 - ~ = ~ ~ _ - ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ` 15.75 705.40 0.1056 720.09 _ ~ ~ ~ ~ CB 42 MH 43 98 15 7
~ ~ = 06.8 ~ ~ FEE= 9 . E=~i94. ~ ~ ~ ~ FFE 7 ~ ~ , ~ I ~ ~ I •DC 16
~ i ~ ~ ~ ~ I 1~ , : ~ ~ F E=185. ~ ~ a ~ I ~ _ ~ - ~ ~ ~ ~ ~~__i s- ~ - ~ - ~=70 - ~ _ ' M~ ~ MH 43 FES44 42' 15" 697.15 696.00 0.0274 709.00 ..ti ~ - , I - =~OQ,~ + ~ FPE=698.0 _ _ ,
_ ~ , i ' ~ , - -1_ 1 ~ , ~ ~ ~ ~ , ~ ~ ~ , ' ~ 45 CB 46 1 8' 15" 715.35 713.40 0.0152 718.98
J ~ CB ~4 I _ i „ oo C 47 , _ - - I ~ ~ 0 ~ FES17 ~ ~ i / ' ~ 08.50 0.0245 717.02 0 EL ~ \ N ~ ~ ~ ' / C8 46 CB 48 192 15 713.20 7
~ ~ - ~ L , _ - w I + _ ; ~ ; ~ ' CB 48 15" 710.09 708.50 0.0353 713.69
~ , ~ x~ \ 't. / , ~ ~ - ~ ~ _ " ~ XIS NG EAM_ 1 ~ ~ o I ~ E-691.2 ~ App ~ ~ E - M_ ._l ~ ~ CB 47 45
~ o ~ ~ ~ ~ Q X684.0 _ - ~ FFE 717.30 ~ U ~ ~ FPE , x ~ ~ , : . ' ~ - CB 48 CB 49 192' 15" 708.30 699.90 0.0437 712.11
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a~ - NO S• 4. THE 0 4. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLY MARKED WITH AN IRON AT C CITY OF CHARLOTTE N
o o STREET CRO, ~i 1+'.~p a.~~nr~a TF..~'_ P_ A. 1. THIS PROPERTY IS SUBJECT TO THE S.W.I.M. BUFFER REQUIREMENTS. THE DEVELOPER HAS DECIDED STREET CROSSINGS AND THIS IRON MUST BE CALLED OUT ON PLANS. o A c o CLIENT PA31UT2.DWG
-y iJIVi t1A./1V v vraa r ai ns m TO MEET THE S.W.I.M. BUFFER GUIDELINES TO TAKE ADVANTAGE OF THE ZONING ORDINANCL ~;LGIIUN 5. NO OC F 5. NO OCCUPIED STRUCTURES ARE ALLOWtU W11HIN IHF UUrrtK AKtA.
a engineering•surveyingeplanning 12.805, INCENTIVES, SECTION 3 TO OFFSET BUFFER REQUIREMENTS. 6. CROSSM~ 6. CROSSMANN COMMUNITIES, INC. HAS APPLIED FOR ACOE SECTION 404 VERIFICATION AND PERMITTING AND 11 CROSSMANN COMMUNITIES, INC.
41 10915 Southern Loop Boulevard NC 401 WATER QUALITY CERTIFICATION FROM THE STATE OF NORTH CAROLINA FOR 4339 STUART ANDREW BLVD., SUITE 201
2. NO FILL MATERIAL CAN BE BROUGHT INTO ANY OF THE BUFFER ZONES. NC 401 WATT - Pineville, NC 28134 [phone] PROPOSED S PROPOSED STREAM/WETLAND IMPACTS. ALL IMPACTS SHALL BE CONDUCTED PER CHARLOTTE, NC 28217
L a 3. THE OUTSIDE BUFFER BOUNDARY MUST BE CLEARLY MARKED BY ORANGE FABRIC FENCING PRIOR REQUIREME REQUIREMENTS OF THESE PERMITS AND CERTIFICATIONS. PERMIT APPLICATIONS FOR COVERAGE UNDER NWP #14, PH: [phone]
FAX: [phone] ? of 18 SHT NWP #34, AND NWP #12 HAVE BEEN SUBMITTED AND ARE PENDING APPROVAL.
W TO ANY LAND DISTURBING ACTIVITIES AT THE SITE AND THIS FENCING MUST BE CALLED OUT ON THE PLANS. NWP #34, 4

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ESP Associates, P.A.
ESP ASSOCLITES9 P.A.
engineering.surveyingo p tanning
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LEGEND
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N01 FOR CONbv'l'!CTION
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REVISED PER NEW SITE LAYOUT
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NO.
DATE
REVISION
BY
SHEET TITLE
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ESP ASSOCLITES9 P.A.
engineering.surveyingo p tanning
10916 Southern Loop Boulevard
Pimville, NC [phone]
LEGEND
--- - - - LEFT
----------- CENTER
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PRELIMINAUy ONLY , pv
N01 FOR CONbv'l'!CTION
DATE: INITIA'tr:
1
6/28/01
REVISED PER NEW SITE LAYOUT
SMG/PGG
NO.
DATE
REVISION
BY
SHEET TITLE
PTdJ-CT NO
PA31
STREET AND STORM DRAINAGE PROFILESSCALE
QUAIL STREET
V: 1"=4' H: 1"=40'
DATE
21501
PROJECT
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CITY OF CHARLOTTE NC
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CROSSMANN COMMUNITIES INC.
4339 STUART ANDREW BOULEVARD, SUITE 201
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LEGEND.
LEFT
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1 R6611IT111111 '" � — - ---
NOT FOR CONSTRIMION
DATE:
6/28/01
REVISED PER NEW SITE LAYOUT
SMG/PGG
N 0.
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1 DATE
REVISION
BY
SHEET TITLE
PROJECT NO
PA31
STREET AND STORM DRAINAGE PROFILES
�CALE
RED ROBIN STREET
V: 1"=4' H: 1"=40'
DATE 2 /15 /01
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CITY OF CHARLOTTE, NC
CLIENT
DRAWING NO
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CROSSMANN COMMUNITIES., INC.
4339 STUART ANDREW BOULEVARD., SUITE 201
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LEGEND.
LEFT
- - - - - - - - - - CENTER
RIGHT
1 R6611IT111111 '" � — - ---
NOT FOR CONSTRIMION
DATE:
6/28/01
REVISED PER NEW SITE LAYOUT
SMG/PGG
N 0.
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1 DATE
REVISION
BY
SHEET TITLE
PROJECT NO
PA31
STREET AND STORM DRAINAGE PROFILES
�CALE
RED ROBIN STREET
V: 1"=4' H: 1"=40'
DATE 2 /15 /01
APPLE DOVE COURT
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THRE-0—M BY
PGG
CITY OF CHARLOTTE, NC
CLIENT
DRAWING NO
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CROSSMANN COMMUNITIES., INC.
4339 STUART ANDREW BOULEVARD., SUITE 201
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PH: [phone]
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P ASSOCIATES P. A. ES __CENTER engineemngosurveying.planning _ _ _ _ _ _ _ NOT FOR MNIllUll "'IVIN CR OSSMANN COMMUNITIES, INC.
___--..------RIGHT 4 4339 STUART ANDREW BOULEVARD., SUITE 201
C) _ 10916 Southern Loop Boulevard r Pineville, NC [phone] D A"I E: CHARLOTTE, NC 28217 PH: [phone] 10 x
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- - - 07 - - - - - - _ _ - _ CU - - - - - - - - ~ - _ - - alteration, copying or other use of this drawing _ _ - - - _ - - - - - _ - - without their written consent is prohibited an any
C - _ - - - - - : _ - - - - - in ringement wil be subject o ega ac ion.
,ti - - - - - - _ .A _ - 800-63 -4949 Z " - - - - ESP Associates, P.A.
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a _ _ - _ - - _ - - _ - - - _ - 1 6/28/01 REVISED PER NEW SITE LAYOUT SMG/PGG
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E - - U7 - _ - - - - - - - - - ~ - N0. DATE REVISION BY
L _ - _ - - - - - - - - - - - - SHEET TITLE PR CT N - -
U - _ - _ - - - x - _ _ _ - _ PA31
L - . - _ _ _ - _ _ . - (O - - - n_ _ - _ _ - - - - - - - - - AL - - STREET AND STORM DRAINAGE PROFILES v: 1"=4' H: 1 °=40'
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Ql MOORES CHAPEL H ED BY PGG
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~I - LEGEND CITY OF CHARLOTTE NC - , r~" CLIENT RA1MN N
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ESP ASSOCIATES P.A. - LEFT i~ peNUI WR UUNN r
engineeringesurveyingoptanning - - - - - - - - - CENTER ------RIGH CROSSMANN COMMUNITIES, INC.
10915 Southern Loop Bouievattt - Pineville, NC [phone] DATE: INITIAL4, 4339 STUART ANDREW BOULEVARD., SUITE 201 CHARLOTTE, NC 28217
n_ - i PH: [phone] to
w FAX: [phone]- - of .14 sHT

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NOTES: eF ~y
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P RTY LIE WITHIN STREAM BUFFER AREAS. REFER TO THE 1. PORTIONS OF THIS PRO E Fq D ti OR OF ~ ~
SITE PLAN FOR DETAILED INFORMATION. CONSTRUCTION ACTIVITIES ARE ALLOWED IN THE BUFFER AS INDICATED ON THE SITE PLAN. M 00
~F s~
2. TEMPORARILY TERMINATE STORM DRAIN OUTFACES AT FILTER BASINS. COMPLETE 05 p NAPEC ~ ~ ~ R0.
PIPE INSTALLATION AND FINAL GRADING TO PROPOSED GRADES AFTER APPROVAL TO POP. ?O
REMOVE FILTER BASINS IS OBTAINED. INSTALL SILT FENCE AS NECESSARY DURING ~~p ~ r ~2
BASIN REMOVAL AND FINAL GRADING TO CONTROL EROSION. SITE ~ ~
ORES o
3. THIS PROPERTY IS SUBJECT TO THE S,W.I.M. BUFFER REQUIREMENTS, THE DEVELOPER HAS DECIDED TO MEET THE S.W.I,M. BUFFER GUIDELINES TO TAKE MO ~ CNAPE
ADVANTAGE OF THE ZONING ORDINANCE SECTION 12.805, INCENTIVES, SECTION :S TO RO' ~(/F
OFFSET BUFFER REQUIREMENTS. / o= • RQ F
~ ~`8 mV
THE BUFFER ZONES. 4. NO FILL MATERIAL CAN BE BROUGHT INTO ANY OF ~ ; n S
~ ~d~' " / \ .R' + / A' - - ~ _ P~1`
5. THE OUTSIDE BUFFER BOUNDARY OR EDGE OF CLEARING LIMITS MUST BE CLEARLY MARKED BY ORANGE FABRIC FENCING PRIOR TO ANY LAND DISTURBING ACTIVITIES AT \ ' + / ' 5
THE SITE AND THIS FENCING MUST BE CALLED OUT ON THE PLANS, ; s ~ ~
~
E PERMANENTLY MARKED F THE STREAM BUFFER MUST B 3~" 6. THE OUTSIDE BOUNDARY 0 + . I VICINITY MAP - ,
WITH AN IRON AT STREET CROSSINGS AND THIS IRON MUST BE CALLED OUT ON ~ ~ ~ ; q ~ N TS - - -
PLANS. ' _ _ ~ ~ ' - ( i
,s i ~ THE BUFFER AREA. ~ ~ - 7. NO OCCUPIED STRUCTURES ARE ALLOWED WITHIN ~ ~ - - 5~83,~'47" E 7.40'/ ~ • 5' 7 1 5 8 '
' / PROPOSED RlW % ~ , ~ \
8. FINAL LOT GRADES AND PIPE OUTLETS MUST TEMPORARILY TERMINATE Al FILE ~ ,yb ~ I A ~ I T . / ~ ~ NO E
\ \ V i ~ ~ PROP S D R BASINS. UPON APPROVAL TO REMOVE BASINS, FINAL LOT GRADING CAN OCCUR. ~ la's ~ ~ 9 ~ ~ ~ ~ ~DR ~ ~ INA AREAS TAKEN FROM STORM DRAINAGE ~ ~ ~ ~ I - OFF SITE DRA GE ~ CALCULATIONS BY ESP. PLEASE REFER TO THOSE
T F NCE SHALL BE USED TO CONTROL EROSION UNTIL GRADING IS COMPLETED \ SIL E SURVEY NCHMARK ~ ~ + / o d° PROPOSED R W ~ 6 ~ ~ 6 ~ ~ CALCULATIONS FOR A COMPLETE DRAINAGE AREA MAP.
AND DISTURBED AREAS ARE STABILIZED. NCGS MON. ~ N a / P ~ e~. ~ NC GRID COOR AD 83) °~°~"~,C' / x I ~ ~ _ \ ) ,
~ ~ A ORDANCE WITH APPROPRIATE N=SSO,oss.3s ~ 9. ALL CONSTRUCTION SHALL BE COMPLETED IN CC E=1,an,4s6s3 ~ / 1~. I \ 1 I _ 69~~ I
IT RE UIREMENTS. DEVELOPER AND = * ~ / / ACOE AND/OR NCDENR 401 CERTIFICATION PERM Q e ,1 J N .J
AND ~ DRAINAGE AREA=2.40 AC i FOR AC UIREING THE APPROPRIATE PERMITS _ CONTRACTOR ARE RESPONSIBLE Q ~ DISTURBED AREA-1,80 AC ~ I~ ~ ~
FOLLOWING PERMIT REQUIREMENTS. it ~ ~ ~ ~ ~ I o , / r
~ ~ \ a ~ / / b ~ I ~l v ~ I ~
Q' Q 0 h / i
~ pie 6 / . ' / °ooo L ~ 1 h QO - I i 1 ~ -
? 4i~ ti 2 ' ~ 169.8 GRID) ~ `I ryRhh°j,~0~4~' a`L ~ / '18" W 169.91' GROUND) r - j ~ ~ I , ~ I
~ ryNq~O 0' ~ i , C BIN GRID FACTOR = 0.9998317 ~~J ~Pm ,~0~, y / ~j1E-LINE',\JLY) ll~f; ' ~ f / ~
~ ti I < ~ ~ ~l / i i 1 ~ ~
i' ~
~ O ` / J ~ / w / PROPOSED R/ . ~ / ~
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NCGS MON. "MOORE" y Q NC GRID COORDS. NAD 83 S ~ I/ ~ DRAINAGE AREA=5.7B AC N=55s,2ss.oo ( / ~ ' / ~ l LEGEND / ~ ~
DISTURBED AREA=4.87 AC E=1,a10,o88s7 / ,ry / ~ ~ 4 ~ 4 ~d ; ~ ~ ~ ~
I it I , l~ , , ~ DENUDED LIMITS ~ ( / ~
s ~ i OUTLET RIP RAP PROTECTION STD. 20.23 l ~ I I / ~ N
/ gy. a S , I ~ , / I I ti N
> I ~ ~ TEMP. DIVERSION DITCH STD. 30.05 ~ ~ ~I
ONSTRUCTION " g' / x~ ~ I ~ 1 ENTRANCE Vi' - ~ _ ~6' ~ ~ ~ I r ~ ~ ~ ---x x III ~ SILT FENCE STD. 30.06
' <ro - r , ~I ~ I ~
Q - 1 \ I I ( ~ ~ ~ ~ I ~,~1 / ~ \ TEMP. INLET PROTECTION STD. 30.09 ~1 ~
0 ~ I ; ~ I _ ~ I ~ ~ I - ~ ;i 1 V ~ \ ~
~ d _ , - P / 1 \ CONSTRUCTION ENTRANCE STD. 30.11 L - I ~ .
G J~ ~ 0 <<p / ~ 1~ J L E
~ ~ ~ , _ ~ r , B ROCK CHECK DAM J ~`T A
G r ~ Q i v _ ~ ~ ~ ~ s~ AINAGE DIVIDE
Q ~o,~o a 1 I ~ 1 1 0 ~~PF ~ P ~ / ~ ~ ~ l 1 1 ; / DR ~ - ; ~ ~
e~o9.,. ~ I~ / ~ G ~ ~0 P~ ~ n i ~ ~ i ~ a'PG1'`'w0~ ~ `L ~ ~ ~ ~ ~ FILTER BASIN SPILLWAY LOCATION
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0 p k010 0} p0 ~O ~ ~ ~ ` D IN GFiAR A . 2 v v ~ ~ o
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l J 4P PO j1_ VA/ ~ _ ~ v -r EFO S ITR ~ ~ SEWER IN LLA ON L ~
~ / i 1 \ i - ~ ~ \ - .
r .i°, - - ~ - ~ ~ ~ _ ~ ~ - ~
~ , 1 ~ s' s. A C~ , _ i*'ri l , _ - I I F8-4 - , ORANGE FABRIC FENCING TO ~ ~ BE PLACED ALONG OUTER BOUNDARY
R CHECK DAM TO BE ~ / ~ _ ~ i" ~ - ~ ~ - OCK ~Or ~ ~ _ - i - _ - ~ . ~ W OF S.W.LM. BUFFER OR AT I R A IN DIMENSIONS AT TOP AND
INSTALLED AT END OF / - D CURB AND ~ , ~ PROPOSE LT ~ ~ ~ ~{`y ~ EDGE OF CLEARING LIMITS ADJACENT F LTE B S /IV ~ ~ _ J, TO S.W.I.M. BUFFER BOTTOM OF SEDIMENT STORAGE ZONE
TS ~ ~ ~ - GUTTER IMPRIOVEMEN / (Tj!'p, J ' - m
~ I - _ _ - ' AREA AT TOP OF SEDIMENT ~ 35 S.W.LY. BUFFER BASIN AREA AT BOTTOM OF BASIN r ,1 , I c~g,_ STORAGE
/ ~ ~ i ~ a ~ ~ i / c~ I 1 ~ ~~U / i ~ ~.-...ham % _ - / 2 I _ryF~ FB - 1 93'x46'=4 293 SF ®704 64'x24'=1 511 SF ®698
/ _ ~ - - ~ ~ II INSTALL SILT FENCE WITH WIRE MESH F - 2 F ®698 '=6 7 SF ®694
/ ~ ~ ~ / / ~ i I / ~ ~ -e' ~ B 71 x28 1,965 S 53x13 7 ~ ~ I BACKING AND ANCHOR WITH WASHED
i ~ ~ / T ~ ~ / ~ i / ~ i - ~ / ~ \ ~ - ~ _ ~ ~ STONE DOWN STREAM FROM ANY FILTER FB - 3 80'x37=2,983 SF ®688 67x29'=1,922 SF ~ 686 "7 ~ BASIN EMBANKMENTS AND ALONG ENTIRE
/ / y ~ I _ ~ - b - ~ - - SF ®678 ~ Y~ ~ FB 4 116 x39 -4,492 SF ®680 104 x30.5 =3,172 ~ ` I S.W.LM. BUFFER PRIOR TO ANY LAND
- _ - ~ / ~ ` ` x _ _ i DISTURBING ACTIVITY. FB - 5 91'x41'=3,761 SF ®700 78x35 =2,750 SF C~ 698 - F
' j i r _ - _ - ~ e=z / ~ / ~ ~ 4 - / DRAINAGE AREA=8.27 AC FB - s 112 x29 -3,221 SF ®704 103 x22 2,2.3 SF ~ 702
O, S , ! I l „ i , - P=,~ DISTURBED AREA=7.00 AC FB - 7 100 x55 =5,454 SF ®690 92 x27 =2,462 SF ®686
' / ~ 864 / ~ ' ~ ~ - - ~ , ~ \ F ~ I% ~ , - ~ ~ / II ~ ~ - ~ ~ FB - 8 85 x29 =2,480 SF ®680 109 x44 -4,800 SF ®684
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,a ti s 135.8p , ~ ~ o~ 3 h - ~ ' NS ~ R ~ ~ ~ \ i ! ~ ~ ~ - I - ~ , ~
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c0 ~ ~ 113, ~ ~ ~ \ ~ A 25 ~ - w v I i ~ Kc ~ , - - ~ ~ - IfE}~PE 1VU pC
E ~ ~ _ I ~ This drawing and/or the design shown are the
ti ~ R A ~ ~ - - #1 D _ i Aso, 624 - \ Pia t ~ I ~ - - _ - - _ _ _ p L - roperty of ESP Associates, P.A. The reproduction,
~ t D ~ UC R 2w.2 ~ ~ / - t ~ - m ~ W _ / ~ _ ~ - ~ - - ~ i alteration, copying or other use of this drawing ~ ~ " , without their written consent is prohibited and any
~ - ~ ~ , infringement will be subject to legal action.
W 43 / - - ~WI~ ~ SSMH RIM=745.65 ~ ~ , _ \ _ - - -4 4 ~ ~ ~ i ~ , ESP Associates, P.A.
~ CL BOTTOM=737.68 1 5y ~ ~ %i ~ \ \ \ ~ ~ ~ a / ~ \ ~ ~ ~ _ i1tUD UMY ~ ~ / ~
401 / ~ - - _ ~ ~ ~ DRAINAGE AREA-18.4 AC , , I -
_ ~ m p~ OISTU AREA-2.64 AC ~ ~ ~ ~ ~ a ~ \ ~ 1 11 - ~ DRAINAGE AREA=5.46 AC ~ ~ ~ ~ ~ / ~ DISTURBED AREA=4.96 AC
1 - t ~ _ ~ \ \ ~ ~ \ / ~ y ~ \ /
a ~ 116 OS )
w o° ` 0.02.. ' , , . ( TAL m I \ \ ( TAL) ''d ~ 1 / k
a CONSTRUCTION ~ u,,: 2i ~ u,,. _ 2e 1 6/28/01 REVISED PER NEW SITE LAYOUT GPP/PGG 9~ ~ ;
~ ENTRANCE I C IE' •b• ad _ - ~ ~ ~ 15
~ EXISTRIG SANITARY SEWER ~ ' e R ~ I a; " i / N0. DATE REVISION BY
~ MUST BE REMOVED AND FILTE o BASIN CONSTRUCTED PRIOR TO ~ o s Win'` ~~~i~ { SHEET TITLE P JET 0
~ GRADWG IN 1HIS AREA. ~ ~s. PA31 I;. C
Y REFER TO CMUD PLANS BY ~ ESP FOR DETAILED SANITARY " - OL PLAN 1"=100'
I I I ~ a SEWER INFORMATION. ^ ~ ~ , I I ~ I I EROSION CONTR f! f! DATE ' _ PHASE A 2 15 01
n I I PROJECT WN Y
s DRAINAGE AREA=2.64 AC ~ SMG JAM a Ac MOORES CHAPEL HECK D BY
U ' - DISTURBED AREA=2.26 AC ~ - 26 AC PGG
~ - L O
GRAPHIC SCALE CITY OF CHARLOTTE NC CLIENT A
F.~p a .~.~nr. ~e TF.~_ P_ A _ PA31ECP1.DWG
~.y LN1 iiNNV viisa 100 0 00 luu tw -
a engineering-surveying-planning a i lff~ CROSSMANN COMMUNITIES, INC.
10915 Southern Loop Boulevard
u - Pineville, NC 28134 [phone] m - IN FEET 4339 STUART ANDREW BOULEVARD. SUITE 201
CD - L a 1 inch = 100 Pt. CHARLOTTE, JLY NC 28217 PH. [phone]
FOR EROSION CONTROL INFORMATION ONLY i ti FAX: [phone] OF 18 SHT
w
~ I

NOTES: eF ~y
F~ o ~
1. PORTIONS OF THIS PROPERTY LIE WITHIN STREAM BUFFER AREA5. REFER 7(1 illl SITE PLAN FOR DETAILED INFORMATION. CONSTRUCTION ACTIVITIES ARE Al_LOWEf) IN o,~ o f ~
THE BUFFER AS INDICATED ON THE SITE PLAN. 00
RF s~
2. TEMPORARILY TERMINATE STORM DRAIN OUTFACES AT FILTER BASINS. CUMI'LI~71=. ono HaPE~
PIPE INSTALLATION AND FINAL GRADING TO PROPOSED GRADES AFTER APPROVAL. TO POS. O
REMOVE FILTER BASINS IS OBTAINED. INSTALL SILT FENCE AS NECESSARY DURING ~
BASIN REMOVAL AND FINAL GRADING TO CONTROL EROSION. ~ Z SITE ~ c~
3. THIS PROPERTY IS SUBJECT TO THE S.W.I.M. BUFFER REQUIREMENTS. TI-IF_ ' ORES ~
FFER GUIDELINES TO MAKE ' DEVELOPER HAS DECIDED TO MEET THE S.W.I.M. BU , ~ E~ CNAp
/ THE ZONING ORDINANCE SECTION 12.805, INCENTIVES, SECTION :S 70 / ~ ' ADVANTAGE OF ~ 1,,~~/ /fi,.v R~' w( O~~F
OFFSET BUFFER REQUIREMENTS. C , /w o~ ~ R~ F
/ Q. / o , ~~a ~~8 ~
ROUGHT INTO ANY OF THE BUFFER ZONES. ~ 4. NO FILL MATERIAL CAN BE B \ ~ i'3~" S
\ + , N 5. THE OUTSIDE BUFFER BOUNDARY OR EDGE OF CLEARING LIMITS MUS•f BE CI.EARI_ I r~P
FABRIC FENCING PRIOR TO ANY LAND DISTURBING ACTIViI"IES A~I MARKED BY ORANGE '
TON THE PLANS. /C THE SITE AND THIS FENCING MUST BE CALLED OU ~ ~
/ ,g ° / V - Q~h ~ A
6. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST BE PERMANENTLI MARKED ~ i VICINITY MAP
N % + + ` WITH AN IRON AT STREET CROSSINGS AND THIS IRON MU57 BE CALLED OU~i O , ~ N TS ;
PLANS. ' , _ b1 / ~ ~ SPA" i ,
b ~ ~ '0' ~ 7. NO OCCUPIED STRUCTURES ARE ALLOWED WITHIN THE BUFFER AREA. ~ ~ s-8a~33'4a' 1 5 8 -8_8833'47° E 7.4.0'/ ~ 1 8 5' 7
i / PROPOSER~W ~ ~ \ I~ ~
~ P / Pq6 l / 3 l ~a. _ OUTLETS MUST TEMPORARILY TERMINATE AT I (L I EI, ~ ~ ~ ~ / ^ 8. FINAL LOT GRADES AND PIPE v / \ i ~ ~ ~ PROP 5 D R 1`~ ~ ~ NOTE: r, ~ \ ; ~ A
BASINS. UPON APPROVAL TO REMOVE BASINS, FINAL L07 GRADING CAN OCCUR. ~ I~, ~ 9 ~ ~ ~ ~ ~ ~ ~ ~ OFF-SITE DRAINAGE AREAS TAKEN FROM STORM DRAINAGE CALCULATIONS BY ESP. PLEASE REFER TO THOSE
P LIEU ~ a y HALL BE USED TO CONTROL EROSION UNTIL GRADING IS COM L SDRVLY BENCHMARK ~ ~ ° ~ .a SILT FENCE S / s~ ~ a~ \ t BENCNIdARK~,~- ~ , o x 0• ~ ti PROPOSED R/W / `n~~ I ~ ~ ' ~ ~ ~ ~ CALCULAl10NS FOR A COMPLETE DRAINAGE AREA MAP.
AND DISTURBED AREAS ARE STABILIZED. NCGS MON. "KIM" + ~ /~h°~x~• ~ Q ~ QP~~' {'1~ \ NC GRID COORDS. NAD 83 e^ ~ x~4,~° ~ V ~ ~ 1 - A I ~ i ~ I
N=560,086.38 + ' i 9. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH APPROPRIA fE E=1,411,468.63 ~ ~ errz-~ " ~ ~ N Oa~p
V OPER AND P° h°• ACOE AND/OR NCDENR 401 CERTIFICATION PERMIT REQUIREMENTS. DE EL 1 ~ ~ ~ _ ~ i o
I APPROPRIATE PERMITS AND ' CONTRACTOR ARE RESPONSIBLE FOR ACQUIREING TF E i i m wi
FOLLOWING PERMIT REQUIREMENTS. ; ~ ' I /~v
i' %3°~' "D V I ~ 1 ~ / ~ b 11 9 9 ~ / P~ ~ c ~ J o~
o g ~ ~ ~ ' / / ~ Gam, ; ~ ~ ~
b~ 0'GP ! °LJx 1~~ DRAINAGE AREA=2.40 AC 1 - ~ - \
~ ~'ti1 "~`y . ~ °Q 169.88 GRID DISTURBED AREA=1.80 AC l~ ' 1` titi~h ti~~~ ati , '18" W 169.91' GROUNDI ~ ~ ~ i ~ .
J ti~ GPO 0' ' ~ , C BIN GRID FACTOR = 0.9998;51 / P 0/ / ~ F ~ 'h ~1 ~ 6 .TIE-LINE~JLY) \ ~ ~ / i
~ r ^0 ~1 4, ~ . ~ ~ 1h ry 7 " ~0~ O~t'`~ e / , p``~ as < 0,,~' ' ; ` 9 - i i i / ~ J ~
/ , /
I ~ G` OFFSITE DRAINAGE / ~ / / PROPOSED R/W ~ ~ ! ? /
Nccs 1,10N. R1ooRE" 9a 0 ~ ~ ~ , n~ , / ~ ~
NC GRIT) COORDS. (NAD 63 S ~ ~il, N=558,298.00 / ~ ~ ~ ~ ~ ~ 1 ~N LEGEND
E=1,410,086.61 / a ~ ~ _ ~ ~ ~ ~ / / , / /
I V ~ ~ ~ R~4' ~ ~ , I 1 1 DENUDED LIMITS I
o _ _ / l0 ~~l is 1 I ~ a~ i ~ S f /~i- v i-~ i,;~ ~ m I i ~ v ~ OUTLET RIP RAP PROTECTION STD. 20.23
DRAINAGE AREA=5.76 AC / ~ r~ °00 ~ 3g ~ J~ ~ h y\ a. ~ I ~ , J ~ I i ~ N / / ~ I , \
DISTURBED AREA=4.57 AC ~ `s } ~ _ o°o _ ~ \ ~2„ R ~x ~ \ ~y~Y ~ ~~34°sF _ ° dpd \ A ~1 tl' ~ ~ ~I ~ ` m TEMP. DIVERSION DITCH STD. 30.05 !~I
I ' P TECTtON-_ - I I ~ ~ \ x x SILT FENCE STD. 30.06
\ ~ I LET .RO ~ ~ bra ~ f'1 ~ i '1 ~ TYP, rq~ % ~l I' • I i \
Q ~ a xti ~ CONSTRUCTION ' I ~ ~ (U LA~If}I ONE) \ ~ i 'f R M~I NDST~RB D. \ -e- TEMP. INLET PROTECTION STD. 30.09
Qk' ENTRANCE ~,J.:- ~ i , / I i ~ ' \ ~ 11,,11 1_ ~ 1 \
Q ~ ~ / ~ 1° / i / ,1 ~ 1 ~ ~ \ L_ ~ ~ DRAINAGE AREA=0.70 AC ~ ~ ~ _ CONSTRUCTION ENTRANCE STD. 30.11
~ ~ , ~ ~ \ V ~ DISTURBED AREA-0.7D AC A
Z ~ ; ~ ~ ; ~ - ROCK CHECK DAM
d~~~ ~ De h~ ~p4, ~ - a a Q = ~ f, '>1 l l ~
P ~~F ,~~G~ ~ - ~ ~ ~ e-~~ 0`~9 3^~ ~ ' I ~ I vy , ~ ~ ~ DRAINAGE DIVIDE ~ ~ ~
G ~ ~~p~ P4-^~. G Q c~e~ ~ ~ ~ ~ \ v,
Q01Q'0 ~ 4P j ~ ~ FILTER BASIN SPILLWAY LOCATION ~ ~ I I ` o
~:~1~P1.0~ ~ ~ Q ~ X4'0 +~00 ~ -1 ` Q 0~ ~ 0 GD T , ff i ` ~ \ ; I ~ o
~ ~ i , _ , J~ O ~ {~~1 P P ~ ~ I ~ - ~.v ~ I I ~ ~ I v ~ y , , , I ~ ~ ~ ~ ~
~ ~ ~ A: ~ / ~ ~ ~ p I - ~ ~
" J Q QQ- OAP 9 _ ~ (
. . OQOQ ~O~ x ~ ~ ~ _ lP~ p^~p ~Q- ~ / ~ ~ A ~ d LEAR G F R S E M
Q ~ -r I ~5_ ~ _ - ~ CROS ING HA L E L(MI \ ° J
GOB ~ DIT'i 4P PG ~ _ ~ . ~ _ V 5 ~ ~ J / ~ / ---T E F S IT R ~ ~ ~ FILTER BASIN DIMENSIONS AT TOP AND ~ ~ SEWER INS LLA ON NL ~
i I Ii ~ ~ \ ~ ~ _ ~ ~ _ BOTTOM OF SEDIMENT STORAGE ZONE
/ j ~ _ i i ~ i A ~ ~ ~ \ ~ - - AREA AT TOP OF SEDIMENT
_ v I a ~~7• ~7 - - - - - ~ ~ ~ NG FABRIC FENCING TO BASIN AREA AT BOTTOM OF BASIN f ~ _ ~tA E STORAGE
- _ ROCK CHECK DAM TO BE / ~ ,°A ~ ~ " - - - ~ _ , ~ ~ r - -r~-~ - ~ -0 BE PLACED ALONG OUTER BOUNDARY - - i \ ~ FB t 93'x46'-4,293 SF ®704 71'x31.5'=2,235 SF ®700 . / N ~ OF S.W.I.M. BUFFER OR AT EDGE OF
INSTALLED AT END OF ' ~ ~ a ~ - ~ 1 ~ ~ _ ; ~ , . ~ I PROPOSED CURB AND ~ 1 ~ " CLEARING LIMITS IN AREAS ADJACENT TO _ _ FB - 2 71'x28'-1 965 SF ®698 53'x13' 677 SF ®694
k ~ i GUTTER IMPRIOVEMENTS ~ ~ ~ i I ' _ ~ _ _ - ~ ~ ; S.W.I.M. BUFFER. , : m FB - 3 80'x37'=2,983 SF ®688 67 x29 =1,922 SF ®686
f _ _ a'^ i~ ~ ~ I ~ ~ 1 _ , w ~ , _ ~ ~ - i r~ ' S.W.LI~. BUFFER UAL FB - 4 116'x38.7=4 492 SF ~ 680 104'x30.5'=3,172 SF ®678
I ; r 1 i ~ ~ i 1 'ti ' ~ . ~ f - 1 ~ i i- ~ ~ F~ ~ FB - 5 91 x41-3 761 SF ~ 700 78 x35 -2 750 SF ®698
/ ~ - ~ _ \
~ % _ / ~ / / -e' ^ ~ % " N WITH WIRE MESH FB - s =3 221 SF ®704 103 x22 =2 243 SF ®702 ~ INSTALL SILT FE CE 112 X29 , ~ I BACKING AND ANCHOR WITH WASHED - -
r ~ • ~ ~ y ~ r ..>F - 7 4 4 SF ®690 92'x27'=2 462 SF ~ 686 ~ STONE DOWN STREAM FROM ANY FILTER FB 100 X55 5, 5 ,
a / i t 4 - ~ \ - BASIN EMBANKMENTS PRIOR TO ANY LAND FB - 8 109'x44'=4 800 SF ~ 684 85'X29'=2,480 SF ®680 I DISTURBING ACTIVITY. 1 _ ~ \
- ~ ~ I _ A 1 - _ S _ - 7
~ ~ _ _ - e - / ~ n ~ S ~ - mil" (f ~ \ - s
a \ ~ ~ - S ~ ~ - ~ _ _ - J ~ ~ ~ ii
4~, / i ~ 1 ~ ~ \ \ \ - _ _ 1 1 ~
r~~~ cos / / ~ ~ ~ L Mu ~ _ + ~ - - _ ~ , : ~ I6~, \ s , ~ o , _ I6Yb'
~ ~ - ~,t - ~ E _ - _ _ ~ _ - _ J _ I O
3 ~ ,ter ~ ~ ` ~ - ~ - - - _ _ - _ - - ~ - ' _ i - y~
ti 3 •80 N ~ ~ ~ ~ I r ~ ; - ~ - 5 ~ ~ ~ - _ o , ~ _ , ~ .F 1 ~ ~ ~ t j I ~ ~ ~ - _ - " -1~r ~ v _ - - - -
~ ~ DRAINAGE AREA=8.27 AC
~ ~ - - DISTURBED AREA=7.00 AC C18 H.C. 91E-C41
A~ . ~ - - _ ~EORE YOU ~G drawin and or the desi n shown are the I, I' ~ _ Thls 9 ~ 9
Aso, 2 ~ , ~ - _ - #~s - PCB ~ , . 1 , I ~ , _ - _ ~ - _ ~ ~ ~ ro ert of ESP Associates P.A. The re roduction, P P Y ~ p
lIC R 1 204 / _ - _ ~ - ~ - _ - - - - ~'t.., ~ , , ~ ~ - ~ alteration, copying ar other use of this drawing ~ _ ~ _ _ _ _ without their written consent is prohibited and any
j - ~ _ ~ ~ AR A=5.46 AC infringement will be subject to legal action. \1- DRAINAGE E
° DRAINAGE AREA=2.64 AC 4 ~ _ z ~ \ ~ SSMH RIM=745.65 DISTURBED AREA=2.64 AC ' IN AL~TEM RAR ` ~ - ~ ~ - DISTURBED AREA=4.96 AC - - = % ~ , ESP Associates, P.A.
~ CL BOTTOM-737.66 ~ - ~ t ~ ~ ' ~ ~ , , S EAM CR S G . ~ ~ ~ 365.D~ A ~ ~ C D STD. 0.14` ~ _ ~ ' ~ ~ - lIV(ND UI1111'
i ~ ~ ~ - - ~ ~ ~ ~ _ ~ t \ _ ~
3 ~ ~ - ~ ~ \ ''6 /
l ~ \~~6 t w~~ , a t nw,,, 4 100.44 9 , ~ \ ~ /
v © ~ 47.66 1 1, 1 ~ ~wr
CONSTRUCTION ci 1 I 5~' 99. a I ENTRANCE ~ ~ 1 d , ~ y
~ poo.26 PER NEW SITE LAYOUT GPP PGG s~.qJ ~ 1 6/28/01 REVISED / ?
c ~a~~ ~ ` 9$,1.7 m 1m - _ i ~ DJ.2o ~ _ 753 J
~ EXISTING SANITARY SEWER Sm . MUST BE REMOVED AND FILTER _ . ~ ~ ~ w N0. DATE REVISION BY
° BA51N CONSTRUCTED PRIOR TO ~ , ~ I . ~j° SHEET TITLE J CT N
~I GRADING IN THIS AREA. Y REFER TO CMUD PLANS BY ESP i ~ PA31
L ~ FOR DETAILED SANITARY SEWER INFORMATION. a ro pNy~- s SALE 1 "=100'
~ mJ4 e ` 0i P M I EROSION CONTROL PL~4N I ff ff DA
(ll ~ .t rar m PHASE B 2 15 01 f ~~C3~ A a PROJECT SMG JAM
MOORES CHAPEL H G D BY
- ~ o I ~ DRAINAGE AREA=3.69 AC DRAINAGE AREA=O.! ~ A DISTURBED AREA=3.26 C DISTURBED AREA=O. ,INAGE AREA=0.87 AC URGED AREA=0.87 AC PGG
L O °
~I P ASSOCIATES P.A. ES GRAPHIC SCALE CITY OF CHARLOTTE NC CLIENT RA NG
PA31ECP2.DWG
m luu 0 Du iuu zuu -
a engineeringesurveyingoplanning CROSSMANN COMMUNITIES, INC.
-N 10915 Southern Loop Boulevard PinevUle, NC 28134 [phone]
CD -
L a FOR EROSION CONTROL INFORMATION ONLY i ~LY ( IN FEET) 4339 STUART ANDREW BOULEVARD., SUITE 201 1 inch = 100 ft. CHARLOTTE, NC 28217 PH: [phone]
w FAX: [phone] of 18 SHT
m i

_ _ _ _ ea!nB.. > 4$-~'..,. ...:dYkuve~W41Nt4+du3A4~'. :an.wmrr-....-.+^-~ds.~.. s>viu.:., .off.......... „u...
GENERAL NOTES:
A 1 Boundary survey information by ESP Associates, P.A. i' NQiE$ or Grossman Communities dated February 29, 2000 MIN. 1. CLASS OR MEDIAN SIZE OF PoPRAP AND LENGTH, WIDTH AND DEPTH OF APRON f•-y B
1.5' MIN. Topographic information was field surveyed by ESP I i TO BE DESIGNED RY THE ENGINEER.
9'" MIN. ASSOCIOteS, P.Q. 2. REFER TD THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS.
2 All ImprOVement5 Shall Conform With the Charlotte- 3. RIPRAP SHOULD EXPEND UP 80TH SIDES OF THE APRON AND AROUND THE END
J~ SO' WIN. PUBDC STREET ) t Standards Manual, OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF Mecklenburg Land Developmen 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR the City of Charlotte Zoning Ordinance and the CULVERT HEIGHT.
City of Charlotte Subdivision Ordinance. - 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEMNG CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
EXISIRJG GROUND The contractor constructin the improvements shall ; SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE 3) g SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
SOIL STABILZATION FABRIC - UNDER STONE be fully responsible for COmphOnCe Wlth gOVerning _ APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END, ordinances as interpreted by the City of Charlotte - ~ 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
Engineering Department. WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
50' MIN. 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95X OR GREATER. 4) Contractor totally responsible for obtaining locations 7. THE PLACING OF FILL, ERHER LOOSE OR COMPACTED IN THE RECEMNG
Filter fabric of existing utilities prior to the commencement of CHANNEL SHALL NOT BE ALLOWED.
construction. ~N 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL B BE PERMITTED.
A 5) City of Charlotte Engineering Department to be L FES OUTLET PROTECTION STD. No. 20.23
i ~ ~ U notified 48 hours in advance of the commencement (t0' MIN.} ~ ~ 3 o Do+La dMAX Depth of construction. STRUCT. Do Q Length Up.&Tbr~hm nowUUoam d50 1.5xd50 t•~auu%
ro a Class i or B
_ _ Erosion Control Stone 6) Property Zoned R-4 w ~.N~ GRADE FES 5 15" 6.62 10' 3.75' 9.75' 6" 9" 13.5'
arcel Identifier Number 193-034-01 FES 14 24" 22.78 20' 6.0' 21.5' 11" 16.5" 24.75 7) P
d41E5. RIP ~ I FES 17 15" 8.35 11' 3.75' 12.25' 6" 9" 13.5' I H
1. A STABILIZED ENTRANCE PAD OF WASHED~SUC110N SIRTEION OAA PUB ICTSTREET, BE LOCATED WHERE TRAFFIC MALL ENTER OR LEAVE 1HE CONS 8) Deed Reference: Book 11082, Page 845 FES 25 24" 17.63 13' 6.0' 15.0' 6" 9" 13,5'
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTIOU EITRANCE. ? / FES 28 15" 3.25 10' 3.75' 7.25' 6" 9" 13.5'
3. THE ENTRANCE SHAt1 BE MAINTAINED IN A CONDI110N WHICH PALL PREVENT TRACKING OR G W1h{GADDITSI NIAIEfJT 24° MAX ONTO PUBLIC STREET'S OR EXINTNAND REPAIRTORTCILEANOUIRO~ANYPMEAOSUIRESOUSEDETO TRAP SEDIMENT. at center STONE AS CONDITIONS WARRA 9) Existing topographic conditions are from an actual field surve b ESP Associates, P.A. FES 32 30" 36.57 16' 7.5' 18.5' 6" 9" 13.5' Y Y 4" ~5 WASHED STONE
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED ILJMEDIATELY. LAYER OF FlLTER FABPoC FES 38 30" 42.26 19' 7.5' 21.5' 7" 10.5" 15.75
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENiERING A PUBLIC STREET. VA1EN Filter fabric WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED OATH CRUSHED STONE WHICH GRAINS INTO AN 10) Any on-site demolition landfill requires the NOTE: MINIMUM H•2[3 PIPE DWIETER FES 44 15" 7.17 10' 3.75' 10.25' 6" 9" 13.5'
R APPROVED SEDIMENT BASIN SEE STD. N0. 30.116. N0. GATE DESCRIPTION 8. SGL STABILIZATION FABRIC (AS SPECIFlED BY THE DESIGNER) SHALL BE USED. issuance of a permit from the Mecklenburg County S_FG_TION 8-B Health Deportment and the Mecklenburg County FES 53 24" 21.26 13' 6.0' 15.0' 6" 9" 13,5'
7. GRIT MAY REQUIRE A STANDARD IF THE DRIVEWAY IS ON (A T}tOROUGHFARE. S) 'f0 Zoning Administrotor,
AccESS THE coilslRUCnoN SITE APPROVED DALE SECTION A-A IPrION FES 55 15" 2.62 10' 3.75' 7.25' 6" 9" 13.5' 11) The specific location of on-site demolition landfills No. DATE DESCR
will be determined by the Mecklenburg County Health
CHARLOTTE - MECHI,ENBURG Department and the Mecklenburg County Zoning APPROVED DATE Administrator through the permitting process. EXTEND RIP-RAP TO TOE OF PROPOSED SLOPE
VELOPMENT ILIZED CONSTRUCTION ENTRANCE net banks to kee water LAND DE STAB ~ ~A Stone should be placed over the chan P
STANDARDS from cutting around the dam. 12) On-site burial pits require an on-site Demolition CHARLOTTE - MECKLENBURG RIPRAP APRON Landfill Permit from the Zoning Administrator. LAND DEVELOPMENT
AT PIPE OUTLETS
this Ian is not an authorization to STANDARDS 20.23 13) Approval of p grade adjacent properties. When field conditions
_ warrant offsite grading, permission must be obtained
VARIABLE AS DIRECTED BY THE ENGINEER { NC STD. N~. 6.83 from the affected property owners.
B' MAX. I STEEL OR WOOD POST ( ) 14) Grading permit must be issued prior to preliminary
plan approval.
fTLTER FABRIC z
a 15) Temporarily terminate storm drainage pipe at filter basin. Complete pipe and structure construction after
WOVEN FlLTER FABRIC r erosion control is removed. }S WASHED STONE NOIES`.
N ~ i. SEDIMENT SHALL ~ REMOVED AND ATED TRESTORED TDESI DEPTH OFTRAP. WHEN THE SEDMENT HAS ACCUMUL /
FlNISHED GRApE TILL SLOPE
COMPACTED BERN SOIL TYPES: CeD2 SILT FENCE \ ~ 2. REMOVED SEDIMENT SHALL 8E DEPOSITED IN A SUITA~E AREA AND IN SUCH 11PACTED BERM A MANNER 1HAT Fl WILL NOT ERODE. / 3.1HE STRUCTURE SHALL ~ NSPECTED AFTER EACH STORM EVENT AND REPAIRS
1 ANCHOR SKRT tY lMwIl1Y - - 2' MIN--? ~ MADE AS NECESSARY.
W 4. CONSTRUCTION OPERATIONS SHALL BE CARPoED OUT IN SUCH A MANNER THAT ~ EROSKIN ANO WA1at POLLUTION ARE MINIMIZED.
q 4 NI LIEU OF BIIMM' SKRf, 8" OF iv ~5 WASHED S10fE WY BE USED _ A \ A 5. THE SEDNAENT TRAP SHALL ~ REMOVED AND 1HE AREA STABIDZED WHEN THE TOTAL PROJECT AREA: 42.09
OVER TURNDOWN. "V" DITCH (TEMPORARY) Q10PROV. DRAINAGE BASNI HAS BEEN PROPERLY STABwZED. TOTAL DENUDED AREA: 29.89 ACRES
RIC FENCE SfWl BE A MINDIUY OF 32' iN WIDTH AND DITCH N0. C I A AC. Q10 CFS S MIN. N M D W Y V FPS FULL FLOW COMMENTS 10 YEAR ' 1' s~HAL~i. ~ A 1NNIYUY aF 8 UNE WIRES Wrnl 12" STAY SPACING. _ (~S) NATURAL GROUND WATER LEVEL B. SILT FENCE INSTALLAi~fl SHAH. BE IN ACCORDANCE WITH SiD. N0. J0.08
2 WOVEN F1i.1ER FJIBRIC BE USED WHERE SILT FENCE ~ TO REYNN - 7 03 2 8.44 7.07 .03 2 2.0' 8.0' 1. U' 6.6 97.32 . . FOR A PERI00 OF YORE TITAN 30 DAYS. TD 1 D,6 D STORAGE AREA ~
s'-o" IN lElcHr AND eE of THE TD-2 0.6 7.03 6 25.31 8.0% .03 2 2.0' 8.0' 1.1 B' 9.13 104.04 1 ~ Y 3. SfEEI. POSTS SHALL ~ Y
SEIf-FASTEf1ER AWOIE STEEI. TYPE. BE 8 TO 7 FEEF IN HEW'NT AND 3 TO 4 MpOD P05f TD-3 0.6 7.03 10 42.18 3.5% .03 2 2.5' 10' 1.66 7.61 124.77 M 4. WOOD POSTS SHALL STEEL OR
TD-4 0.6 7.03 15 63.27 5.0% .03 2 2.5' 10' 1.61 9.63 149.1 INCHES Nt DIAMETER. MARE F THIMf~YARE STAPLES T1/2" LONG. wtwDEN Posy wml NDT LESS !e
5, WASTED STONE SHALL BE USED TO BURL' SKIRT WHEN SILT FENCE FILTER FJIBItlC NATURA NATURAL GROUND CATCH BASIN /
IS USED ADJACENT TO A CHANNEL, CREEK OR POND. z / 1 ALT FENCE I
8. TURN SILT-FENCE UP SLOPE AT ENDS. ' WITH WIRE MESFI YAY USE B' CENTERED POSTS, ~i ~ ~ - NBURG FABRIC USED ~ CHARLOTTE MECKLE
LL T DITCH N EMPORARY SIL T i ~ ~6 WAStIED STONE
y AFTER ~ LAND DEVELOPMENT runncNU+CE NOTES: 1. FILTER BNtRIERS SHALT. BE INSPECTED YgrEDIhTEL EACIi RAINFALL AND AT LEAST DAILY DIAMNG PROLONGED RAINFALL. ANr e 3~.~5 PLAN VIEW ~ s° MIN
may. STANDARDS RtPA/LS tEID~D SHUN er: 12" MIN.
2. SHOULD 1FE FJtBIgC DECOIp06E OR BECOIE REtFECTNE PRNNi 70 1HE END OF THE EAPECTED USABLE UFE AND THE BAAIIER SRI. IS NECESSARY, TfIE ANCFpR SKBtT 8" MWWUM FlL FABRIC SKIRT W B~OF ~ STONE
FARING SHALL BE REPLACED PROIIFILY. trEY a sEDrafr f1EP08115 slgouD tIE REUOrEO AfiER FJlaf SroRY EYENr. THEY ~._4~
No. DATE DESCRIPt10N MfSf BE REIIOYED wllof OEPOSRS RFlrpl APNOIL~ ~ AEiLE~
TIE BWEIER. ~ SEDR~ BE m GRY m TLE SLT FflICE ~ RflfOMED RE4ISIONS
E1~T1iG APPROVED DATE O. • O• • N0. DATE DESCRIPTION
BASIN STORAGE DRAINAGE AREA RAINAGE AREA WEIR LENGTH TOP OF WEIR SECTION A-A
CHARLOTTE - MECKLENBURG _ FILTER DENUDED STORAGE BASIN DIMENSIONS SIDE VOLUME RUNOFF rr~ . BASIN N0. RUNOFF L=0/Ch'`5 ELEVATION ELEVATION APPROVED DATE
AREA VOLUME SLOPES PROVIDE C I A O ~II..~, I. I_I ~L~ LAND DEVELOPMENT TL--MPORARY AC CF TOP BOTT Z H h F (CF) _ I A 0 iD.00' MIN.
30.06 - t) 4.; STANDARDS FB-1 4.87 8,766 SEE PLAN 2 4' 1 1' 2:1 12,841 0.6 7.03 5.76 2 7.03 5.76 24.3 10' 704.0 7o2,G CHARLOTTE - MECKLENBURG - SILT FENCE
- 6 4068 SEE PLAN 2' 4' 1' 1' 2:1 5,145 0.6 7.0 2.64 11.1 FB 2 2.2 7.0 2.64 11.14 10' 700.0 s9s.o LAND DEVELOPMENT STORM INLET SEDIMENT TRAP
PLAN 1' 2' 1' 1' 2:1 4,905 0.6 7.0 2.20 9.2 7.0 2.2o s.2e 10' sso.o 688.0 STANDARDS 30.09
G COUNTY FB-3 2.20 3,960 SEE MECKLENBUR FB-h 4.23 7,610 SEE PLAN 1' 2' 1' 1' 2:1 7,664 0.6 7.0 4.72 19.5 ccFnaFn PR£PARA AOlJ NDIES• 7.0 4.72 19.91 11' 682.0 680.0
1. Surface water control measures to be installed Department of Environmental Protection FB 5 1.80 3,240 SEE PLAN 1' 2' 1' 1' 2:1 6,511 0.6 7.0 1.80 7.51 according to plan. SOlid Waste Disposal 7.0 1.80 7.59 10' 702.0 700.0 7.0 18.4 77.6 10' 706.0 704.0
FB-6 2,64 4,752 SEE PLAN 1' 2' 1' 1' 2:1 5,465 0.6 7.0 18.4 .I 2. Areas to be seeded shall be r(pped and spread 7.0 8.27 4.88 30' 692.00 690.0
with available topsoil 3" deep. NOTES and other obstructions shall _ e for odes FB-7 7.00 12,600 SEE PLAN 1' 2' 1' 1' 2:1 15,486 0.6 7.0 8.27 4. 3. loose rocks, roots roeryrn .gpoE$ AND flit $ The ongl 7.0 5.46 23.0 20' 686.0 684.0
be removed from the surface so that they will sand fills aholl be no greater than the angle A.) All on-site waste disposal (stump holes) require prior - slope klenbur Count De artment of F©- ti 4.96 8,928 SEE PLAN 1' 2' 1' 1' 2:1 14,360 0.6 7.0 5.46 23.( not interfere with establishment and maintenance a royal from the Mec
final seedbed which can be retained by vegetative cover a other Epvironmental Protection (MCDEP) and the Issuance of a of vegetation. Surface for adequate erosion contrd devices a structures preparation, at finish grades shown, shall be In any event, slopes left exposed shill, within 30 land use permit from the Mecklenburg County Zoning
reasonably smooch oriel uniform. Administrator. 4. If no soil test is taken, fertilizer and lime to working days of completion of any phase of grading, 1z
be accordin to seeding specifications above. be planted or otherwise provided with ground cover, B.) All approved on-site disposd (stump hdes) ahdl g devices, or structures sufficient to restrain erosion. conform to the North Cadina Slid Waste Management y iyttli,YbB~C,~~ 1
In addition, provide 15 lbs./1000 s.f. of super- Rules 15A NCAC 13B .0580-A566, the Mecklenburg County phosphate. RRIXIND t10kER -Whenever land disturbing activity is Solid Waste Malaganent Regulafxxls and the Mecklenburg
5. IT soil test is taken, provide fertilizer and undertaken on a tract comprising mare than one acre, County Deportment of Environmental Protection (MCDEP) lima acceding 1o soil teat spat. if mae than one contiguous sae is uncovered, be Procedure far On-Site Waste D'xlposd. II "Y~6 L' p! ~ ~ ~ 9~
6. Fertilizer and Ilme shall be applied uniformly planted a otherwise provide within 30 working days Notification of these requirements shall be and mixed with the soil during seedbed prepay- on that portion of the tract upon which further communicated to subsequent developers and butlders.
atlon. active construction is not being undertaken, provided 7. Additional erosion cantrd measures may be ~osed FLOW -r MIN-
a that this subsection (C) shall not apply to dekretl C.) A plan depicthg the ~ shill Ibe atubmlttedntosMCDEP as TOP OF BERM din on field condition t to be not shown on this d ) required depen g land formng the basin of a raservoF to er I I ~ , , ~
B. Mulch to be tacked a mechanically fled down inundated. soon as the locafiana have been determined. within two days after mulch is spread. 1' MIN. FLOOD STORAGE ZONE --(r)=rRemou+D (r wN) ~ ~ ,1•,u, JE s ra ---{n}=w+mNC HeAD (1' uAx)
9. Buffer zanea to be used only as specifically denoted on plans. (H)=WEIR HEIGHT s,~'`My.
N 10. Barrow and fill to be balanced on site. ~ sAxlwvr. saFa~rcAnoN~: z =SEDIMENT STORAGE ~ 1 5TWASHEON "s~+{' FILTER BASIN NOTES ,aT `rJ~~!J :HICK MIN. ,wyj .
3 e Plantlnp Rate ~ # STONE Mote fYP CLEAN OUT STAKE WASHED 2 1. Exact basin locations and bottom elevations to be field set STONE ~ 1 to maximum efficiency.
Aug. 15 -Nov, 1 Tall Fescue 300 lb /ere or 7 !b./1000 s, f. MAXIMUM LEVEL OF SEDIMENT 1 /ao or 7 I b. / 1000 s. f. ? ~ ~ _ cue rind 300 b• COLLECTED (CLEAN BASIN OUT ~ N Nov, 1 Kor. l Trill fes ~ 1F 2. Sha a of basins may he modified to fit terrain- volumes P
o GENERAL NOTES Abruzzi Rye 25 lb /oe or 1/2 lb./100D s. f. WHEN THIS LEVEL REACHED) (U 15 'fol l Fescue 300 lb. /se or 7 Ib, /1000 s, f. N x Nnr. 1 -Apr. shall hold. CAl N.C. QE-Gl1 3. Pipe outlets shall drain into basins. Remaining pipe sections BffONEIUIIgG This drawing and/or the design shown are the
d Op 1. All "Sid." numbero refer io the Qhalotte/Yedklenburg Land Development Apr. 15 -Jul, 30 Mulled Con+on 30 Ib, /ere or 1 lb. /1000 s. f. ~ N Siandsde Monad. Berlwda~grnss shall be installed upon removal of basin and upon stabilization property of ESP Associates, P.A. The reproduction,
ermlt from Jul. 15 -Aug. IS Tall Fescue and 300 Ib. /nc or 7 Ib. /1000 s. f. of adjacent disturbed areas. IP RAP alteration, copying or other use of this drawing
[U 2. On-alts burid pits require an an-alie demdltbn landfill p IIrowntop NI I let or 35 Ib /ne err 7/8 lb, /1000 s. f, the Zoning Adminiatrats. SorOfxal Sudan Hybrids 30 lb /ac or 3/4 lb, /1000 s, f, r-i without their written consent is prohibited and any AND FILTER infringement will be subject to legal action.
SECTION THROUGH BASIN AND FILTER 3. Any grading beyond the denuded limits shown al the plan Is a violatlan Mulch with straw applied at lha rote of 15-100 Ib./1000 af. cn of the City/Cawrty Erosion Contrd Ordinance and is subject to a fine. Heaves mulched during January -March pa(od. - -4949 632 00 A.
~ o Ian Control Plan ~ 6 4. Grading mae than one sae without an approved Er s ESP Associates, P. ~ Imm i1w~
r-+ h a vidation of the City/County Erosion Control Ordinance Apply ogriculturd lime al the rate of 90 b./1000 af. ~ and Is subject to a fine. Apply 10-10-10 commercial fertllzer al the rate of 20 b./1000 af• ¢ REFERENCE: CHARLOTTE MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL
Tads: Aaphdt tie down - 225 gel./ac (~jy I + err 5. Stabll(zatlon is the beat form of erosion control. Temporary seeding Is ~ ~ ' \ (Contractor to verify and use latest version of details)
~ necessary to achieve eraelon contrd an large denuded areas and t- traction se uence ~ x ospeclolly when specifically required as port of the cons q
shown on the don. All graded slopes must be seeded and mulched \ 1 SILT FENCE TOP OF DAM radio .All remalnin areas are to be W xf rn within 30 dogs of completion of g g 9 3 seeded and mulched within 120 days. '"1''.:10"-MIN;"'`:'`.::':" S 1 OR 2 Std. Description Std. ~ 1P ( ) RIP RAP
ll L'E , ~ ~ CARRY RIP RAP UP -o c to control erosion and sediment may be required artment. ~ ' 3 ~ x SIDES OF SPILLWAY-~ H 6. Additional measures AY-~ Storm: Catch basin(CB) 20.01 AkB
o by a repreaentatlve of the City/County Engineering Department. 1. Obtain Grading/Erosion Contrd don approval Rom the CRy of Charlotte Fnglneering Dep RIP RAP APRON _ wtUl Cft of Charlotte Erosion Contrd Inspects to discuss ~ fARTy x v 2. Set u an on site precanslruclian conference y •`~"''{~r~R~E~!~`(r~:M;Ny.~;'~:' CB frame, grate & hood 20.02 A&B 20.12 1 6 28 01 REVISED PER NEW SITE LAYOUT SMG/PGG
w m once with dl P rd measures. Cd 338-258. Failure to acheduk ouch conference 48 ham prbr to any land ~ BERM 7. Any land-disturbing activity > 5 aces requires co pll erosion coot m conditions of the General Permit to Discharge Storm Water Under disturbing activity is n vidatlon of Chapter 18 of the City Code and is subject to fine. )~piyjMp:.:f~?.lii~k`~'::` Drainage structure steps / / , ; 20.13 Brick drop inlet (DI)
a lion S tam Permit No. lion entrances. \ 0 a the Natlanal Pollutant Discharge Elimina ys ( 3. Instill canstruc U NCGO10000). Any permit noncompliance Is a vidatlon of the Gean Walar q, Install filer basins, silt fence, and diversion ditdbe as shown on the Erosion Contrd Plan and in r(~. DI frame & grate 20.14 REVISION BY
e Act and may require enforcement action by the Nath Carding Department accsdtnce with the standsd detoia Clear only a nscewary to hddl these devices ~!'Cy c of Environment, Health, oriel Natural Reaourcea. (Fa queatlana contact ypacl y gYraerfig Inspect #5 WASHED STONE Rip rap apron 20.23 N0. DATE Rip rap ditches 20.27
ro 1699 5. Cell 336-2291 for on-site h ion b En a. When approved, Fnglneering Inspector Issues = E Mooreavllle Reg'x>nal Offlca Water 4uality Stall at 883- ) the Grading Permit. Begin deoring and grading. \x--x 6. Grade site according io contract documents SILT FENCE Trench detail storm pipes 20.25 PROJ T N Conc. Headwall 20.16 SHEET TITLE PA31
m 8. fills which w81 auppat footings and foundations shall be installed eni, Install storrn ° and tested In accedence with accepted engineering practice such 7. Fdtowing approval of slam dralnklge systems Dy tM City of (xlarlotte Fnglneering Departm _ Conc. Wingwol 20,17 SC LE
r- ca adt of 2000 sf Is achieved drainage as site is brought up la grade. Instill alarm Wet sek9ment traps around all ideta as they ore RIP RAP APRON TO CONTINUE that a mfilmum allowable beaing p y P constructed. TO LIMITS OF DISTURBED AREA vl in accordance with the North Carolina Slots BuNding Cods. above fill areas sediment basin SB 3D.D, OSION CONTROL DETAILS N.T.s. Erosion: Riser type ( ) ER DA
Y B. Provide temparsy stamr drainage pipes as needed to prevent ptading r- Altematlvaly, the developer may fill Iota without providing a minimum 9. The contracts shall d?igently roil continuaualy maintklh aM eraelon control devices and structures to ro I Gravel and rip rap sediment bosin (FB) 30.02 2 15 01 (7 M N.) Sediment basin notes 30.03 DRAWN Y
a 2000 paf bearing capacity as long as the developer dlecloses to the buyer minimhe erosion. Inspect oriel r~afr measures after endl rdnfd and a needed throughout the project. he that the foundaioan material may not meet NC Building Code Standards. contractor shall maintain does contact with the CRy of Charlotte eraelon control inspects so that periodic flexible slope drain 30.04 PROJECT 30.05 JAM R Silt ditch (SD) 30.06 GORES CHAPEL CH CKED BY
r+ napectlons can be perfartned at appropriate stages of rwnatnlc?bn. p- 9. All slopes are graded no steeper than 2:1, unless otherwise noted. 10. Stabilization is the heal fsm of erosion (wntrd. Tamperers eeedirrg is necessary to achieve erosion ELEVATI( ELEVATION OF BERM AND FILTE Silt fence M Silt fence storm inlet sediment trap 30.09 PGG
m cmtrd on large denuded seas and especially when required m port of the construction sequence. All graded L 10. A grading plan droll be submitted for sly lot rpad'ng exceeding one acre slopes must be seeded and mulched within 15 days of tpmplstlon of grading. All remaining areas ore to be Rock check dam 30.10
v which was not indudad in a previously submitted grading plan. seeded and mulched within 120 days. rn 11. Inspect all storm drain systems and remove d ocapndoled all and debris at the end of the project. Construction entrance 30.11 A CHARLOTTE N.C. I Filter Rin Detail 30.12 9 A G
~ 12. Contracts to candela ske grading and atablfze graded areas n accordance with the seeding sche u e. a~ ° - Upon Inspection oriel approvd of the site by the eraelon tbrrtrd fnapeeter, filter basins and other erosion yr'/n~ n Inlet Protection 30.07, 30.08 or 30.09 CLIENT PA31ECDT.DWG
n _ ,....,.,,v e.drea mnv ha removed. ~/"f1UA p /~,fTJir~ .CTTI IVII gin. n21 ~F 1. Ill ~ Temoorarv Stream Crossing 30.14
13. the bolder wll be required to provide individual lot erosion control through e w mg
c, at Building Standards Department. It Is the Contractors responsibility to contain sediment on-site. Additional m MRAIM OSSMANN COMMUNI TIES, INC R
a erosion control measures may be required by the inspector to oeeuro adequate erosion control for the project. Q_ / S PeA• Control Planning and Design Manual, U.S. Dept. of Agriculture. U.S. Soil Conservation Service, City of Charlotte SSO otte ~eerie 4339 STUART ANDREW BOULEVARD, SUITE 201
N CIATE 14. All erosion control measures shall be constructed in accordance with the N.C. Erosion and Sediment _ ESP A Erosion Control Ordnance, and the City of Chart 9 Department.
engineemngesurveyingeplanning • NOTE THIS SHEE C_ 10915 Southern Loop Boulevard SHEET-FOR EROSION CONTROL ONLY! 14 Of SHT
11 1 CHARLOTTE, NC 28217
/ - Pftwville, NC 28134 [phone] w
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w : ~ / j f ~ ~ ~ This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction,
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~ ~ , v~ ~ without their written consent is prohibited and any
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~ N ~ RII~ r.~;/ y 800-6 -4949 7 ESP Associates, P.A.
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cf) 10915 Southern Loop Boulevard VERT: 1°=4' U - Pineville, NC 28134 [phone] 1 4339 STUART ANDREW BOULEVARD SUITE 201
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W ~ ~ i ~ y, ''V ~ . X ~ } \ i j, ~ This drawing and/or the design shown are the
property of ESP Associates, P. A. The reproduction,
~ ~ H CO i~ o alteration, copying or other use of this drawing
~ n - ~ m m 705 a , f o m ' v without their written consent is prohibited and any
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v 10915 Southern Loop Boulevard = Pineville, NC 28134 [phone] VERT: 1"=4' CROSSMAN COMMUNITIES INC. DATE: e
0 4339 STUART ANDREW BOULEVARD SUITE 201
L a i CHARLOTTE NC 28217
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o v \ ~ \ Il Ga, j J In \ i ~ i t 800- -4 4 632 9 ESP Associates, P.A.
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SCALE: HORIZ. 1"=40' NOT FruR WNAUUMUIN
10915 Southern Loop Boulevard INC. CROSSMAN COMMUNITIES,
Pineville, NC 28134 [phone] VERT: 1"=4' 1
DATE: / f .,~~,-vl 4339 STUART ANDREW BOULEVARD, SUITE 201 1 CHARLOTTE, NC 28217 ---p- PH: [phone]
FAX: [phone] of sHr

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H U W ~Y~I~G This drawing and/or the design shown are the
U7 X property of ESP Associates, P.A. The reproduction, alteration, copying or other use of this drawing
r 0 without their written consent is prohibited and any
F- 0 infringement will be subject to legal action.
0 0 - -4949 0 63 80 ESP Associates, P,A
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C (D E N0. DATE REVISION BY
N f!7 SHEET TITLE 0 0
O L U PA31 FLOOD STUDY s A
`1 CROSS-SECTIONS HORIZ. 1"=40' VERT 1"=4'
L a DA 6-29-01
m PROJECT D A Y SBP
n ~a MOORES CHAPEL HE K Y
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v~ - v - s ~ ~ - F CHARLOTTE NC CITY 0 ' ~
L - ~ ' ~ '!~1l ~ CLIENT D AWl G 4 ~ ` ~ FLOODSTUDYXSECT
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a engineeringesurueyingeplanning a SCALE: HORIZ. 1"=40- COMMUNITIES INC. CROSSMAN
i •'c 4339 STUART ANDREW BOULEVARD, SUI I IAL TE 201
4-) - 10915 Southern Loop Boulevard VERT: i»=4~ Pineville, NC 28134 [phone] m -
0 D ATE CHARLOTTE, NC 28217 PH. (704 527-2550
L a FAX: [phone] of SHT -
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