20020279 Ver 1_MAPS_20020220

Stantec Consultin Inc. 9
5265 Parkwa Plaza Blvd Y
NOTES Suite 130
1, IF ROOT IS NECESSARY DUE TO UTILITIES, BUILDING A FOUNDATION, Charlotte, NC U.S.A, 28217
RETAINING WALLS, ETC., USE A SHARP NEW TRENCHER BLADE Tel, 704,329.0900
OR EQUIVALENT FOR A CLEAN CUT ON ROOTS. fax. [phone] NOTES;
2. IF DISTRUBANCE LINE COMES WITHIN THE ROOT PROTECTION ZONE, SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT, www,stantec,com PRESERVATION PLAN FOR
THEN ROOT PRUNING IS PREFERRED. REQUIRED RADIUS 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES, OF TREE BARRIER 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
ONLY ROOT PRUNE TO A DEPTH THAT IS REQUIRED PER DEVELOPMENT TO A MAXIMUM OF 24", STANDARDS MANUAL FOR GENERAL SPECIFICATION REGUARDING TREE PROTECTION. CD C1 Ilt ReSBNed
PY 9
R00T PRUNE PRIOR TO THE REMOVAL OF SOIL (LOWERING OF GRADE) AND BACKFILL/COVER ALL ' The Contractor shall verify and be responsible for oll dimensions. DO NOT scale the drowing -ony errors or omissions shall be reported to
ALL NEWLY CUT ROOTS. Ci Stantec Consulting Inc, without deloy.
The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction or use for ony purpose other thon ~ chat authorized b n I in In i f i n.
- y Stontec Co su t g c. s orb dde
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NONE
3/4" NYLON STRAP (OPTIONAL-SEE NOTE 4) 6" SLIP KNOT WITH STOP KNOT, t--~
6" LARGER THAN TREE DIAA~ETER R~ALT ~..`ORP
BUTTRESS ROOTS OOYY OAO~~.. ~ Y"/~~TY ~YT •V MO
ROOT CROWN TO BE AT
FINISHED GRADE tt" - 4" MAX. LAYER OF MULCH PLAN VIEW OF ROOT ZONE NOtes
KEEP MULCH AWAY FROM TRUNK 1" TO 2" ~ti
„ " 4° MAX. HIGH WATER BERM OUTSIDE DF BACKFILL 1 x2 x18 WOOD STAKE WITH
CENTERED 3/13" HOLE DRIVEN DISTANCE FROM TRUNK
IN LINE WITH STRAP LESS THAN ROOT PROTECTION ZONE EXISTING TREE ONE F00T FOR EACH INCH OF TRUNK DIAMETER w
OR 1/2 HEIGHT OF TREE Z J
UNDISTURBED SOIL FINISH GRADE ~ • WHICHEVER IS GREATER T EXISTING REE o.
6 MINIMUM WIDTH ~ 0 FOR 2" COL. TREES
REMOVE TOP 1/3 OF BURLAP, } ~ 6" BARK ULCH,
/ AND ANY NAILS PINS, ETC, PLACE BARK DEAD TREES AND SCRUB OF UNDER o
REMOVE TOP 2/3 OF WIRE BASKET GROWTH SHALL BE CUT FLUSH WITH ~ MULCH AT AREAS ADJACENT GRADE, NO GRUBBING NOT PROTECTED
WHERE PRESENT ~ ~ PLANTING MIX (AS SPECIFIED) ALLOWED UNDER DRIP LINE. BY BARRIER.
UNDISTURBED SOIL LINE (IF SOIL HAS BEEN PREVIOUSLY 2x4" STANDARDS + 1x4" RAILS OR ORANGE SAFETY FENCING ,
DISTURBED, FIRM SOIL UNDER g" 6" ROOT BALL DIAMETER 6" 8" MAY BE USED, a I
ROOT BALL) VARIES -1 l =1 11= -III-I
CUT ROOTS CLEARLY AT 90'.
IF TEARING OCCURS, CUTS JUST BEYOND BEGINNI BEYOND BEGINNING OF TEAR, -III-III -i i ~ .TELY.
A L TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK ANSI, 1990, PART 1, "Shade and Flowering Trees") BACKFILL ALL CUT ROOTS IMMEDIATELY. L (
For Exomple: Caliper Height (range) Max height Min. root ball dia, Min, root ball depth FOR PRUNING SEE
2" 12-14' 16' 24" 16" 3 NATIONAL ARBORIST r ~7 ASSOCIATION SPECS.
3" 14-16' 18' 32" 21" C/.2 •
NOT TO SCALE
NOTES: TREE LIMB
1, REMOVE WIRE OR NYLON TWINE FROM BALL 2, SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION REMOVAL
4. SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER RMNT, 2
C7.2 PLANTING REQUI E E S • 5, STAKING REQUIRED FOR LEANING TREES OR AS REQUIRED BY C7,2
CONTRACT, SEE GENERAL NOTES; SEC. 04100-TREE PlANT1NG, PART NOT TO SCALE
NOT TO SCALE 3 PARAGRAPH 6,9.
GENTLE SLOPES STEEP SLOPES 3:1) SPACING VARIES
A F TA L FESUE 100 LBS/ACRE TALL FESCUE SEE SITE PLAN SEEDING 80 LBS/ CRE O L •~r.,. MIXTURE 30 LBS/ACRE SERICEA LESPEDEZA '`~~>a_ ~~~b
(UNSCARIFIED AFTER AUGUST 15) ` ~a ~4~ / ~ 4(
10 LBS/ACRE KOBE LESPEDEZA o~, .o~, 3 LAYER OF MULCH / 1 J ~
1~ „ ~ NOTE; WRAP TRUNKS OVER 2 DIA, WITH
FALLS AUGUST 25- OCTOBER FALL AUGUST 25- OCTOBER COLLAR-MIN, 2' HT. ~ ? ` ~ ~ _ ! ~ l~ ` > APPROVED TREE WRAP
LATE WINTERS FEBRUARY 15- APRIL 15 LATE WINTER FEBRUARY 15 APRIL 15 ~~'J-~ ~ SEEDING ADJACENT GRADE ~4 ~ 3
DATE TO EXTEND SPRING SEEDING INTD JUNE, ADD TO EXTEND SPRING SEEDING INTO JUNE, ADD 4»
15 LBS/ACRE HULLED BERMUDAGRASS 15 LBS/ACRE HULLED BERMUDAGRASS REINFORCED GARDEN HOSE GUARD, ONE
;T 1 ' AT H Y LA ~ HOSE GUARD REO D. EAC GU (B CK)
N OF KOBE LESPEDEZA OVER FALL-SEEDED TALL ~ 1 6 ~a. OVERSEEDING OF KOBE LESPEDEZA OVER OVERSEEDI G _ w..
FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE, FESCUE IS VERY EFFECTIVE, MIN,'"-` -,~:,~~,,,,,•~o,. 11 GA, GALV. GUY WIRE WITH
P IL TESTS OR 4000 SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, APPLY LIME AND FERTILIZER ER SO , i i-Li 6" ALUMINUM (OR GALV) TURNBUCKLE _ _ _ _ _ ~ 3 RE 'D, EACH TREE 1 PER CITY COMMENTS CIP RGJ 08/16/2002 I iul Q
OR 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE LBS/ACRE LIMESTONE AND 1000 LBS/ACRE - 0 SUBMITTAL TO CITY CIP RGJ 6/26/2002
-1 -10 FERTILIZER, 10-10-10 FERTILIZER, EDGE OF PLANTING BED - 10 0 SHREDDED PINE PARK MULCH ReVISlOn By Appd, Dote
3" MIN, DEPTH
NOTES; TAMP SOIL MIX UNDER EACH PLANT AN11NG BED DETAIL "
- V R AN ISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE (1) BALL TO MINIMIZE SETTLEMENT TYPICAL PLJ4NTING BEC GROUND COVER- WHERE E L D D 1/2 DIA, THIN WALL P.V.C. TUBING " File Name: 73200278-CDDT,DWG (2)
ACRE, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS. PLANTING Mlx AS SPECIFIED (WHITE) 48 MIN, LENGTH ONE REQ'D
EACH GUY Perm~•Seal
GRADED SLOPES AND FILLS-- WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, OR COMPLETION OF ANY PHASE OF TURN BACK TOP 1/3 OF BURLAP (REMOVE
GRADING, WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, P TELY . CUT +++duu~?~~i SYNTHETIC WRAP COM LE ) A
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. TR NK R~ ~i 12 ~ TWINE & WIRE AWAY FROM U ~ ( ~
NOTES :S ~ Oti Z Q - w . . ~ ' EARTH SAUCER ~
EARLY SUMMER SEASON STEEP SLOPES 3:1) EQUAL SPACING BETWEEN ALL PLANTS 1. OMIT COLLAR ARf L ~ EMIT COLLAR AROUND EACH SHRUB WHEN ~~~j~~/~ " 23956 S
IRRIGATION SYST RRIGATION SYSTEM IS PRESENT. ~ ~ 2x2 x36 HARDWOOD STAKE
SEEDING 40 LBS/ACRE OF GERMAN MILLET 120 LBS/ACRE RYE (GRAIN) • 0 LBS/ACRE TALL FESUE EDGE OP PLANTING 2, INSTALL TOP OF VSTALL TOP OF PLANT BALL ~ •,'y ~P~ g Za d2 N
MIXTURE 80 LBS/ACRE OF TALL FESUE 8 BED » 2 ABOVE ADJA( 2 ABOVE ADJACENT GRADE, ~ ~ PLANTING SOIL MIXTURE: AMEND EXISTING SOIL ~~9A~ ~ o
TYP, STAGGERED ROWS \ ~ : i,;~ WITH 3 PARTS TOPSOIL, 1 PART COARSE SAND 'AMP PLANTING MIX FIRMLY AS PIT a C - „ ANO 1 PART COMPOST/PEAT MOSS N
-DECEMBER 30 3, TAMP PLANTING MAY 1-AUGUST 15 OCTOBER 25 IS FILLED AROUN S FILLED AROUND EACH PLANT BALL, ~ ~ ~ ~ ~ ~ 6 °
MPA T BA KFILL TO PREVENT ~
TW N DECEMBER 30-FEBRUARY 15, ADD 50 LBS/ACRE TYPICAL PLANT~VG BED PLAN 4, SOAK EACH PLAP SEEDING REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, BE EE A AN PIT CO C C ~1 iOAK EACH PLANT B LL 0 PLANT MATERIAL UNDER ~ 0 MMEDIATELY AFTER INSTALLATION. SETTLING OF
DATE 15 LBS/ACRE HULLED BERMUDAGRASS OF ANNUAL KOBE LESPEDEZA IMMEDIATELY AF' PLANT BALL AND PROVIDE POSITIVE REALTICORP
DRAINAGE AWAY FROM PLANT m
APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT HYDROSEEDING. HYDROSEEDING. SCARIFY SUBGRADE/SIDES OF PLANT PIT ~ Q
R BALLANTYNE
SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, APPLY LIME AND FERTILIZER PER SOIL TESTS, OR 2000
AMENDMENTS OR 2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10-10 CENTER N ° °
10-10-10 FERTILIZER FERTILIZER, N Charlotte, North Carolina
m
3 irr':'r: Ttle ~
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IVI ITE J C L S
STANDARD DETAILS 6 N
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10.05B) Project No. Scale 1
(CMLDS #30.17A-B) °U DETAIL CMLDS X40.056 TREE 73200286 NIA
NOT TO SCALE NOT TO SCALE NOT TO SCALE
.Drawing No. Sheet Revision
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5265 PARKWAY PLAZA BOULEVARD ~I
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CHARLOTTE, NC 28217
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(P)704-329-0900 pds~~ 1 1 ~ 5
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14"20 BALLANTYNE GURPORATE PLACE, SUITE 160
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CHARLOTTE, NC 28277
(P)704-542-7773
(F)704-542-5854
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BALLANTYNE CENTER ~ DRAWING INDEX
D
I SHEET DESCRIPTION
ROUGH GRADING, DETENTION, & LANDSCAPING
GRAPHIC SCALE
C0.0 COVER w
C0.1 SITE STANDARDS,GENERAL NOTES,
ABBREVIATIONS AND SYMBOLS
( ~~T) C1.1 EXISTING CONDITIONS &
i ~~n =goo ea DEMOIdTION PLAN
CHARLOTTE ~ NORTH CAROLINA
C2.2 LANDSCAPE PLAN
C3.1 SITE GRADING & STORM DRAINGAGE
C3.2 EROSION CONTROL PLAN o
C3.3 PRE DEVELOPEMENT DRAINAGE
AREA MAP
C3.4 POST DEVELOPEMENT DRAINAGE
AREA MAP
C7.1 CIVIL SITE STANDARD DETAILS
C7.2 CIVIL SITE STANDARD DETAILS
C7.3 CIVIL SITE STANDARD DETAILS
CONDITIONAL PLAN
JUNE 26, 2002 ~ GIY COMMENTS CIP/BHK RGJ OB/16/02
o SUBMITUL TO G7Y C1P RGJ 6/26/02
Revbion eY MPa. Date
u d
N C~
Project Number: 73200286
Issued By APpd, Data

GENERAL NOTES
1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN AND OTHER POTENTIALLY UNKNOWN
INS SITE SYMBOLS STANDARD SITE ABBREVIAT 0 UNDERGROUND ELEMENTS, ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT
ANY UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE I RED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN. Stantec Consulting Inc. D SCOVE
ABC AGGREGATE BASE COURSE MAX MAXIMUM EXISTING PROPOSED /NEW DESCRIPTION 5265 Parkway Plaza Blvd
AC ACRES MED MEDIAN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MH MANHOLE N ~s'IS'3o" E N 75'15'30" PROPERTY LINE 2, PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, ~ 1 ONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER, Suite 30 C
APPROX APPROXIMATE MIN MINIMUM 310.00' 310.00 Charlotte, NC U.S.A. 28217
ASPH ASPHALT MJ MECHANICAL JOINT _ _ _ _ RIGHT OF WAY 3. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING I 4 Te , 70 .329.0900 THESE CONSTRUCTION ACTIVITIES.
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS MON MONUMENT Faz, 704,329.0905
AWWA AMERICAN WATER WORKS ASSOCIATION MTL METAL CENTERLINE ASLA AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS MW MONITOR WELL 4. ALL TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION, www,stantec,com
TOWN, VILLAGE, CITY LINE 5, CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACIIVIIIES AT THE JOB
B-B BACK OF CURB TO BACK OF CURB N/A NOT APPLICABLE SITE,
BL BOLLARD LIGHT NAD 27 NORTH AMERICAN DATUM 1927 EASEMENT BLDG BUILDING NAO 83 NORTH AMERICAN DATUM 1983 Cop n ht Reserved PR VI I N ~ THE CONTRACTOR SHALL COMPLY WITH THE "RULES AND REGULATIONS GOVERNING THE CONSTRUCTION INDUSTRY" AS y g 6. SAFETY 0 S 0 S,
BM BENCHMARK NBL NORTH BOUND LANE SETBACK PR ULGATED FOR THE HEALTH SAFETY ANO GENERAL WELFARE OF EMPLOYEES BY THE COMMISSION OF LABOR UNDER GENERAL STATUTES The Contractor shall verify and be responsible for all dimensions, DO OM ,
BOC BACK OF CURB NC NORMAL CROWN OF NORTH CAROLINA, AND 29CFR PART 1926 AND PART 1910. PARTICULAR REFERENCE IS MADE BUT NOT LIMITED TO THE FOLLOWING RULES NOT scale the drawing -any errors or om~ss~ons shall be reported to ~ED LIMITS AND REGULATIONS; BUILDING CONSTRUCTION WORK, DEMOLITION, EXCAVATION, PERMIT REQUIRED CONFINED SPACES AND TRENCHING, IN Stantec Consulting Inc, without delay.
BOL BOLLARD NC GRID NORTH CAROLINA GRID LIMITS OF CONSTRUCTION /DENUDED LIMITS BOW BOTTOM OF WALL NCDOT NORTH CAROLINA DEPARTMENT ADDITION TO THE FOREGOING SAFETY PROVISIONS, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND COMPLY WITH THE DEPARTMENT The Copyrights to all designs and drawings are the property of
BVC BEGIN VERTICAL CURVE OF TRANSPORTATION 950 CONTOURS F N P T N R TH OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 L 91-54 Stantec Consulting Inc, Reproduction or use for any purpose other than OF LABOR SAFETY REGULATIONS OR CO 5TRUCTION ROMULGA ED U OE E ( that authorized by Stantec Consultin Inc. is forbidden, WHERE THE REQUIREMENTS OF THESE ACTS ARE IN EXCESS OF THOSE REQUIREMENTS SPECIFIED, THE REQUIREMENTS OF THESE ACTS SHALL g
BW BARB WIRE NCGS NORTH CAROLINA GEODETIC SURVEY GOVERN, SHOULD THE PLANS OR SPECIFlCATIONS REQUIRE MATERIALS OR METHODS IN CONFLICT VNTH THE SAFETY ANO HEALTH
NEMA NATIONAL ELECTRICAL 1314,00 950.50 SPOT ELEVATIONS REGULA110NS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST OF THE ENGINEER ANY CHANGES THAT MAY 8E NECESSARY, Consultants
C&G CURB AND GUTTER MANUFACTURERS ASSOCIATION CATV CABLE TELEVISION NIC NOT IN CONTRACT BENCH MARK
CB CATCH BASIN NIP NEW IRON PIPE 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS REGARDLESS OF FUNCTION ,METER BOXES, NONE ( )
CBL CABLE NTS NOT TO SCALE BUILDINGS FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC. TO MATCH FlNISHED GRADES AND SITE PLAN, ALL SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER AND OWNER.
CFS CUBIC FEET PER SECOND CHL CHAIN LINK 0/C ON CENTER PAVEMENT, SIDEWALKS R~ALT~CORP O O Y Y Y A O I~ L I Y V Y" T Y O Y T " V M O
CI CURB INLET OD OUTSIDE DIAMETER 8. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR ANO PEDESTRIAN TRAFFC DURING ALL CONSTRUCTION ACTIVITIES. TRAFFC SHALL NOT BE DISTURBED DURING CONSTRUCTION,
CIP CAST IRON PIPE OH OVERHEAD CURB AND GUTTER
~ CENTERLINE OSHA OCCUPATIONAL SAFETY AND CM CONCRETE MONUMENT HEALTH ADMINISTRATION ~~~J ~J~~ TREE LINE P F R T I F P P NOteS 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ANO ADJACENT PRO ERTY OWNERS AS REQUIRED OR WO K OU S DE 0 RO ERTY LINES, UNDER ABSOLUTELY NO gRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON-WORKING
CMP CORRUGATED METAL PIPE OVH OVERHANG HOURS,
CO CLEAN OUT POND, LAKE, RIVER, STREAM 10. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC
COM COMMUNICAl10N P/A PARKING AREA DURING ALL CONSTRUCTION ACTIVITIES.
CONC CONCRETE PC POINT OF CURVATURE RETAINING WALL CONSTR CONSTRUCTION POC POINT OF COMPOUND CURVATURE 11, BOUNDARY SURVEY PERFORMED BY GPA PROFESSIONAL LAND SURVEYORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
CONTR CONTRACTOR PED PEDESTAL - x x - - o o - FENCE LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDI110NS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER
COR CORNER PI POINT OF INTERSECTION AND OWNER PRIOR TO CONSTRUCTION.
CP&l CAROLINA POWER & LIGHT PING POINT OF INTERSECTION NO CURVE GUARD RAIL CULV CULVERT PIV POST INDICATOR VALVE 12. VERIFY ALL DIMENSIONS ANO GRADES AT THE JOB SITE, IF DIFFERENCES ARE FOUND, NOTIFY ENGINEER SO THAT MODIFlCATIONS TO
CW CHILLED WATER R PROPERTY LINE SWALE/DITCH THESE DRAWINGS CAN BE MADE.
POC POINT ON CURVE 13, STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
O DELTA POS POINT ON SPIRAL SILT FENCE DCV DETECTOR CHECK VALVE POT POINT ON TANGENT DENUDED AREAS AND ESPECIALLY WREN SPECIFIMERSEYSIOE REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOUEN ON THE PLANS. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 GAYS OF COMPLETION OF GRADING. ALL REMAINING AREA ARE TO BE SEEDED
H K VALVE PP POWER POLE ~ CHECK DAM, INLET PROTECTION ODCV DOUBLE DETECTOR C EC AND MULCHED WITHIN 90 GAYS, MAXIMUM SLOPE SHALL NOT EXCEED 2; 1,
DI DROP INLET PRC POINT OF REVERSE CURVATURE 14. GEOTECHNICAL REPORT HAS NOT BEEN PREPARED.
DIA DIAMETER PROP PROPOSED ~ BOLLARD
DIP DUCTILE IRON PIPE PDE PERMANENT DETENTION EASEMENT DRW DRIVEWAY PRSDE PERMANENT STORM DRAINAGE EASEMENT 0 ~ 0 ~ ~ CATCH BASIN, CURB INLET, DROP INLET/YARD INI 15. SOIL TYPE; He6, CeB2, MO, VaB, VaD NLET/YARD INLET
DW QOMESTIC WATER PSDE PUBLIC STORM DRAINAGE EASEMENT 16, TOTAL SITE AREA = ti2,54 ACRES
PSSE PUBLIC SANITARY SEWER EASEMENT O ~ STORM JUNCTION BOX 17, TOTAL DISTURBED AREA = 111.75 ACRES
EBL EAST BOUND LANE PSI POUNDS PER SQUARE INCH EG EXISTING GRADE PT POINT OF TANGENCY D ~ ? FLARED END SECTION, HEADWALL
EIP EXISTING IRON PIPE PVC POLYVINYL CHLORIDE 18. THIS PROPERTY IS LOCATED WITHIN THE CITY OF CHARLOTTE.
ELEC ELECTRIC PVI POINT OF VERTICAL INTERSECTION o a CLEAN OUT 19. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD).
ELEV ELEVATION PVMT PAVEMENT
EM ELECTRIC METER ~ ~ FIRE HYDRANT, BLOW-OFF EOP EDGE OF PAVEMENT R RADIUS 20. ANY LAND-DISTURBING ACTIVITY >5 ACRES REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT No. NCG010000). ANY PERMIT NONCOMPLIANCE IS A
ESMT EASEMENT R/W RIGHT OF WAY ® VALVE VIOLATION OF THE CLEAN WATER ACT ANO MAY REQUIRE ENFORCEMENT AC110N BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
EVC END VERTICAL CURVE RCP REINFORCED CONCRETE PIPE HEALTH, AND NATURAL RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER QUALITY STAFF AT 764 663-1699 LITY VAULT
EX EXISTING RETW RETAINING WALL ~ © 0 ¦ ¦ ¦ ELECTRIC, GAS, WATER METER, UTILITY VAULT REV REVISED 21. ALL SUBSURFACE DRAINAGE PIPE SHALL BE CLASS III OR CLASS IV REINFORCED CONCRETE PIPE, AS APPROVED BY NCDOT, HOPE PIPE
FES FLARED END SECTION RPZ REDUCED PRESSURE ZONE © 1] ¦ ¦ CABLE, TELEPHONE PEDESTAL MAY BE SUBSTITUTED WHERE PIPE IS NOT IN THE RIGHT OF WAY, SEE DRAWINGS FOR SPECIFED MATERIAL
FFE FINISHED FLOOR ELEVATION RT RIGHT 22. EXISTING CONTOURS SHOWN ARE AT 2-FOOT INTERVALS, ALL PROPOSED GRADES SHOWN ARE TO FINISH GRADE WITH 1-FOOT CONTOURS.
FG FINISHED GRADE RWM RIGHT OF WAY MONUMENT ® ® TRANSFORMER
FH FIRE HYDRANT 1~( HT FL D FL FLOOD LIGHT ~ # ~ ~ * * ~ LIGHT POLE, WALL LIGHT, BOLLARD LIG 00 LIGHT, FLOOD LIGHT _ 23. THIS DEVELOPMENT VALL NOT HAVE ANY ON SITE DEMOLITION LANDFILL.
b FNC FENCE SAN SANITARY
FOC FACE OF CURB SB SOIL BORING i hr UTILITY POLE W/GUY WIRE 24. PROJECT COMPLETION DATE ESTIMATED TO BE FALL 2002.
FPS FEET PER SECOND SBL SOUTH BOUND LANE SHT SHEET D ~ O 0 CONCRETE MONUMENT, R/W MONUMENT BENT 25. EXISTING TREES ON THIS SITE ARE RECOGNIZED AS A NATURAL MARKETING ASSET; THEREFORE, THE DEVELOPER /SITE OWNER WILL
GALV GALVANIZED SIA SIAMESE CONNECTION ENDEAVOR TO RETAIN EXISTING TREES WHERE POSSIBLE THROUGHOUT THE SITE, ESPECIALLY IN THE OUTER BOUNDARY PERIMETER AREAS WHERE THE SITE ADJOINS OTHER PROPERTIES AND FEATURES.
GC GENERAL CONTRACTOR SIG SIGNAL ~ ` WELL
GL GAS LINE ~ SETBACK LINE 26. ADDITIONAL MEASURES TO CONTROL EROSION ANO SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE NORTH CAROLINA
GM GAS METER SP SIGNAL POLE -a- ~ -r SIGN GPM GALLONS PER MINUTE SPECS SPEgFICATIONS DEPARTMENT OF ENERGY AND NATURAL RESOURCES.
GRV GRAVEL STA STATION TREES 27. ALL UTILITY CONSTRUCTION SHALL BE ACCORDANCE WITH THE qTY OF CHARLOTTE, MECKLENBURG COUNTY, NCDOT AND NCDENR
GTV GATE VALVE STM STORM SYSTEM STANDARDS. 'LUG, REDUCER
GV GAS VALVE SW SIDEWALK ~ a ] o ? ~ ] ~ THRUST BLOCK, THRUST COLLAR, PLUG, REDUCEF GW GUY WIRE 28. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD LOCATIONS OF ALL WATER, SEWER, ELECTRIC,
T TANGENT B 8 SOIL BORING, MONITOR WELL TELEPHONE, TELEVISION ANO ANY OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION, THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT DRAWINGS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFlNITE
HC HANDICAP TBM TEMPORARY BENCHMARK LOCATION OF EXISTING UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL
HCP HANDICAP PARKING TC TOP OF CURB 1 COLUMN LINE NUMBER HCR HANDICAP RAMP TC-CB TOP OF CURB - CATC~I ASIN H000 UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK.
HDW HEADWALL TC-HP TOP OF CURB - HIGH P 2 KEY NOTE NUMBER
HP HIGH POINT TCP TERRA COTTA PIPE
HT HEIGHT TD TEMPORARY DITCH 3 STORM DRAINAGE STRUCTURE NUMBER TEL TELEPHONE BER 1, COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR,
ID INSIDE DIAMETER TEMP TEMPORARY B-4 SOIL BORING NUMBER
IN/HR INCHES PER HOUR TOE TOE OF SLOPE 2, ALL ROAD IMPROVEMENTS AT PROVIDENCE ROAD TO BE COORDINATED WITH ENGINEERING DEPARTMENT PRIOR TO CONSTRUC110N,
SANITARY SEWER MANHOLE INV INVERT TOP TOP OF SLOPE 3, DEVELOPER WILL PROVIDE STREET SIGNS PER CMLDS 50,05 (9" SIGNS ONLY),
IRS IRON ROD SET TOW TOP OF WALL 5 SANITARY SEWER STRUCTURE NUMBER ISL ISLAND TP TELEPHONE POLE 3ER 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
ITL INDEPENDENT TESTING LABORATORY TRANS TRANSFORMER STORM DRAIN LINE /SYSTEM
TRB TEMPORARY RISER BASIN 5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
JB JUNCTION BOX TST TEMPORARY SEDIMENT TRAP ss ss- SANITARY SEWER LINE TSF TEMPORARY SILT FENCE INTERSECTIONS. THESE REQUIREMENTS HALL ~ ESTABLISHED BY THE INSPECTOR BASED ON FELD CONDITIONS,
L LENGTH TYP TYPICAL -Fri ~ FM- ~~M.-. FORCE MAIN 6. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFF-SITE
LF LINEAR FEET GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. t PER CITY COMMENTS CIP RGJ 06 16 2002 / /
LGT LIGHT U/C UNDER CONSTRUCTION - w w - -W W- WATER LINE 0 SUBMITTAL TO CITY CIP RGJ 6/26/2002 7. IN ORDER TO INSURE PROPER DRAINAGE, MAINTAIN A MINIMUM OF 0.5% SLOPE ALONG THE CURB AND GUTTER,
LP LIGHT POLE U/G UNDERGROUND LS LANDSCAPED UP UTILITY POLE -uw ow -~yY--DW-- DOMESTIC WATER Revision By Appd, Date 8. SUBSURFACE DRAINAGE DRAINAGE FAgLITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
LT LEFT INSPECTOR
VC VERTICAL CURVE -FP FP -FP-Fp- FIRE PROTECTION LINE 9. CURB ANO GUTTER SHOWN ON PLANS MY BE ADJUSTED BASED UPON FIELD STAKING BY q1Y ENGINEERING WHEN TYING INTO EXISTING
VCP VITREOUS CLAY PIPE - c c - -G G- GAS LINE file Name; V.\56732\oative\73200286~LD\dwq\73200286-COVER,DWG STREETS.
WBL WEST BOUND LANE 10, PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN THE (CITY OF CHARLOTTE) ARE TO BE MAINTAINED BY
WL WATER LINE -oE oE- -pE-OE- ELECTRIC (OVERHEAD) THE GTY OF HAR IN AN "ON- " Permlt•Seal Q ( C LOTTE) CALL MANNER, THE (qTY OF CHARLOTTE) WILL NEITHER BE RESPONSIBLE FOR THE GROUNDS WITHIN w
WM WATER METER WV WATER VALVE -uE uE- -LIE-LIE- ELECTRIC (UNDERGROUND) THE PERMANENT STORM DRAINAGE EASEMENT NOR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA. ~
WW WOVEN WIRE A Q' ~ 11. PIPE SYS SAN R ANN S C TEM 0/0 CH EL LOCATED (THIN PUBLIC DRAINAGE EASEMENT'S ARE THE MAINTENANCE RESPONSIBILITY OF THE S / ~
WWF WELDED WIRE FABRIC - r r - - T T - TELEPHONE (OVERHEAD) INDIVIDUAL PROPERTY OWNER. ~~0 • ~L ni
CONDITIONAL PLAN NOTES -ur ur- _.IJT-OJT- TELEPHONE (UNDERGROUND) ~ i N 12, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, ANO BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE EAL o
DEVELOPEMENT STANDARDS FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, UMBER, JUNK, AND OTHER ACCUMULATIONS, S 23956
1. ALL PROPOSED DEVELOPMENT ON THE SITE SHALL COMPLY WITH CURRENT ORDINANCE REQUIREMENTS REGAROMIG THE NUMBER Alp ARRANGE147~1T OF OFF-STREET PARKING SPACES, SIGNAGE, YARD DIMENSIONS,BUFFERS, SCREENING, LANOSCAPpiG,ETC. - F F - - F F - FUEL LINE ru 13. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRI Tl N I C9 ' ° C ON FLOODU E S SUBJECT TO THE RESTRICTIONS OF THE qTY OF CHARLOTTE , .;~rf~•. . ~
SUBDIVISION ORDINANCE, SECTION 7.200.8. 9 1~~. g
2. THE PROPOSED DEVELOPMENT SHALL CONSIST OF AN OFFICE PAPo(.THE MAXIMUM AMOImIT OF BUIIAING SQUARE FOOTAGE SHALL ~ 9D,900 SQ FT. PERMANENT CHANNEL
3. AS SHOWN OF THE SITE PLAN, REQUIRED BUFFERS SHALL BE ESTABLISHED. BUFFERS SHALL CONFORM TO THE PROVISIONS OF THE ZONN6 ORDINANCE. -UC uc- --UC-UC- UNDERGROUND CABLE 14, ANY CONSTRUCTION OR USE WITHIN THE A A S' ° RE S DELINEATED AS 0.1 FLOODWAY ENCROACHMENT AREA IS SUBJECT TO THE RESTRICT10NS IMPOSED BY THE FLOODWAY REGULATIONS OF THE qTY OF CHARLOTTE AND MECKLENBURG COUNTY,
4, STORMWATER DETEN110N FACILITIES SHALL NOT BE LOCATED WITHIN FRONT SETBACK OR BUFFER AREAS. m 3
TREE PROTECTION 15. ALL OPENINGS E,G., DOORS 1MNOOWS VENTS IN STRUCTURES ~11LT ON LOTS ADJACENT TO UN-NAMED TRIBUTARY N ~ ( ) A 0 ITS BRANCH ~ CI~ntIPrOJeot ~
5. OUMPSTER AREAS SHALL 8E ENCLOSED ON ALL FOUR SIDES BY A SgJO FENCE OR WALL NI1H ONE SIDE BEING A HINGED GALE. SHALL ~ LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT WATER SURFACE ELEVATION. (APPLIES TO BUILDINGS 2, 3, do 4 WHICH W i OF WORK) MAY EXPERJENCE SIGNIFICANT OVERFLOW NOT CONSIDERED IN THE 100+1 FL000 ANALYSIS.) REALTICORP
s. TFE MAXIMUM HEIGHT OF ANY FREESTANDING UCHT FlXTURE SHALL NOT EXCEED 25 FT., Iwauowc ITS SASE. ALL DNiECr uGHTMiO wTHIN THE STE DISTURBED AREA (EXTENDED LIMITS OF WORK) SHALL BE DESIGNED SUCH THAT 61RECT ILLUMINA110N ODES NOT EXTEND PAST ANY PROPERTY UNE AND SHALL BE CONSISTENT MITH SECTKkI 12.402. U I
FURTHERMORE, NO "WALL PAK" LIGHTING SHALL BE PERMITTED. SOIL TYPE 16. RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E., ON PROPERTY LINES AND R/W) MAY REQUIRE PE SEAL. `0
7, VEHICULAR ACCESS POINTS SHALL 8E UNITED TO THOSE SHOWN ON THE SITE PLAN. THE EXACT LOCATKIN MAY VARY SLIGHTLY FROM THAT 17 "A I T" VNN P o , S BU L ORA GS AND LANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SITE
DEPICTED, BUT SHALL COMPLY WITH ALL APPLICABUE DESIGN REQUIREMENTS OF THE CHARLOTTE DEPT. OF TRANSPORTATION AND/OR NORTH CAROLINA PERMANENT DETENTION EASEMENT DEPARTMENT OF TRANSPORTATION FlNAL INSPECTION TO THE qTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE qTY ORDINANCE, BALLANTYNE
s. ALL 9UILDINGS ON THE SITE SHALL BE CONSTRUCTED OF ~tICK, STUCCO, AND/OR A COMBINATION OF THOSE OR OTHER MASOIMtY FNL9ES, ALL TEMPORARY DITCH 18. NON-STANDARD ITEMS IE; PAVERS IRRIGATION SYSTEM ETC. IN THE RIGHT of WAY RE IRE A RI HT- F-WAY N A CENTER m ( ) QU G 0 E CRO CHMENT 3
BUILDINGS SHALL HAVE A SLOPED ROOF AND ALL FOUR SDES OF BUILDINGS SHALL BE DESK?ED TO BE COMPLETED IM1H WINDOWS Mp/dt FLOORS SUCH AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE ~
THAT NO SIDE OF A BUILDING APPREARS A BLANK WAIL INDIVIDUAL EXISTING TREE TO BE REMOVED REMOVED INSTALLATION. Charlotte, North Carolina Q J
9. THE SITE PLAN REPRESENTS A FlRM CONCEPT OF DEVELOPMENT WITH REGARD TO ARRANGEMENT OF BULD~ICS, PARIONG, AND CMtCUTATK>!! PATTERNS. MINOR CHANGES OF DETAIL WHICH DO NOT ALTER THE BASIC LAYOUT Alp REIATKXISHIPS TO ABUTTNG 9TES ARE PERMITTED AS A MATTER I 19, PRIOR TO PLAT RECORDATION, OFFSIIE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE
OF RIGHT FOR THE PETITIONER/OEVELOPER. EXTENDED LIMITS OF WORK GUIDELINES OF THE "OFFSI R A I P ~ TE /W CQU SITION ROCESS . THESE NEEDED R/W AND CONSTRUCTION Tltle N
16. THE PROPOSED VEHICULAR CONNEC110NS TO 1HE ABUTTING PROPERTIES SHALL BE BUILT TO THE PROPERTY LINE AS SHOWN AS PART OF THE LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. ° 0 SITE STANDARDS GENERAL NOTES N
PROPOSED DEVELOPMENT PROJECT, THE EXACT LOCATIONS MAY VARY SOMEWHAT FROM THE DEPICTED. THE PETI110FEA/bEVEI.OPER SHALL RECORD A PERMANENT ACCESS EASEMENT ALLOWING INGRESS/EGRESS TO ADJOINING PROPERTIES. ~ 20. THE DEVELOPER SHAH CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION, GUS JORDI (704-336-7086) TO IDENTIFY ANY , } ~ ~
- - SOIL BORING LOCATION 11. A 5 FT. SIDEWALK WITH AN a FT, PLANTING STRIP SHALL BE FRONDED ALONG 1HE SITE'S PROVIDENCE ROAD II~ST FRONTAGE, CONFLICTS WITH TRAFFIC SIGNALIZAl10N EQUIPMENT. 60-90 DAYS MALL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE ~ ABBREVIATIONS AND SYMBOL ~ RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED Y THE CONTRACTOR/DEVELOPER,
12. THE PETITIONER/DEVELOPER SHALL CONSTRUCT A LEFT TURN LANETO SERVE THE TRAFFIC USEING THE PROPOSED ORIVEWAY CONNECTION TO u
PROVIDENCE ROAD WEST. FURTHERMORE, THE LEFT TURN LANE SHALL BE A SIDE BY SIDE LEFT TURN LANE WITH THE LEFT TURN LANE ON EAST BOUND ACC ADA ACCESSIBLE RAMP 21. DIRECT VEHICULAR ACCESS TO US HWY 521 FROM SITE IS PROHIBITED. d
PROVIDENCE RD WEST TO NORTH BOUND HWY 521. SUCH A LEFT TURN LANE WIL REQUIRE ADDITIONAL IMPROVEWENTS EXTENDING EAST ALONG PROVIDENCE RD WEST BEYOND ITS INTERSECTION WITH HWY 521, ALSO REQUIRED WILL BE THE CONSTRUCTION OF A CONCRETE MEDIAN IN PROVDENCE Project No. Scale GENERAL CIVIL SITE JOB DESCRIPTION
RD. WEST BETWEEN THE SITES DRIVEWAY AND HWY 521. TRAFFIC FLOW ARROW THIS JOB CONSISTS OF DEMOLITION CLEARING AND GRUBBING STRIPPING SITE GRADING EROSION CONTROL 73200286
13. LANDSCAPE ISLANDS SHOWN IN THE PARKING LOT REPRESENT A FIRM LANDSCAPING CONCEPT WITH RESPECT TO THE NUMBER AND LOCATION OF LANDSCAPING ISLANDS SHOWN, MEASURES, AND OTHER WORK AS DESIGNATED. CONSTRUCTION STAKE OUT FOR THE JOB IS THE RESPONSIBILITY >
OF THE CONTRACTOR & SHALL BE DONE BY A PLS., LICENSED IN NORTH CAROLINA. Drawing No. Sheet Revision
14. THE SOUTHERLY END OF THE SITE SHALL BE PRESERVED AS OPEN SPACE AS LABLED ON THE SITE PLAN AND SHALL BE IMPROVED TAPIR LANDSCAPE LIMITS - TURFGRASS LAWN/LANDSCAPING, PEDESTRIAN PATHS, BENCHES, PICNIC TABLES, AND/OR OTHER ORNAMENTAL FEATURES.
Co. 1 2 of 11
LANDSCAPE BED LIMITS

i
66 > >
„i ~ INV. 654,71 INSET A J \
ik Stantec Consulting Inc.
~~6 5265 Parkway Plozo Blvd
G / i 0~ / ~ N i 1 4~ \ Su to 30 o? ~ \
/ 5 INV 658. 3, ~w ~ ~ Charlotte, NC U,S.A. 28217
/ ~2 C ~w ~ o .5~ \ 9 Tel. [phone]
I 6 8.80 ~ ~ ~ / NV 5 ,d / Fox. 704.329.0905
N.C. GRID COORDINATES _ wwwstantec.com
~ A / R W / 1C ~ ~ o \ N 473924.6692 z \
/ ' ~ E 1447535.8152
PB ~ h / w. a~~2 0 ' h R served \ Copm9 t e ~ ~
P ~ ~ 56 i ~ , aCE ~1~ ~ I 44.0 ~ n The Contractor shall verify and be responsible for all dimensions. DO \ NOT scale the drawin - on errors or omissions shall be re orted to
,d E 2 / /,f 0`~p P i p / ~ 0 ~ 9 Y P ~ Stantec Consulting Inc. without delay.
~ / ~ ~ ~ The Co ri hts to all desi ns and drawin s ore the property of ~ ~ PY 9 9 9
/l ~i / i 3 S ti~ TIE TO CONTROL MONUMENT Stantec Consulting Inc. Reproduction or use for any purpose other than ~ ~ \ „ that authorized by Stantec Consulting Inc. is forbidden.
S 1 3S• •,p ~ ~ / 41~ ~ ~ i C p .651.11 ~ 1 ~ o ~ 960 -NADD 83 M~ ~
~ / 12 1S F S 1~,42~2$- ~ COMBINED GRID FACTOR 0.999 7974
r~ ~ ti ALL DISTANCES SHOWN ARE ~ o Consultants M NONE
a~ ~ R 1. GROUND DISTANCES UNLESS w ~
5S , ~ s ~ r 1 NOTED OTHERWISE. M
19 ~ F, S Q. MP, CONST. EASEMENT A ~ 11 ~ G RtEALT¦C4tRP 1 O O Y Y • w 0 . r v~~ r r~ r t ~ u q s N
' ~ (D,B, 8852-787) (k~ N
0 9 ~t
e~,oc F, A ,•`rv ~ N Notes EL GEND Z
, ~~J
6s F ah 0 6 A IPS -IRON PIN SET r ` DB -DEED BOOK
6 6 ~ FFE - 649.46 ~ D 6 ~O HOUSE t STORY emdc / S MB -MAP BOOK
0 - 666,3 D G / A R/W -RIGHT OF WAY
/ F E/P -EDGE OF PAVEMENT ~ B C -BACK OF CURB /
L ~ i' / ~ SANT -SANITARY
~ ~ ~ / ~ 6°' / EASM'T -EASEMENT CP -CALCULATED POINT H „
~ , ~ 6 / 1, ~ 8 ~ N' 960 - NADD 83 FFE -FINISH FLOOR ELEVATION BENCHMARK STATIO .
\ ~ ~1 ?-,~p~ 1, / 0 M 655.89 ~ 0• / OUT 54.44 Q - GUYWIRE N 472621.9480
~ ~ C 0' / - ~ -POWER POLE E 1446945.6910
\ co ~ / ti ~ / 3g ~ ~ ? -DROP INLET
\ 2 ~ ~ 6 \ ~ , ~ ELEV = 634.83 NAVD $8 ~ -CATCH BASIN
\ OQ, ~ ~ ~P, DRAINAGE EASEMENT 0~9, 1 6, o~ ~ s ® -SANITARY SEWER MANHOLE
\ 0 co ~ #2 (D,B, 8852-787) ~j, 6 G?~- BARN O INV 635.77 ~~~.-14 -FENCE
i;~ , , -JURISDICTIONAL WETLANDS
c ~ \ „RP P
\ ~ ~ q2 \ ~ A EXISTING GUARDRAIL.
1 / -JURISDICTIONAL OPEN WATERS
9SA STREAM A H \ ti PERENNIAL (233 6 B EXISTING CONTROL ACCESS FENCE TO REMAIN. H
\ Cx~ 9~T N 3 S ~ ~ LINEAR FT.) R - - -JURISDICTIONAL WATERS OF THE U.S. C EXISTING INTERIOR FENCE TO BE DEMOLISHED.
\ ~ ~ F ~ 6~ OUT 655.14
\ / ~ ~ A ;7 ~ D EXISTING POWER POLE TO BE RELOCATED. TA LE
\ / Q~ f 0 ~ ~ ~o / ~jy 9 0~ LINE B
\ ~ ~ 16 631. ~ R 6. / F 66,4 \ ~ ~ 6' LINE LENGTH BEARING E EXISTING CULVERT TO BE REMOVED.
\ ~ 0• Q ~ OUT .29 R / ^J ~ 6' Lt 54.67 N78'26'45"E R „
WETLAND 5S ~ IM 6 . 1 ~~,326 S , ~ E /i F EXISTING STRUCTURES TO BE DEMOLISHED. L2 58.13 S35'13 49 E
/ ~ q \ BARN 0,099 IN 1,75 i / \ 619.5 5 r RIM 654.89 L3 2.71 S08'53'39"E P OUT 653,79 XISTING HOUSE TO BE RELOCATED.
IN~ • 5 ~ 6 1 i / 1 . RIM 652.2 G E CURVE TABLE ~ our 9. HORD CHORD BEARING
BAgN / WETLA D INV \ 0 0.025 ACRES ~ ~ INV Q CURVE LENGTH RADIUS C v ~o H EXISTING BACK OF CURB C1 96.87 1106.23 96.84 S05'5T31 "E
~ 63 ~ BARN TO B SAVED , \ \ 0"L ~Ss ~h
~ 63. TRUCTURES ALL INTERIOR FENCES, S ,
\ ~ ~1 ~ ~ ~ CPP 12 \ ~ ~ ~c. ~ INV 631 30 97 TOT L 0 _ ASPHALT DRIVE CULVERTS TO BE
NOW OR FORMERLY 9- ~ Pa ti~%sS ~ 0 . 5 ' ,7 E TR AM TO WALTER LEE FURR, JR. & Wf. BE 0~ ~ 6~~i ~ S EAM A 633 INV DEMOLISHED AND REMOVED. CONTROLLED
D.B. 1677-310 do 1404-333 \ '2 , , ~ 03 EM VE S E INV 64 0 ACCESS FENCE ALONG HWY 521 TO REMAIN.
TAX PARCEL 223-132-09 ~ Ss ~ I PORTANT r0 OU , 4 ~ ~ ' I RMI B AL ULA ON BO MECKLENBURG CO, REGISTRY i ~ ~ ' / ~ F R PER IT P =
~ ~ ~ ~ ~ (4 LIN T,) ~Q
~ 55 ~ rL ~ ~ ' \ 6' JURISDICTIONS CITY OF CHARLOTTE
~ ~ / ~ ~ ~ 314 Sq.Ft. Si J ZDNING~ D-1 (CD) 2002-15
i 0.007 ~ ~ ~ J ~ ~ NOW OR FORMERLY Acres ~ TOTAL SITE ACREAGES 12. 54 AC
i ~ BETTY JO H. FURR i ~ ~ 1 ~
~ s5 R 01~MERLY NIE d TEMP. D INAGE EASE T ~ ~ D,B, 3636-606 ~ ~ ~ W 0 ' TAX PARCEL #223-132-10 PERENNIAL STREAM ~ c~ M00 & WF, OE~fSE B. ~1 (D.B. 852-7 7) SITE BETTY JD H. FURR
MECKLENBURG CO. REGISTRY RIM 624.92 p IN s1a.31 ~ ~ D.B. 21-717 & 184-39 PIN 223-132-10
OUT 614.0 ~ M.B, 12- 69 DB 3636-606
~S P ~S TAX PARCEL 223-132-11 5.571 ACRES
~ - - -1 -1 / 2 3 132 12 #223 32 3 MOORE & WF DENISE B.
~ M K ENBURG 0. REGISTRY C / 55 E L PIN 223-132-11, 223-132-12, 223-132-13 DB 4921-717, 4184-395, MB 12-169
303,639 Sq,Ft, 6.971 ACRES
i 1,630 Sq.Ft. ~ / s5 ~ 7 Acres 6.971 Acres ,g 6 S
wEn ND A • ~ / ~ / .1 ~ 6'
s~ 1 S ~ 00~ S
/ ~S / / ti ' ~9~ cS F,
of ~ ~ S ~ ~ ~ ~ A 1 PER CITY COMMENTS CIP RGJ 08/16/2002
61 55 SO F l9 ~ o 0~1 ~ ~ ~ ~ ~9 ~ 0 SUBMITTAL TO CITY CIP RGJ 6/26/2002 ~ ~ j ~
, \ / ~ c9 By Appd, Date ~ ~ Revision
RIM 622,40 s5 ~ ~ \ 0•/ i ~ l / ~ ~ ~ •s
I N 612.80 ~ ~ ~ ~ ~ ~ OUT 612,54 / Cp s• A
~ o / ~ ~ \ NOW I ~ . , File Name: V;\56732\octive\73200286\_LD\dwg\73200286-SITE.DWG ~ ~ NOW OR FOR LY q
~ 0 TT1 ~ y ~ ~ 64 TTY 0 H. FUR W
sS ~ ~ ~ 5~ ,B, g~ / 0 - ~'~A .B. 3 6 606 ~ Permit•Seal ~
~ ~ TAX P TAX P CEL 223-132-
R / ~ W ~ 0~°~ 6 CKLENBI S`' ~ 1 QO CKLENBURG CO. EGISTRY C R , 0( ~
' / 3~ ~9' ~ \ 2 ~ / ~~P/ ~ / / C---~ 2 91 Sq.Ft. ~ ~ FES yp• ~ ~
c~P~ 55 d / / / 642 5.57 Acres B ti 646.28 ' N o ~ EAL
/ / ~ / ~ / ~ i 23956 i TEMP. S E EASEMENT . cu
S' / / ~ / / 6 N ° c~ ~2 (D.B. 8442-416) IM 64.5 ; ~ ~ ~ ~
\ INV, 617. 9 / UT 6 5. .•~GINE~.. Q~. Q ~
36" RCP / / 6 ~ 6 .,RO o ~
INV. 617.00 / NOW OR FORMERLY ~ ~6 / LODGE AT BALLANTYNE LP Ct?NS1\E ENT #1
_ ~ ~ / D.B, 10371 740 M,B, 28-159 ~ / ~S / TAX PARCEL X223-132-28 c' 6 _-(D:B. 8442-416) m 3
/ MECKLENBURG CO, REGISTRY ~ ClientlProject ~ W
/ ~ INV. 644.45 H REALTICORP
/ ~ ~
\ ~6 6
~ ~ i ~ o / o
~ 8 w\ ~ 8 BALLANTYNE ~ O ~ 6 ~
~ ~ 452. 3p / / ~ ti CENTER
NOW OR FORMERLY ~ \ o ~ m ~ 65 3
GRACE CHRISTIAN CENTER, INC. ~ ~ Charlotte Norttl Carolina ~ ~ 4
~ D.B. 9804-095 ~ TAX PARCEL X223-132-29 TEMP. SLOPE ASEMENT J
~ MECKLENBURG CO, REGISTRY I 44 -41 TItIe ~
~ ~ ~ ~ EXI TIN CONDITIONS S G
0 cu / 6
~ NOW OR FC 8 6 AND NOW OR FORMERLY GRA~ 5
~ CHRISTIAN CHRISTIAN CENTER. INC. i / r Fi \ nr•¦ ~ni rrin?i ni w ~r
D.B. 4 D.B. 9033-637 i
TAX PARCEI TAX PARCEL #223-132-17
MECKLENBURG CO. REGISTRY Project No, Scale +p 6~ of _ r u
GRAPHIC SCALE MECKLENBUF 73200286 1 - 50 d
50 0 25 50 100 200 N N47
0 02 Drawing No. Sheet Revision
SEE INSET 'A' 59 ~s
( IN FEET ) 3of 11 ABOVE FOR CONTINUATION
1 inch = 50 ft.

i CALL NC ONECALL ~
BEFORE YOU DIG , ~ SCHEDULE ' PLANTING SIZE R MARKS PLANT 1, Adjust tree planting locations, wherever possible, to avoid
LEGEND QTY EGEND QTY BOTANICAL NAME COMMON NAME COND E SPACING Stantec Consulting Inc.
GEC / under round utilities. Plant trees 15' to 20' off 5 65 P rkw Plaza Blvd 9 2 a ay
~ TREES ti~~ ~ REFS sewer and storm drainage lines; 10 to 15 off gas, water, Suite 130
RI's sz Acer rubrum Red Maple 2" CAL. Deciduous AS SHOWN s2 tele hone, and under round electrical lines, Charlotte, NC U.S.A. 28217 B&B P g
2. ATTENTION LANDSCAPER: Tel. [phone]
/ ~ Notif urban forester of an sin owerline or other conflicts Fox. 704.329.0905 Y Y 9 ~ A
/ 44 44 Betula River Birch 8' HT. Deciduous As sHOwN before planting new trees. Coll 704-336-4330. wwwstantec.com nigra 8 & B
/ W C R 3. Ordinance-required trees must be maintained in form and
1-800-632-4949 / ~ / tiP ~ P allowed to row to their natural hei ht form with a maximum 9 9 ~ ,
gL 16~ ~ AVOID UTILITY DAMAGE Rip / v p ~q.2 ~9 Lagerstroemia indica Natchez 8' HT. Deciduous As sHOwN Copyright ReseNed 7g cra em ae of three stems or trucks (no topping or rounding over),
Opp 8 / E R ,181 x `Natchez' Common p N 8 & B The Contractor shall verify and be responsible for all dimensions. DO 4. Minimum tree Size at planting is 2 caliper, 8 tall if NOT scale the drawing -any errors or omissions shall be reported to
E~1C g2 Ov10 g8 in I t m• minimum 8' tall and 3 stems maximum if Stantec Consulting Inc. without delay.
P~ oe. 60 Magnolia Seuihem 2" CAL. Evergreen AS SHOWN S g e S e , The Copyrights to all designs and drawings are the property of 60 randiflora Magnolia B & B multi-Stem. Mulch is required; staking/guying iS Optional, Stantec Consulting Inc. Reproduction or use for any purpose other than
g chat authorized by Stantec Consulting Inc, is forbidden.
• ~ f ~ • • " 5. Please call 704-336-4330 for inspection of trees and/or
• G / ~s 33 tree areas, 7 to 10 days before the temporary or final 33 Quercus phellos willow Oak 3° CAL, Deciduous AS SHOWN CDnsu~tants
G'ti B & B certificate of occupancy is needed.
W ~ ~ 6 S 6. All strapping and top 2/3 of wire basket must be cut NONE ~
, 1 ~ ) ,c 17 A awa and removed from root ball prior to backfilling planting Carpinus European 8' Ht. Deciduous AS SHOWN Y
it. Remove to 1 3 of burla from root ball. ~~ALTr~O¦~P 6etulus Hornbeam B& B P P/ P pew v ¦w O~~r. i rvw~rrwrr ~ V ww
(1 / e ~ ~ ~ C 7. Far new lantin areas, remove all avement, ravel P 9 P 9
;~4 EX 8 PINE ~ ~9 • ~ :r'dv A 'I~~ sub-base and construction debris; remove compacted soil „ Notes
,r _ o F~ SHRUBS HRUBS and add 24 new top soil or remove uncompacted soil and
PINE / ~ ~ 3s~ Elaeagnus pungens Fruitland 3s" Ht Evergreen As sHOWN amend the to 24° of existin soil to meet to soil lantin 3s~ P 9 P /P 9 • 'Fruitlandii Thorny Elaeagnus Cont.
Y ~ / 1 ~ l~ ; ~r / ~,A 0 mix standards for trees (within entire minimum area of 274
i~ ` r , EX 20 OAK , ` ~ _ square feet per tree). 1, For Landscape Details, See Sheets C5,2.
~'~':'1 / :r~ ~ A 124 Liqustrum sinense Variegated 36" HT. Semi-Ever. AS SHOWN 8. Lar a moturin trees must be a minimum 25 to 124 'varie atom' efinese Rrivet cont. g g 2. All ex. trees (8 caliper or larger)snown on this plan,
f/f } I/ \ O g distribution or transmission lines. If tree conflict with power 0 in the landscape
~ EX ~~4 OAK .r'~= I 1. lines or signs, call Urban Forester to resolve before planting.
,~a ~ / ~rr ~ ~ 2B4 P l r erases whip 36" HT, Evergreen As sHOwN buffer that are not labeled to be removed are to 2B4 ronus au as 9. No trees to be planted near utility or Ilght pole.
~ - , ~ e' , _ t 0 'schipkaensis Laurel Cont. „ remain, 0 10. All trees 8 In diameter and higher in setback to be 3. For seedin note requirements, see detail sheet C5.2.
'~1, r` ~ i t ~ . wi h the exce tion for the removal of dead or g protected t p
decaying trees. •
EXISTING TREE CREDIT TABLE
~ ~ / f;.. ~ 1~%.. ~ cA TREE TYPE QUANTITY CREDIT 1. For Landscape Details, See
\ ~ ~ ~ ~ t 4yr ~ ~ a~ a 8" PINE 7 7 Sheets C5.2.
12" PINE 1 1 " ~ 2. All ex. trees (8 capper or larger)
15 PINE 3 6 A INTERNAL 5 SIDEWALK PER CONDITIONAL PLAN, shown on this Ian, in the landsca e
~ l: ' RETAINING WALL1 ~ A ~ , , 20" OAK P P buffer that are not labeled "to be TOTAL 12 16
REQUIRED ONLY TO \ \ ~ ~ / , A PROTECT EXISTING V removed" are to remain.
TREE, ~ ' 3. All areas EXCLUDING THE (
EXISTING TREE \ ~ J;: i..-~ r2r SWIM BUFFER LANDSCAPE BUFFER
I F ~ /r OUTS DE 0 \ , t~~~r~ / not indicated os landscape
SETBACK. REMOVAL \ ~ \ ~ ~ \ \ `i., beds are to be seeded, See seedin note 9
OF TREE OPTIONAL \ ~ ~ - k , X 15 PINE re uirements detail sheet C5.2,
PER DEVELOPER, 1 ~ ~ ~f ~ ~ q , 4. Contractor shall verify all utlity locations
~ ~ t i ~ ~~>:~r ~y ~ , ri r installation. Notif Stantec consultin p o to y 9
\ t \ ~`M1~. ~ \ ~ I ~ r / . if field conditions warrant adjustment of plant
V ~ ~ ~ ~ ~ locaitons.
\ ~ ~ ~ EX 8 PINE „ ~ r I, ~ ~ PIN 5, Contractor is res onsible for all lants P P
EX $ E I ~ t EX 15 PINE shown on plans. Quantities are for Stantec
consultin Services Inc. estimates aril .
1 ~ r ' 9 Y 6. All landsca e bed areas are to be mulched P
with ine needles unless otherwise noted. P
y / ~ ti
5 I ~ ~ ~ ~ ~ A ,
~ ~ ~ o~/ r
M ~ , ~ - ~ „
P F.,, \ EX 8 INE F AT N ALL SCREENED IN DRM IO X 8 PINE
~I`, PI ~ , .7. - EX 8 NE 1 „ N ARY EX 8 PINE SHOWN WITHIN THE BOUND
\ _ ~ ~ ~ " y,_, EX 8 PIN - EX 8" PINE INCLUDING BUT NOT LIMITED TO
`r,- i ~ EX 12 P EX 12" PINE THE PROPOSED BUILDINGS,
~ / 4 .
SIDEWALKS DUMPSTER
AM / i i ~ EX F PERENNIAL STRE H TECTURAL EX 8 PINE ENCLOSURES, ARC I
1. i r ~ ~ ~ . ~ PAVERS, STAIRS, LOADING AREAS, r
~ ~ r^ti " a i ~ "1, ' P ~ 1 ^,.r ~ / ~,~ti ~ ~ ~ ETC. ARE SHOWN ON THE CIVIL ~ .
Al ~ ~ A, A....A ~ ~ ~ ~ ~ rr CONSTRUCTION DOCUMENTS AS r- \
/ ~a REFERENCE ONLY,
~ fi ~ ~ / I j~ ~ ~ i ;
1
~ ~ 7 / ~ - _ z 1 ` ' .
r gs~ ' f ~ 'r' 'F.. ~ 3 ~ dry ~r • \
r'i' ' + 1 PER CITY COMMENTS CIP RGJ 08/16/2002
~t ~ ~ ~ 1. \ ~ , v ~ ~ . ~ °~-w rf f;+ : • \ ~ 0 SUBMITTAL TO CITY CIP RGJ 6/26/2002
~ ~ r, ....r r,~ \ ~ i \ . \ BY APPd. Dote
' - war De ~ i~'~ ~ ~ ~ ~ Revlston \
~ \ : . 'ten! ~ ~ ~ ' \ F~
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~ 'h''C~.. A ~ r r` • \ 'A Perms-Seal ~ t r t
, (,i'r I \ ~ F ? I ,111111111
~ 1, i \ ~ Q, ~ , l
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wi h 4 berm & 6 fence Class ~ Buffer required Width ~Q.Q Reductions t ~s2~. , ` 1 \ ~
Trees Re uired table 12,302b ~ ~ q ( ) J R 3 ~ ~ ' ' ClientlProject ~
~ OPEN AREAL,) WITHOUT EX. TREE CREDIT; W \
1921 linear feet of buffer x ~ trees er 100 linear feet = ~ ~"~m~---..~ - P TI RP ~ \ REAL CO
231 trees required \ 1 1 \
231 trees provided INTERIOR PLANt1NGS SHOWN FOR ILU1S'TRAIIVE PISS ONLY. PLAN \ \
26 ~ evergreen (min, 25~) provided TO 8E FINALIZED MATH FMIAL tiRADING SI~bIITTAL \ \ Q BALLANTYNE N
Number provided 60 Species: VARIES. SEE PLANTING SCHEDULE THIS SHEET 'FENCE PROPOSED 6 \ \
40 ~ large maturing trees (min, 40%) provided I ~ CENTER \
Number rovided 92 Species: VARIES SEE PLANTING SCHEDULE THIS SHEET Parking required 1_0 spaces per 300 square feet / P , : a North Carolina
34 % small maturing trees provided Parking provided 4_5 spores per 1000 square feet 100% of all parking spaces must be within 60' or less/of a tree.
Number provided 79 Species: VARIES SEE PLANTING SCHEDULE THIS SHEET Landscape requirements ALL spaces within 60' ar less of o tree required L ervious cover ~ J :Title
2" cali er min, measured 6" above round for tar a maturin trees An urea equal to at leost 10% of the imp ALL spaces within 60 or less of a tree provided _ P ( 9 ) 9 9 of porking is required for porking lot landscape purposes. ~
8 height min, for smolt maturing trees 1 2 ,822 sf orea required Min, unpaved landscoped areo per Jorge maturing tree = 274 sq ft or 8' at LANDSCAPE o o
Shrubs Required (Table 12.302b) 222 825 sf orea rovided 75% rovided base of tree ,y PLAN
N r fired if wall or fence rovided allowable 25~ reduction w berm P ~ P = _ (ot equ p ~ ) 1 tree er 10 000 s . ft of im ervious cover re uired Min un v I n sc ed orea er small moturin tree 200 s ft or at p q p q pa ed a d op P 9 q
1733 linear feet of buffer x 30 shrubs aer 100 linear feet = zn ,e,,,,;,e,, h„~, „f +roo
520 shrubs required ~i ~rcc, provided VV V yV BERM
6 trees Min. height required = 8 ft., 8 ft. provided 521 shrubs provided Impervious cover calculations Min. caliper at 6" above ground required = 2", 2" provided Project No, Scale
76 % evergreen shrubs (min. 75%) provided Sidewalks 17.282sf
Number of evergreen provided 32_7 Species; VARIES SEE PLANTING SCHEDULE THIS SHEET Pavement w/curb/gutter 181.753sf Screening of parking lots with more than 10 spaces, dumpsters or trash ~ , d 73200286 N
Species Size at planting 2 6~~ (2' 6" min, w/ ave. height of 5-6w/ in 4 years) Buildings 99.900sf handling 24 % deciduous shrubs (max. 25%) provided Patios (for buildings) N/A areas, etc. is required from any street r/w or abutting lot. (Section 12.303) PERM PERIMETER TREE REQUIREMENTS
Drawing No. Sheet Revision = HWY 521 ROAD & PROVIDENCE ROAD FRONTAGE 1741 LF u~
Number deciduous provided 124 Species; VARIES SEE PLANTING SCHEDULE THIS SHEET Total 298,935sf 5 ft. min. width of planting strip (N/A if wall provided) required HWY 521 1 39 TREES REQUIRED
Species Size at planting 2 (2' w/ ave. height 3-4' w/in 4 years) 5 ft. width provided 284 number of shrubs provided, min. 2'6" toll & max, spread 5' of planting, 4 of 11 49 TREES PROVIDED W/ TREE CREDIT

~ ~
i i 1, OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF
DENUDE i ARING UNITS StantecConsulting Inc. DENUDED LIMITS CLE CHARLOTTE ENGINEERING DEPARTMENT,
. G~ 0.5' ~~G• / X X ORANGE 2, SET UP A ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL 5265 Parkway Plaza Blvd ORANGE CONSTRUCTION FENCE
R~~ SILT f INSPECTOR OF THE CITY ENGINEERING DEPARTMENT (PH. 336-4258) TO Suite 130 SILT FENCE DISCUSS EROSION CONTROL MEASURES, FAILURE TO SCHEDULE SUCH h rl N U S.A, 28217 C a otte, C .
,54 CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A I 7 4 Te , 0 .329.0900
t / CONTRACTOR TO PLACE SILT FE ' F H WN VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TD FINE, LACE SILT ENCE ASS 0 Fax, 704,329.0905
IN THE PLAN VIEW PER THIS DI ;W PER THIS DETAIL. 3, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES,
~ / G FF R N F N N A www.stantec.com 3A, INSTALL SILT FENCE ALONG WETLANDS & SWIM BU E DRA GE E CI G S
V~ ~ / Q ~ CONTRACTOR TO PLACE ORANGE / ~P ~4~ ~ ~ FENCE BEHIND SILT FENCE FOR 'LACE ORANGE CONSTRUCTION PROTECTED AREA, INSTALL TREE SAVE ORANGE CONSTRUCTION FENCE, ALT FENCE FOR TREE SAVE N TA TH M NT ASIN AND RISER BASIN,
v Z ~ AREA. 3B, I S LL E SEDI E B 3C, INSTALL SILT FENCE AS SHOWN ON THE PLANS, BREAK SILT FENCE AT OUTFACE Copyright Reserved
/ 8~ ~ ~ 0 ~ / 6 / % RAP .1a~ 65 ~ LOCATIONS FOR PIPES AND SEDIMENT BASIN, TA I LD I TCH TO CREEK AS The Contractor shall verify and be responsible for all dimensions. DO
NCti g52 / NOT stole the drawing -any errors or omissions shall be reported to
o~~ TYPICAL CONSTI / ~ CONSTRUCTION AND NECESSARY, Stantec Consulting Inc. without delay. 3D, INSTALL PERMANENT STORM DRAINAGE HW16-HW15, HW14-HW13 TO The Copyrights to all designs and drawings are the property of
~ ~ EENCE PLAC ~ SILT ~ ~ / ? ti E PLACEMENT DETAIL , BYPASS CLEAN WATER THROUGH SITE, DIVERT WATER FIRST I N HARD ARMOURED Stantec Consultin Inc. Reproduction or use for any purpose other than 9
~ ~ 5 ,,r •,p BYPASS CHANNEL DURING PIPE I NSTALLAT I DN, that authorized by Stantec Consulting Inc. is forbidden,
REA IGN PERMANENT CHANNEL ALONG SOUTHERN BOUNDARY LINE AND 3E L
/ ~ S STABILIZE, CONSTRUCT AND STABILIZE ENTIRE CHANNEL AND FES19-FES17 Consutlants BEFORE ABANDONING THE EXISTING CHANNEL, \
H ~ .c,, ~ ~ 9,~ ~1 W i NONE 3F, INSTALL TEMPORARY DIVERSION DITCHES AS NEEDED, CONTRACTOR IS TO
5 .ft ~ s MAINTAIN DITCHES TO ENSURE POSITIVE DRAINAGE INTO BASINS,
/ CAL 336-2 91 FOR ON-SITE INSPECTION BY ENGINEERING INSPECTOR, WHEN 3G L 2 ~E.ALT
/ f ~ G ,y ~ (k ~ P RUBBING, C.rr.wa..~ .rvwwrrwrr rows AP ROVED, BEGIN CLEARING AND G
• G a~ x ~ ~ C 9 4, CONSTRUCT PERMANENT CHANNEL THEN STABILIZE BEFORE ABANDONING THE
'A F f L F~ EXISTING CHANNEL, MAINTAIN EROSION CONTROL DEVICES AS NEEDED, Notes
.,~f y A } "'Y~= ~ ~ S, FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH THE EROSION CONTROL NOTES EROSION CONTROL MEASURES,
~ ~ ~ ~ 6' ai ti ~ A ~ ~ ~ 1. TOTAL SITE DISTURBED AREA = 111.75 6, STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE,
t' A ~ 6 N R N W T ACRES 7, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED I ACCD DA CE I H
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN ? 2. ALL "STD" NUMBERS REFER TO THE
~ ~ DRAIN AREA ~ ~ ' ~ .I EDIMEN TRAP #2 ~ ,r ~ MANUAL, U, S, DEPT OF AGRICULTURE, U, S, SOIL CONSERVATION SERVICE, CHARLOTTE/MECKLENBURG LAND DEVELOPMENT
- CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CITY DF STANDARDS MANUAL.
CHARLOTTE ENGINEERING DEPARTMENT, 3. ON-SITE BURIAL PITS REQUIRE AN 8, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION ON-SITE DEMOLITION LANDFILL PERMIT FROM
~'C ~ , CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION, THE CONTRACTOR
t_ ~o ~ ~ ~ THE ZONING ADMINISTRATOR. SHALL MAINTAIN CLOSE CONTACT WITH THE CITY DF CHARLOTTE EROSION 4. ANY GRADING BEYOND THE DENUDED LIMITS
~ , H ~ / 1 ~ INSPECTOR SD THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT SHOWN ON THE PLAN IS A VIOLATION OF THE
APPROPRIATE STAGES OF CONSTRUCTION, CITY EROSION CONTROL ORDINANCE AND IS
~ a 3a SUBJECT TO A FINE.
; , ~ ~ 5. GRADING MORE THAN ONE ACRE WITHOUT AN A TEMPORARY GRAVEL AND RIP-RAP SEDIMENT BASIN PER
~ e ~ ~ APPROVED EROSION CONTROL PLAN IS A DETAIL ON SHEET C 3
e, ~ ( ~ \ ~ r:, ~ ~ ~ VIOLATION OF THE CITY EROSION CONTROL
~ ~ \ 6 ~ ORDINANCE AND IS SUBJECT TO A FINE. B TEMPORARY RISER BASIN STRUCTURE PER DETAIL #6 ON
~r ~ A \ = ~ ~ ,e A 6. ALL GRADED SLOPES MUST BE SEEDED AND SHEET C7, 3, RISER SIZED FDR 10 YEAR EVENT, NO
MULCHED WITHIN 15 WORKING DAYS. ALL WEIR REQUIRED.
/ t,, l / ~ REMAINING AREAS ARE TO BE SEEDED AND
~ ' ~ I v ~ s ~ r C TEMPORARY SILT DITCH PER DETAIL #1 ON SHEET C7, 3, MULCHED WITHIN 90 DAYS.
v~ r. ~ S CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE INTO 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A SEDIMENT BASINS AND TRAPS DURING ALL STAGES OF
\ ~ D ~ ~~t.,~ ~ A CONSTRUCTION, REPRESENTATIVE OF THE CITY ENGINEERING
~ / \ V ~ • •t ~ ~ H ~ u / p ~ ~ DEPARTMENT.
\ ~ ~ 97 LF ~F3EEK F N P R ETAIL #6 ON SHEET C7, 3, 8. MAXIMUM GRADED SLOPES ARE 2:1. WHEN D TEMPORARY SILT E CE E D B
~ / ~ ' ISTUR ACE s~' ~ ~ PROVIDE WASHED STONE AND WIRE MESH TO ANCHOR FENCE STEEPER SLOPES MUST BE USED, PLANS SHALL
. M ~ TOTAL , \ / 6' D~ ~ ~ ~ ` A \ ~ ,025 AC TO ALONG CREEK, USE ORANGE FENCE TO DESIGNATE BE SEALED BY A GEOTECHNICAL ENGINEER FOR
WETLAND PROTECTION, SLOPE STABILITY AND FINAL SURFACE
~ \ G STABILIZATION. FILL SLOPE GREATER THAN
\ 3 ~ v ~ . E SILT FENCE STORM INLET SEDIMENT TRAP, SEE DETAIL ~ UATE TERRACING. 10 REQUIRE ADEQ ON SHEET C7, 3, 9. A GRADING PLAN SHALL BE SUBMITTED FOR
~ \ ~ - ~ ANY LOT GRADING EXCEEDING ONE ACRE WHICH
pR., sO--SINS AL 0 AS F STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL ON L APPROVED. WAS NOT PREVIOUS Y
\ 0~ / 5' ~ P EEDEO NCE SHEET C7. 3,
\ 2 ~ ~ # / \ s S M D INAGE
~ NOW OR FORMERLY = ~ ~ 14 •o` IS NSTR TED ~ ° G RIPRAP APRON AT PIPE OUTLETS PER DETAIL #3 ON SHEET
WALTER LEE FURR, JR. & WF. BETTY • ~ AND YPAS D.B. 1677-310 & 1404-333 \ / ~Q C7, 3,
TAX PARCEL 223-132-09 ~ ~ \ CHANN IS ~ ~ K DENUDED LIMITS /CLEARING LIMITS H TREE PROTECTION AND WETLAND PER CMLDS#40,02. USE SILT
MECKLENBURG CO. REGISTRY ~ K FENCE WITH ORANGE CONSTRUCTION FENCE TIED ABOVE SILT TEMPORARY SILT FENCE '
A / , - AIN E EA FENCE, SEE DETAIL ON SHEET C7, 3,
~ ~ ~ ~9 S IMENT ~ASI #1 -x x x x- SILT FENCE WITH ORANGE CONSTRUCTION FENCE /TREE PROTECTIO
G ,rr { 7 8 ~ CR S ~ ~ I ORANGE CONSTRUCTION FENCE _ - - - - P RARY (VERSION DITCH TD > to > TEM 0 D
i NOW OR FORMERLY ` H ~ BETTY JO H. FURR 1 \
i ~ „P D.B. 3636-606 PERENNIAL STREAM ~ '~0 " ~ P P STORM DRAINAGE TO BE BUILT WITH - PERMANENT CHANNEL J RD OSED
TAX PARCEL 223-132-10 k ; a, MECKLENBURG CO. REGISTRY { FINAL GRADE, (APPROXIMATE LOCATION) ` ~ SEDIMENT BASIN DRAINAGE AREA
I ~ t'` 4 PROPOSED FUTURE STORM DRAINAGE K PROPOSED SEDIMENT BASINS MAY REQUIRE THE INSTALLATION
~`'1 i ~ 4 ' T D Y EROS I DN INSPECTOR I N FIELD, ~ ~ ~ ~ TEMPORARY BYPASS CHANNEL DF BAFFLES AS REQUES E B
\ ~ / k r
~ ~ 1 , II y ' 1 . CALL NC ONECALL TREE REMOVAL
STAY 10 0 TO ~s ~ 1,=. BEFORE YOU DIG
OF STREAM BANK \ ~ 1i ~
~ S
23 ~ s 1 ~
~ EST BE REM VED c~` 1 \
PERMANENT CHANNEL A ~ 1 C G / 0 ~ ' q ~ ~ i PER CIiY COMMENTS CIP RGJ 08/16/2002
~ ~ •r' ~ ~ / ~ ~ t.' ~ G~ ~ ~ ~ 0 SUBMITTAL TO CITY CIP RGJ 6/26/2002 ~ F
`9 ~ ' ~ Revision DY Appd. Date
~ ~N 1-800-632-4949
~ is ~ ~ s~ ~ ,f s~' -A VOID UTILITY DAMAGE
~ - j ra ~ i ~ r File Name: V:\56732\active\73200286\_LD\dwg\73200286-GRER,DWG
` / ~ \ \ ~ \ 6
SS r I ~f A : Perms-Seal
of ` 2 e "I u+u+
CARO
~ . 1 J . „s..~ o,
/ 9 ~ r ~
c~ ~ a c ~ d 4 2 / J 6 SAL ~'t ~~~;,,,>...,,a..,~ 23956
~Y / b ~ - i.;, 6 N ti i i•r, ,4.• 1 ,s '..5re e, ? iC^,~, •
/ rl.:., 4~ 1,:q T.: ~'4 / /LL/
/ NOW OR FORMERLY tD 6 ~ ~ . V C
/ LODGE AT BALLANTYNE LP s4 c ~ N TE; ++++nn+ti~~ ro
/ D.B. 10371-740 M.B. 28-159 / i ~ T8 / _ ~ TAX PARCEL 223-132-28 / ~ i ~ ~ ~ o ~ AFTER DITCH IS 'r, N
/ rY ~ ~ 6 To / MECKLENBURG CO. REGISTRY / _ ~ ~c ELOCAII~INSTA n SILT FENCE 9I CllenflProJeCt ~
/ ~ \ / / / _ ~ ' / 3 0 -!)6 BANKS,
PERMANENT CHANNEL B .p~,'~, , ~ ~f / ~ r. ~ ~ , CO oa REALTI RP
/ SEE DETAIL C7.1-8 ~ / ~6
/ FOR CROSS-SECTION `:r-;p~ / / AND TEMPORARY LINING N a S
/ , Pei'-~ . ~ BALLANTYNE n.-
,r >O
/ ~ ~ - CENTER 0 '~f~. N p'p
/ NOW OR FORMERLY / / GRACE CHRISTIAN CENTER, INC. / Charlotte, North Carolina .i... tpN
_ Nay, ,P ..O .,4~ Title
A N 1 / D.B. 9804-095 - / TAX PARCEL X223-132 29 DRAINAGE AREA ~ AC) 7, 8 4. 1 / MECKLENBURG CO. REGISTRY / > N 6-
I TURB D A A~ A 7~ 8 4. 1 / /
A ( ) 14 4 / / EROSION
STORAGE PRA, ~ (CF) 51422 10380 NOW OR FORMERLY / CHRISTIAN CENTEF N OR FORMERLY GRA 6 CONTROL ~RISTIAN CENTER, I .
BOT OM ELEV. ~ 3, 2 , / D.B. 9033-6; D,B, 9033-637 N M
A ~ ~ / TAX PARCEL ~f223- - PLA PARCEL ~f223-132 17 ` , / ~ . \ ~ \ \ x
TOP OF DAM: 632.0 630.0 MECKLENBURG'CO F (LENBURG CO. REGISTRY 666
SPILLWAY LENGTH: F 12. 0 10.0 PERMANENT CHANNEL C Pmiect No. Scale
SPILLWAY H H : ( ) 1. GRAPHIC SCALE SEE DETAIL C7.1-8-/ ~i 1 _ 50
BOTTOM AREA: (SF) 535 641 FOR CROSS-SECTION 73200286 / W W AND TEMPORARY LINING LO
O A AREA, 1 9 431 so o zs so 100 200 Drawing No. Sheet Revision
A (FT) 7. 0 / Z
( IN FEET } 0 5 of 11
1 inch = 50 ft.

r
STORM DRAINAGE SUMMARY _ ,
9 Stantec Gonsultln Inc.
/ HW -HEADWALL (CMLD STD ~~G• (CMLD STD #20. 17) 5265 Parkway Plaza Blvd
ti~ ~ FES -FLARED END SECTIOI RIB' .ND SECTION FROM TO SLOPE DIAM LENGTH INV. INV. MATERIAL RIM REF, Suite 130
/ JB -JUNCTION BOX (CMLD, BOX (CMLDS STD C FTIFT) (I N) (FT) UP DOWN Charlotte NC U.S.A, 28217
#20. 09) Tel, 704.329,0900 IPE
r / ~ PE END 0 I E / DS -DETENTION STRUCTURI PE 23 PE 22 0. 0125 6 40. 00 624, 00 623, 50 PVC 624. 00 INV Foz. 704,329,0905 ~ STRUCTURE (SHEET
~ _ ~ / BuG S2. 0 DETAIL 2) www.stantec,com
/ P~ ~ ~ V - NV T IN I ER DS 21 FES 20 O, 0050 36 180, 00 623. 00 622. 10 HOPE 630, 95 TOB
/ 1P .4~6 ~ / TOB - TOB OF BOX v ~2 ~ BOX
/ 8~' ~ TC -TOP OF CURB P~ 7 & ~ 56 ~ / RO ~~8 6 / F - F HED GRADE FES 19 JB 18 0. 0080 36 66. 04 640, 28 639. 75 HDPE 640. 28 INV ~ Co ' htReserved URB pm9
NGE 852 / G INIS ti / /i ov~o GRADE JB 18 FES 17 0. 0080 36 283. 96 639. 55 637. 28 HDPE 648. 00 TOB The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to
PRi / ~ ~ / ~ Stantec Consulting Inc. without delay. HW 16 HW 15 0. 0101 42 197. 71 630. 00 628, 00 HDPE 630. 00 INV The Copyrights to all designs and drawings are the property of
/ ~ ~ ~ / / Stantec Consulting Inc. Reproduction or use for any purpose other than
~ ti~ 5 ~ that authorized by Stantec Consulting Inc, is forbidden. HW 14 HW 13 0. 0335 42 59. 71 626, 00 624. 00 HDPE 626. 00 INV
~ / .s YET POND S~C'N~~ Consultants MAINTENANCE ACTIVITIES SHALL BE PERFORMED AS FOLLOWS \
~ ~ ,~_.F:, q ti NONE
~ w ~ g R P POND DRAINAGE AREA 10. 58 AC 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND
~ F N NORMAL POOL DEPTHS 3, 0 FT AT LEAST MONTHLYi : 4~ 1 A, INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT Rl~ALT~iORP NORMAL POOL SLOPE ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER AND ° ° " " • " ° " ~ ' ' " • ' " ' ' °
~ N NORMAL POOL VOLUMES 16, 289, 00 CU. FT '
~ G ,r~= \ 9 GENERAL CONDITION. BOTTOM OF BASIN ELEVAT I ONs 623. 00 B, CHECK AND CLEAR THE ORIFICE DF ANY OBSTRUCTIONS SUCH THAT
P • ' ~ ~ F PRINCIPLE DISCHARGE ELEVATION. 627, 00 DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS
est. N D. NOteS TOP OF DISCHARGE RISERS ELEVATIONS 629. 00 DESIG E
P WAY ELEVAT I ONE 631. 00 EMERGENCY S I LL 2. REPAIR ERODED AREAS IMMEDIATELY, RE-SEED AS NECESSARY TO
\ 6' TOP OF DAM ELEVAT I ONE 632. 00 MAINTAIN GOOD VEGETATIVE COVER, MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES AND REMOVE TRASH AS
T; ~ ~ S ~ ~ 0 NEEDED,
3, INSPECT AND REPAIR THE COLLECTION SYSTEM (I,E, CATCH BASINS P P N TI N B X BLOCK MANHOLE 15'~
A RO OSED JU C 0 0 PIPING, SWALES, RIPRAP, ETC.) QUARTERLY TO MAINTAIN PROPER p p p M 9 MANHOLE
~ ~ , ~ / ~ i ~ ~ FUNCTIONING. THRU 36 I E) ER C LOS X20.0 .
4, ~ V / ~ ,i FRAME & COVER PER CMLDS 20.10. DRAINAGE 4. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN
\ SYSTEM SEMI-ANNUALLY OR WHEN DEPTH IS REDUCED TO 15% OF THE STRUCTURE STEPS PER CMLDS #20.12,
~ \ ~ / ORIGINAL DESIGN DEPTH, REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT
N T A V R Y MP T WAT R A TY ST KPI N B TOP OF CREEK BANK WILL D D E SEL I AC E QU LI (I E. OC LI G NEAR A
WET DETENTION BASIN OR STREAM, ETC,)
~ ~ 1 ~ ~ ~ THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION ,
\ ~ D SHALL BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AN NOTE . BUILDINGS AND PARKIN G \ NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS.
~ ~ , ~ \ \ , ARE SHOWN FOR INFORMATION
v \ ~ WHEN THE PERMANENT POOL DEPTH READS 3 FEET IN THE MAIN POND THE SEDIMENT SHALL BE REMOVED. PURPOSES ONLY,
i, ~ ' r. A~
,r, V WHEN THE PERMANENT POOL DEPTH READS z.25 FEET IN THE FDREBAY, THE SEDIMENT SHALL BE REMOVED. 'C~n
v,. \ ~iri~~31i
1 • • ~ . 5. REMOVE CATTAILS AND OTHER INDIGENOUS WETLAND PLANTS WHEN
1` ~ ' 1;~ S THEY COVER 50% OF THE BASIN SURFACE, tHESE PLANTS SHALL BE PR PR ED SPOT ELEVATIONS RA T R W A N THE V TATED SHELF N F R A ~ 0 OS ENCOU GED D G O LOG EGE O D D EB Y BERM
~ ~ rr / s • ~ ~ n 6, IF THE BASIN MUST BE DRAINED FDR AN EMERGENCY OR TO PERFORM t g8 EXISTING MINOR CONTOUR MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY
~ S PROP D RIM = 636. - ~ j ~ ~o OSE ' DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL, 100 EXISTING MAJOR CONTOUR
~ / / \ ~ i 7. ALL COMPONENTS OF THE WET DETENTION BASIN SYSTEM SHALL BE
~ 98 PROPOSED MINOR CONTOUR MAINTAINED IN GOOD WORKING ORDER,
1 ss d' ~ ~ B PROPOSED MAJOR CONTOUR , V SPREADERS OR OTHER STRUCTURES THAT PROVIDE DIFF lOO 8 LE EL USE
aS, _ \ ~ FLOW SHALL BE MAINTAINED EVERY SIX MONTHS, ALL ACCUMULATED 1 p p RAINAGE STRUCTURI
/ SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE STRUCTURE, AND A RO OSED O ~ LEVEL ELEVATION SHALL BE MAINTAINED ACROSS THE ENTIRE FLOW
\ ` / ` / `?f SPREADING STRUCTURE. ANY DOWN GRADIENT EROSION MUST BE REPAIRED
~y ? / O / - ~ ~ 6 s, SS ~ AND/OR REPLANTED AS NECESSARY.
~ ~ ' / ss 5 ~ ~ , / ~ WET DETENTION POND AND SUPPORTING SYSTEMS SHALL BE MANAGED AND
1 `a / J ~ , ss ~ MAINTAINED BY THE FOLLOWING PARTY, RealtlCorp
~ / NOW OR FORMERLY ~ i 1 •F~ PO Box 6806 1. THE BASIN SIDE SLOPES ABOVE THE PERMANENT
WALTER LEE FURR, JR. & WF. BETTY ' • D.B. 1677-310 & 1404-333 ~ ~ / n ~ Greenvltle, SC 29606
TAX PARCEL ~j223-132-09 ~ r~ _ 864-271-x700 ex lOP3 POOL DOWN TO THE VEGETATIVE SHELF MUST BE STABILIZED WITH VEGETATION AND SIDE SLOPES NO
MECKLENBURG CO. REGISTRY ~ / ,~4'' , ~ ~ ~ ~ x, TOW/BO /BO STEEPER THAN 3:1, 2;1 SLOPES CAN BE USED IS
i s / r:" ~ ~ 5 .r, ~ 643/642 642 EROSION CONTROL MATTING OR SIMILAR IS USED,
~ / / PR 0 ED M - 38,25 , ~ / •
~ - ~ ~ TO BOW / / / / ~ '0 BOW T 0 R 2, THE VEGETATIVE SHELF AROUND THE PERIMETE
~ i NOW OR FORMERLY ~ i 'r 645 42,4 i BETTY JO H. FURR ~ ' 4 .45 42,4 653 5 ~ R OF THE POND SHALL BE GENTLY SLOPED (6.1 0
~ D.B. 3636-606 ~ ~ FLATTER AND SHALL CONSIST OF NATIVE
' TAX PARC 23-13 -10 PERENNIAL STREAM / ~ EL ~2 2 c~ \ / MECKLENBURG CO, REGISTRY / VEGETATION, IT WILL NOT BE NECESSARY TO PLANT
~ ~ ; 6 642.4 6 642.4 THE SHELF AS VEGETATION SHOULD VOLUNTEER,
/
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/ / / / /
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PERMANENT CHANNEL A , ~ ~ s r F,
SEE DETAIL #8 SHEET 7.1 / / / j ~ • / ~ ~ ~ ~ A 1 PER CITY COMMENTS CIP RGJ 08/16/2002
/ / i9 ~ : 0 SUBMITTAL TO CITY CIP RGJ 6 26 2002 ~
/ 2 ' ,9 ~ ~ ~ F ~ Appd. Dote
\ Sg _k,, ~ ~ ~ Revlslon w~
-
\ ~ / \ i f ~A j~ File Name: V; 56732 active 73200286 _LD dw 73200266-GRER.DWG ~ ~ ~ ~ ~ 9~
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/ / ~ J ~ ~ t~.; r, ~ ~ 'i 11111
/ ~ / ~o a~, SS ~ t1r .'4 • ~r. ~ 1 'P itttil 1//~~.
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/s / 642 / r ~ 1 SEAL
,S~ ~ :~nA, , ~ ~ 23956
s / / / ~ 6~ / S( / / 17 .
~ ~,r., 4, ~Rp ~ Z
PERMANENT CH EL B NOW OR FORMERLY ~ - I 6~ SEE DETAIL #8 EET 7.1 LODGE AT BALLANTYNE LP ~ 6 \ ~ /11111 lilift' 0~0
/ O.B. 10371-740 M.B. 28-159 / ~ - - / TAX PARCEL #223 132 28 / ~ O
/ MECKLENBURG CO. REGISTRY ~ / / N n ClientlProject
~ / / / 8 Y~
9 / / / . v REALTICORP o~ r , 'JIK
/
` / _ ~ / _ (~A6 - 6_._ N
/ / . A ~ / MO
~8 BALLANTYNE >o
/ _ CENTER ~~o ~WF. , /~I
/ NOW OR FORMERLY i / GRAOE CHRISTIAN CENTER, INC. PROPOSED 6' FENCE 1 M O ~ Charlotte, North Carolina
/ D.B. 9804-095 - / ~ ~ N
TAX PARCEL X223 132 29 / MECKLENBURG CO. REGISTRY / PERMANENT CHANNEL C
/ / SEE DETAIL #8 SHEET 7.1 NEL C 6 :Tithe T 7.1 . E ~
/ / ~ GRADING
NOW OR FORMEF ~ CHRISTIAN CEN NOW OR FORMERLY GRAC H I AN R I 6 C R Slt CENTS , PLAN
/ D.B. 9033• D,B, 9033-637
i TAV DADPCI JlM iAV DADPCI J1092-749_i7 ~ C \ A ~ t0
inn (-IVIVLL cA MECKLENBURG Ct inn rniw~~cc~- wc- i r x IECKLENBURG CO. REGISTRY 666 , N
GRAPHIC SCALE Project No. Scale o n
50 0 25 50 100 200 1 = 50 73200286 W
Drawing No. Sheet Revision / Z
( IN FEET ) a
1 inch = 50 ft. 6 of 11 °

A ~ t ~ ~ ~ ~ 1 ' .A t ~ ~ ~ f ~ ~ ~ ~ 1 i - , ! Stontec Consulting Inc.
~ / i ~ _ + \ ~ _ 5265 Parkwoy Ploza Blvd
I , I ~ ~ } ~ i , ! ~ ~ \ , v Al , \ J ~ ~ \ ~ _ ~ ' Suite 130 I / ~ -L: ~t J
~ + ~ i ~ 1 l t--~ v ~ ~ v ~ % .A~ v ~ ~ , / ~ I Chorlotte, NC U.S,A, 28217
l 1 ~ ~ , ~ ~ < ~ \ ~ ~ l ~ 1 ~ ti, ,-~,f ~ ' j Tel. 704,329,0900 ~ / -
~ ~ ~ 1 v , I~ ~ ~ 1 I, ~ I v`~ ~ ~ Fax, 704,329,0905
/ ~ ~ ~ ~ 1 \ wwwstantec.com
~ ~ v. v ~ ~r~ I L_~ 1 ~ ~ 1 `~v~ 1 , 5 ~ ti ~ ~ . ~ -
v A ~ I ~ r \ ~ ~ \ ~ f ~ ~ A, \ , t.. ~ ~ ~ V ~ 0 l ~ ~ ~ , ~ ~ \ r' ~ ~ . _ i ~ ~ ~ f ~ ~
~ v ~ ~ ~ ~ ~ } ~1„ A .r' / - - _ Co ' ht Reserved ~ r ~ Pm9
\ ~ ~ ~ Vv \ 1 1 r --i ~ ~v y ~ ~ 1 / > / r ~ , ^~4 ~ The Contractor shall verify and be responsible for all dimensions. DO i ti .l id0 .r • ~0~ 50 t0 200 _ r---
~ - ti \ ! / \ + 1 ~ ti , f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ r--- , 1 1 1 ~ / `1 ( NOT scale the drowing -any errors or omissions shall be reported to \ \ ~ Stontec Consulting Inc. without delay.
~i / ~ vv ~ ~ / i ~ ~ ~ ( ~ ~ ~ , r he ro ert of / ~ ~ The Copyrights to all designs and dromngs a e t p p y
1 - ^ f ~ " ~ Stontec Consulting Inc. Reproduction or use for any purpose other thon - ~ + (1N FEET) ~ thot authorized by Stontec Consulting Inc, is forbidden,
~ w_ i \ ~ \ _ .f / r 1 inch ~~00 ft~~ / .J
~ 1 ~ ~ ~ - I ~ ~ ~
~ ~ 1~ ~ A \ ~ ~ ~ ( ~ r 1 Consu~ants ~ , ~ ~
\ M1~ 1 ~ / ~ l f ~ ~ ' _ NONE r ~ i l / i
\ i ~ ~ 1 ~
w ~ ~ / ~ ! ~ ~ ' ~ ' ~ `i~ / RtiALT P ~ ~ / ~ ~ j' ~ ee~r=we~~~ ~rv=~rr=rr rVrs
\ \ ~ ~ ~ r~ ~ ~ ~ ~ ~i;~ ~
\ ~ ~ 1 ~ . - ~ ~ , ( ~ ~ ~ \ ~ , ! ~ ~ i ~ ~ ~ 1 / ~ ~
~ ~I ~ \ f - ~ ~ \ - ~ ~ ~ ~ , , ~ r , } / i ~ : Notes _i ~ / r , ~ r / / /
` ~ ~ 1 /1 J ~ ~ ~ ~ ti~~ : ~ ~ ~ ~ ~ ~ ~ l ~ / , I ~ - ~ DETENTION SUMMARY:
+ ~ f ' r ~ ~ / ~ ~ i/ ~
~ I d / \ \ I 7~ 4 1 1 ~ g ~ ~ / / BASIN AREA C / ~ _ i r r-- I / , ;
~ i ~ j % I/ ~ i ~ t bg V _.,e ~ 1 ~ I I ~ ~ \ ~ ~ ~ ~ ~ ~ i j ~ / ~ s ~ ~j ROUTED TOTAL
/ i \ ~ l / ~ ~ ~I I / A \ ~ ~ / ~ ~ ~ ~ ~ ~ FS) ELEV. (CFS) ~ / ~ ~ r _ PRE (CFS) POST (CFS) ( C
~ . 1 / l ~ ~ ~ / / ~ l/ ~ 2 YR 6 21 6 629. 72 6
! ~ \ ~ ~ ~ ~ A ~ ~ ~ v ~ - ~ " ~ YR 18 40 18 631. 11 18 / 10 f / / ~ ~ / 42 631. 56 42 ~ 50 YR 29
J \ ~ ~ - _..-._.Y---- ~ ~ r ~ ~ ~ 1 . l f ~ \ V\ ~ 4 1 E AREAS.
r ~ I v~,. - i / ._i ~ / / t f f LAND US l i r ~ ~ ~ I l 1 ~
~ ~ + \ R A A C AC) AREA B (AC) AREA C (AC)
r` ~ ~ A ~ ~ ~ ~ ~ ~ V V `r ~ ~ J I ~ 0 ~ AE t ~ ~ ~ ~ P T PRE POST \ / ~ - ; + I~. PRE POST PRE DS
~ ! l ~ ~ ~ V ~ r / \ . - ~ I ~ , ` . 10 j _ r,-=~ ~ ~ ~ { ~ ~ GRASS 19, 94 19, 94 12, 49 10, 66 9, 06 5 _ ~ I I
l ~ i ~ l 1 l ~ ~ ~ ~ , ~ , `T ASPHALT 7, 93 7~ 93 1. 38 1. 41 0. 38 5, 3
~ f r ~ r rr + ~ V / - ~ \ t ` I ~ 4, 32 3. 45 1. 43 0. 14 ~ - ~ ~ ~ 1 ~ ~ I~ ~ ~ WOODS 10. 06 10. 06
~ i l I ~ ~ y'x ~ ~ ~ r'/ 6~'~ \ _.r i ~ ~ i 670 ~ j ..r ~ ~ ~ . i DETENTION POND NOTES
j l j ~ _ ~ ~ . l ~ ~ ~ r - f
~ ~ ~ ~ ~ DETENTION POND WAS SIZED ~..J ~ r' / _ ~ ~ ~ ~ THE PROPOSED _ ELEV - 68~ ~ THE FOLLOWING CRITERIA.
A \ - ~ - - 1 ~ A ~ / A \ - ~ ~ ~ ~ _ ~ i I t r ~ ~ ~ _ _ - ~ ~ 300 LF AT 2.0% \ ~ . BASED ON = ;i ~ \ ~ ~ TOTAL DRAINAGE AREA- 10.58 AC
~ ( I l ~ ~ ~,y~ J~ ~ _ ~ ~ ~ _ ' ~ ~ ~ IMPERVIOUS AREA= 5.34 - I ~ TOTAL PROPOSED
a 1 1 ~ ~ - / / ~ / ~ c `w
~ j ~ ~ .i ~ ~ -""i ~ ` : \ TOTAL PROPOSED PERVIOUS AREA= 5.24 AC
1 ~ ~ ( ~ ! ~ E VOLUME ~ ELEV = 67a STAGE STORAG
~ \ ~ / / 1 ~ I ` i~ , 300 LF AT 4.3'/. ~ \ NORMAL POOL
~ ~ 1 ~ ~ ELEV. AREA STORAGE CUtvII~1LATIVE
- ~ ~ ~ _ \ ~ \ (SF) (CU-FT) lCU-FT) l \ \ r - ~ ~ ~ ~ 401 0.00 0.00
~ ~ ~ af~ ~ ~ \ ~ \ \ ~ _ ~ ti { \ _ ~ 623 ~ ~ 1307 854 854 \ ~ 624 3307
~ -r 625 3598 2453 \ \
~ ~ J ~ f ~ i ~ ~ \ ~ 5417 8723 ~ ~ 626 7235 ~ ~ ~ 627 8080 7658 16381
~ ~ P DRNNAGE BASIN "A" ~ -
19:94 AC GRASS _ _ FOREBAY ~ WOODS \ ~
' ~ ~ i - - ~ 10.06 AC 7 ~IPERVIOU$ ~ ( ~ ELEV. AREA STORAGE CUhIl~iLATIVE
~ ~ _ ~ SF CU-FT) (CU-FT) ~ \ ~ 624 980 0.0 0.0
_ \ ELEV = 665 ~ 626 1541 2521 2521
~ ~ / ~ ~ ~ V ~ s ~ ~ ~ ; - v o ~ ...r ~ ~ ~ 40a. AT 7.2% ~ \ ~ ~ 1701 4222 ~ 1 ~ _ 627 1860
i / ~ ; ~ s ~ / f ~ l i / ~ r ~ a V ~ S
/ I i / / ~ 6 ~ • ~ ~ \ ~ COMPOSITE _ " ~ ~ ~ TIVE I ELEV. AREA STORAGE CUNIhII,A
v~ , , ~ r - ~ / ~ / ~ , ~ y"~ \ ~ ~ / ; , ~ i ~ ~ ~ CU-FT ~ ~ J (SF) (CU-FT) ( ) ~ ~ \ 0.00
r ~ ~ ~ s ,v / t / EV 6.82 _ a / ! ~ ~ ~ ~ ~ ELHI'- 638 , ~ ~ 0.00 \ \ ~ ~ { ~ ~ 627 9795 1 1 10258
3 LF AT,4J% ~ ~ - AT 3.2/. o i ~ ~ / / / ~ r 1 1 ~ 628 10720 10258 ~ ~ ~ ~ t 1 \ ~ 629 11685 11203 21460 y ~ ~ v 3 38
i r., ~ ~ ! ~ ~ ~ ~ ~ i Y NNIE ~ ~V~ ~ ~ ~ ~ ~ ~ ~ 630 12670 12178 3 6
~ ~ ~ ~ ' 1 ~ ~ v ~ i I ~1JOW~OR~RME 0 ~ ~ ~ _ ; o r / + ~ ~ELE - 638 - ~ \ ~ ~ 1 ~ ~ R \dc. NIS B. i J I'I ` ~ 632 14702 27372 61010
/ z3r r ~ ~ ~ ~ ~ ~ D.B. 4 1-7J7 &?4 4-395, ~ ~ ~ ~ - ~ ~ I ~ ~ ~ ITE t ~ ~ ~ ;UPON SELECTION OF PLAN FOR S
M.. 12-1 9 TAX P RCE~ . \ ~ ~ ~ ~ ~ / ~ ~ } ~ 65 ~ ~ 332-Yt / ~ ~ \ ~1 ~ ~ ~ ~'1. ~ ~ 1 ~ ' : ` IMPROVEMENTS BY DEVELOPER, THE DESIGNER
' 1 ~ X32-1~- ELEV = 28.2 r--- , % - ~ \ ~ , ~ ~ ~ ~ \ T THE FINAL PROPOSED PLANS .r-, MUST RESUBM I
/ 23 3 1 59 \ ~ 1 f ~ e I \ \ ' ~ ~ TENTION CALCULATIONS. \ ~ ~ , ~ WITH REVISED DE
1, 1 _ A~ / \ ~ 6 ~ ~ ~ ~ ALTERATIONS ~ \ ~ ~ \ RESUBMITTAL SHALL STATE ALL ~ \ ~ ~ AL APPROVED
1 4~ ~ f/ \ - ~ y / ( ~ \ / - _ \ m / o ~ ~ AND REVISIONS TO THE ORIGIN ~ ~ -~r'`"~' ~ PLANS AND CALCULATIONS.
r.--~ ~ ~ / t o~ ~ ~ ~ i r' \ ~ ~ , \ PROPOSED ~ / ~
/ ~ ~ ITOW OR FORMEl~LY/ - / ~ v = 3,3 \ ~ ~ ~ \ ~ / / ~ \ Y~AtTER_,1.EE-FGRR,;dR. dry- ~ - ~ ~ ~ /
/ ~ - ~ WF / - / 1 ~ ~ ~ -c>§r .BETTY ~ \ ~ r . ~ - ~ r . , ~
/ % ~ - ~16Z~-310 $N 404-•333 ~ / ~ - ' \ , ~ f / ~ I ` \ O.B. / / ~ ~ I X PARCEL 223yi~-99' r - - ~ ~ ~ fi~ # .i
~ ~ ` / NOW pR FO RL -MECKLENBURG,C,O. ~ ~ ( \ ~ \ M ~ ~ _ - A
F ~R ~ \ ~ R ~ _ ~ I ~ WAITER ~ LEE U , , ~ ~ ~ A \ i r ~ ~ ~ ~ / ? / ~ 1 PER CITY COMMENTS CIP RGJ 08/16/2002 ~ _ / / ? /J ~ \ TTA TO CITY CIP RGJ 6/26/2002
D.B. '9600 08`r T ~ ~ - A~ ~ ~ : L - ~ ~ ~ _ ~ ,i AX P RCEU 2~3-1 2 0 - ~ i ti 8Y APPd. Date
/ A l M KLEMBURG CO, ~ k: ~ r.~ ~ l ~ 'sion 1
Y ~ ~ J° NOW OR FORMERLY ; ~ ~ I REGI TR - / \ ~ ~ / 1 / - H. RR P ~ ~ 'C BE J ERENH 1 ~ / ~ ~ ~ SfiE ~ ~ \ ~ W a~°' ~ ~
\ ~ ~ y \ ~ D.B. 36- O6 ~ ~ ~ ~ / ~ ~ ~ 1 , - ~ eLEV - 6?f9.3 l I 1 ~ I ~ ~ i-- t0` ~ ~ r ~ ~ File Name: ~ 7 00266 LD dw 73200286-DRAIN.DWG
\ ~ ~ r-~ /PAR EL 3-13210 ~ ~ \ I 1 ~ TAX / ~ ~ AT 4.0% \ J ` ~ ~ , \ P ~ ~ 7,7 LPI ~ { ~ 1 ~ ~ ~ \ 1 1 I ~ CKLENBURG C0: ~ ~ ~ \ 7 U ~ / ~ ~ V \56732\actwe\ 32 \ a
? \ ~ ~ ! G ~ I ~ ~ \ \ ~ ~ \ L 630 ' RE~iiSTRY f i ,.ELEV 630 ~ I / 1 \ 12 fLF AT 6.8% ~ ~ - ~ `
~ J ' ~ - ~ _ t \ ~ \ 1 ~ I ~ \ ~ 1 Penny Sea i
/ ~ ~ ~ ~ ~ f, \ 1 /i- + i ~ 1 ~ ! / ~ I ,f / ~ ' t I t \ i I ~ • i ~ ~ 11111111111 PRE BASIN ~B ~ ~ ! +
+ ! W OR FORMERLY ~ o _ i ~ N BASIN C ~ ~ I \ . I ~ f I PRE DRNNACE + l \ ~ ~ r ' l r \ I ALTER LEE F`URR; JR.--dt ~ ~ I ~ \ ~ ~ ~ \ \ AG GRASS \ ~ \ 12.49 GRASS, ~ . _J ~ I ARO 1~ i ~ ~ ~ W0005 ~ 32 AC ~ Q- .
~ \ ~ 9.06 I i r ~ ~ r W~. BETTY ~ , 1 RMERLY ~ r 7 ~ \ 1.43 AC, WOODS ~lOW OR 0 ~ 1.38 AC ~ ~ ~ ti , y . ~ { \ I 9
/ ) D~ 2047 60_ ! l+ ~ K ~ - ~ ~ ~ i ~ I ERVIOUS El'iTY 'JO H, FURR ` . ~ ~ f ! I _ ~ - \ .38 AC IJIP ~ ~ ~ ~ % f 223-132 14 ~ ~ ~ + ~ ~ TAx PARCEL ~ ~ ~ ~ D.B. 3636-606 I
\ ~ o ~ ~ ~ / r ~ N URG CO. ~ 1 1 ! M~CKLE B ~ - -10 / / / ~ , ' / ~ \ ~ ~ AX PARCEL ,#223 13,2. \ r ~ I I ~ ~ ~ 23956 ; ~ \ ~ I 3
-632' ~ l i ~ \ EGI$TRY f~ ~ \ r ~ ~ r MECKLENBUR CO. l r i J 6 i ~ - p \ -x 1 • G _ ~ I 1NE~~. •
r ~ ~ ~ ~ ( ~ REGISTRY - ~ , i ~ .1, v / i v ~ . ~ - \ \ ~ INV - 646.28 ~ . P ~ 'Y ~ X83-L`F AT 1 , ~ ~ ~
~ ~ ~ r i \ / ~ ~ \ v / i l - i'~ f ~ ELEV/ = 642 { ~ I ~ ~ R~ • ~ y \ ~ ( I ) 11111111 N
% % ~ ! i 7 \ I I I ~ I ~ O
r' ! ~ i \ \ ~ 9 ' ~ J ~ 6 l A, \ ~ ~ 675 I J ~ , :::Ce i
, i ~ / / / ~ / ~ ~ ~ ( NQW 0 ~2M~RLY ~ l ~ ~ i ~ - ~ ~ ' E LP / ~ \ ~ \ ELEV = 4.5 V ~ \ ~ - 1 L AT G2% ~ ` ~ ~ li nflPni eCt \ _ t ' ~ I n~ ! I 1 ~ ~
~ AT B LANTYN r ~ / ~ ~ ~ ~ L~06GE ~ A \ v / / ' - / / ~ ~ ~ 7 LF AT 8% .A ~ ~ ~ t ~ ~ ~ ~ p oa 1 r EALTICOR ~ R <
~ , ~ ~ / i O.B/1g37 -7 M;B. 28-159 r ~ \ i ~ ~ /TAX 1~ARCEI ~ - 32 / \ `1 ~ ~ ~ 1 ELEV 688 i I ~ .
~ ~ ~ ~ / - ~ ~ ~ / B?dR~ REGISTRY - f- - i ~ ~ _ , / 300 L AT 3.3X i i ~ 00° _ o.
EL 0; _ _ ~ , Nc 9 L T .V~ ~ / / ~ 1 ~ nu
~ f / ~ ~ BALLANTYNE ~ /
~ , -f / NTER / 1 i CE o. ~ I { ~ / i
/ I I / ; r' - ~ ~ 1 OR ARMERLY~-•- -l / ~ J - '"5z ~ / ~ ~ \ 1 ~ t Na / / ~c t ~ hna Charlotte North Caro ~ / f
~ ~ ' d ~ / ~ HRISTIAN NTER, ~5" ~ ~ ~ ~ s ~ \ ~ /
i ; ~ / r f ~ ~ ~ IN . D.B, 80 -095- i Ire ~ ~ i ~ r ~ ~ ~ ~i T PARE 223-1.32-29 ~ / r-_. ~ ye- r--- ~ ~ ~ + t r-~ ~ i
i ~ ~ ~ r ~ ~ ~ ~ M LENS Gr CO. / ~ ~ ~ 1 ~ ~ ~ Tile \ ,
~ l / ~ + ~ ~ REGISTRY ~ ~ % I ~ t ~ i / ~ ~ RACE / ~ ~ ~ \ FORMERLY G 1 \ , I ~ i NOW 4R i ~ ~ ~ \ ~ A I f PMENT ~ E DEVELO ~ PR 1
~ ~ ! ~ ? ~ ` ~ li-1 / / CHRISTIAN CENTER, IN(i." / ~ , r ~ ~ ~ / ~ ~ I~~ - 7 i
~ ~ ~ ~ , / ~ / ~ 0.6. 9033 63 r f ~ I l ~ ~ ~ /i ~ ! / ~ ~ - -t7 - / ~ ~ , l ~ ~ ~ 'ti ~ ~ ~ / TAXvPARCEL #223 X32 r ~ • INAGE AREA ~ DRA ~ \ \ {
/ ~ S 1 j . ~ , ~ l ~ ~ ~ ~ i MEGKLENBURG CO, ~ ~ i I i' ~ ! / ~ ~ ! + ) ~ ~ _ ~ TRY e ~ 1 fit. \ ~ \ i x r MAP
/ ~ RGIS
No. Scale Project 73200286 W
LL-
J 1 / Revision
Z-.~/Ooo Drawing No. Sheet
11 s -
- 7 of 11

f
i ~ ~ t ~ l ~ r ~ ~ l ~ ~ ~ ~ ~ ~ / r ~ \ I l - ~
t. t ~ _ 1 ~ ~ ~ r 1 ~ l ~ ~ ~ ti ~ ~ Stantec Consulfing Inc. \ t / f=
\ ~ L. ~ - ! ~ ~ , ~ ~ j I ~ ~ ~ ~ ~ ~ 5265 Parkway Plaza Blvd
\V~ S ~ \ ~ w~ Suite 130 ~ / ~ r"
~ ~ ~ 1 ~ \ ~ / ~ ~ ( ~ ~ ~ / ! '1 ~ / ~ r _ ~ Charlotte, NC U.S.A. 28217
~ ~ ~ ~ ~ ~ ~ ~i 1 ~ ~ ~ / Tel. 704,329,0900 \ ~ ~ . i~ ~ ~ / ,-r' / / 1 r7 fir--' - Faz. 704,329,0905
~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ 1 ~ ~ ~
r ~ C ~ ~ -J ~ ~ \ r . \ www,stontec.cam ~ \ ~ ~ l
V ~ ~ ~ ~ I / 1 d ~ ~ A ~ ~ ~ ~ ~ ~ ~1 / r ~ \ . l ~ ~ r ~ \ ~ . ~ . ~ ,
~ \ vv ~ ~ ~ L~ ~ 1 ti.~ , ~ \A ? ~ ~ ~ t \ GR~P,HIC~ ~A~bE-.._, _ ~ Co ' htReseNed
~ _ i ~ ~ ~ l \ ~ A\ 1 `D ( ~ I r ~ ~ ~ ~ ~ ~ \ 1 . - - Pm9 / y`` ~ /J ~ ~ \ _ ^--4 ~ The Controctor shall verif and be res onsible for oll dimensions. DO
~ / / ~ / r- ~ ~ ~ / ~ ~ i V ~ i ado r ~ 0 50 ~a zoo oa\. ~ Y P NOT scale the drowin - on errors or omissions shall be re acted to ~ I g Y P
1 ( v ~ ; ~ 1 ~ , _ ~ / ~ / 7 ~ ~ Stantec Consulting Inc. without deloy. / ~ . ~ ~ , / _ / _ \ The Copyrights to all designs and drawings are the property of
~ ~ ~ ~ ~ 1. A . 1 ~ 1 j~--i J r ~ Stontec Consulting Inc. Reproduction or use for ony purpose other thon
l i / ~ (IN F~E ) ~ V that outhorized b n n I in Inc, is forbidden, / ~ ~ / ~ f ~ 1 `1, Y Sta tec Co su t g
4 l i 1 / ~ 1 inch 00 ft. f ~ ~ \
~ s\ 1 ~ ~ _ ~ I / , ~ Consultants
I ~ ~ ~ 1 ! r ~ - / ~ / \ j \ ~ ~ i, 1 ~ ~A / ~ ~ ~ % / ~ ~I \ ~ ~
~ ~ ~ ~ ~ I l ~ t ~ ~ A ~ ~ ,l / ~ ~ i ~ ~ ~ t ~ V . ~ I ~ V - ~ \ ~ ~ ~ \ i ~ ~ ( ( r-- ~ ~ ~ ,
1 ~ ~ r ( } ( ~ r ~ ~ ~ ~ ~ / , ~ ~ ~ / ~ 1 ~ J . . ~ ~ i ~ I \ / ~ ~ R~ALT~'rORP
~ ~ ~ ~ ~ A .i _ 1 / V serr~~el~~ Irv~~rr~rr evMs r v / ~ / / ; ~ I r i i ~ ~ /
~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ h ~ f \ ~ 1 _ r t ~ i~ h ~
~ A ~ ~ ( ~ ~r , ~ Notes ~ - / ~ / r ~ 1 ~ ~ ~ ~ / ,
~ \ ~ ~ \ ~ ~ I i ~ ! ~ C <
~ ~ ~ r ~ ~ ~ ~ DETENTION SUMMARY:
r \ ~ ~ i ) / ~ ~ i ~ /
1 I ~ ~ ~ ~ ;,1 r ! ~ 1 I y ~ ~ ) / ~ ~ .e. ~ r'" ~ l ` ~ / ~ i : BASIN AREA C / „/,i / i~
. 1, ~ ; r l ~ ~ ~ ~ ~ ~ - ~ . r___.,._. ~ 'J / ~ / ' ~ ROUTED TOTAL ~ i 1 / ~ / / ~ ' ~ / ~ / ~ PRE t CFS) POST (CFS) (CFS) ELEV. (CFS)
r I / ~i-// .1-- i / / / ; t, 2 YR 6 21 6 629, 72 6
~ r ~ ~ ~ ~ ~ v t--! ~ 1 I ~ ~ ~ ~ ~ 1 / / ~ f ~ l i~ ~ / ~ / , r 10 YR 18 40 18 631, 1l 18
\ / ~ / ~ i ~ , 1 ~ ~ ~ V~ i ~ ! 50 YR 29 57 42 631, 56 42
i i ~ ~ ~ ~ 1 t ~ ~ ~ ~ ~ ~ ~ ! 1 A ~ \ ~ 4- ~ ~ ~ ~ ~ , ~ ~ / ~ / t f r~ LAND USE AREAS .
/ ~ f ~
l i f ~ A \ ~ r AREA A (AC) AREA B (AC) AREA C (AC) _ 1 r--' I ( r ~ 1 L
l r 1 t I I ~ _.r.._ / 1 _1 - i ! ~ 1 ~ ` PRE POST PRE POST PRE POST
~ - ~ , I ~ ~ GRASS 19. 94 19, 94 12. 49 10. 66 9. 06 5, 10
i I i ~ ~ ~ ~ r'' 'fit ~ ~ ~ ASPHALT 7, 93 7, 93 1, 38 1, 41 0, 38 5. 34 ~ ~ `"r t~ 1 ~ ~ ` ; WD . 06 10. 06 4. 32 3. 45 L 43 0. 14
~ ! \ 670' ~ ~ i I ~ ~ ~ ~ - - ~ ~ 1 ~ DDS 10 _.--r- \ \ ~ ~
iM J A ~ \ \ ~ - _ ~ G ~ - - ~--~J~ ~ ~ 1 ~ DETENTION POND NOTES
~ ~ _ _ - ELEV = 684~~ ~ ~ THE PROPOSED DETENTION POND WAS SIZED
~ i ~ . ~ i ~ ~ ` -66'6 ~ 1 1 ~ ~ ~ - - _ ~ 300 LF AT 2.4% ~ ~ ~ ~ BASED ON THE FOLLOWING CRITERIA.
A ~ ~ \ i~ ~ ~ ~ \ ~ ~ ~ ~ / ~ \ ~ = 1 A ~ TOTAL DRAINAGE AREA 0.58 C
1 \ \ ,r- _ ~ ( \ -!--~c'~ ~ I _ \ TOTAL PROPOSED IMPERVIOUS AREA= 5.34
~ ~ ~ ~ ~ ~ AC
\ ~ ~ ~ ~ i , ~ f ~ 1 TOTAL PROPOSED PERVIOUS AREA= 5.24 AC
' ELEV = 678 ~ ~ 300 LF AT 4.3% STAGE STORAGE VOLUME ~ \
~ ~ ~ A _ ~ ~ ~ ~ ~ \ NORMAL POOL
7 1 f l \ _ ~ J ~ ~ ~ ELEV. AREA STORAGE CUI~ILATIVE ~ ~ \ r- _ (SF) (CU-FT) (CU-FT)
P \ ~ \ i- ~ ~ _ RAI -BASIN`'kt' \ ~ A ~ 623 401 0.00 0.00
4 i$.94-AC--GRASS,-~ ~ 624 1307 854 854 tB.~.AC w0oos \ ~ ~ ~
\ _ ~ 625 3598 2453 3307 ~ .7.93 Ii~PERVIOUS ~ ~ ~ 626 7235 5417 8723
• ~ ~ 1 1 \ ~ _ 627 8080 7658 638
I I ~ r- i r ELEV, = 6 8 _ ~ o , ~ ~ ~ I ~ / _ 111 L , . A , A\
/ ~ ~ V i / ~ ~ ~ ~ FOREBAY
` ~ \ ~ ELEV. AREA STORAGE CUI~II~ATIVE \ \ (SF) (C ) ( )
\ - ~ ~ \ ELEV -665 ~ 624 980 0.0 0.0
\ \ 404~LF AT 7.2% \ 6 2521 2521 \ 26 1591 ~ ~ 627 1860 1701 4222
~'~t, \ ~ \ \ i ~
l ~ ~ \ ~ _ ~ f / ~ ~ . ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ COMPOSITE \ \
~1 ELEV. AREA STORAGE CUN1~iLATIVE
I , G--- ~ ~V ¢3,46 ~ ~ ~ i ~ 96 SAT 1,2Yr - ~ ~ ,A i ~ / i ,r ~ ` (SF) (CU-FT) (CU-FT)
l e V ~ i~ i ~ ~ ~ i ~ ~ ~ \ ~ \ ~ 627 9795 0.00 0.00 ~ / ~ ~ ~ ~ ? 628 1072D 10258 10258
r e ~ ~ ~ ~ ~ , - \ \ r i ~ e ~..1 ~ ~ l ti ~ / _ - ~ ~i i ~ ' , V ~ ELEV 6358 1 1 ~ ~ ~ \ ~ ~ ~ l i \ 629 11685 11203 21460
t. A\ ~ e ~ ~ ~ .,i ~ ~ ~ lF AT 1.1% ~ , ?.a$ \ I \ ` ~ 630 12670 12178 33638 \ ~ / 632 14702 27372 61010
~ ~ ELEV • 635.3 ~ - r ~ ~ ~ t ~ ~ ~ ~ ~ / ~ ~ ~47 LF AT L9% ~ I \
a. / ~ ~ ~ V ~ - ~ - - ~ \ V ~ .f'~ I ~ UPON SELECTION DF PLAN FOR SITE . ~ ~ \
/ ~ ~ ~ ~ ~ I ~ ~ e .r ~ A ~ ~ ,A ~ ~ l ~ ~ \ ~ ~ \ \ ~ ~ ~ IMPROVEMENTS BY DEVELOPER, THE DESIGNER \ \ ~ ~
1 ~ - 1 ~t ~ ~ v ~ ~ S ~ ~ L. t ~ ~ / 6 _ , A. , \ \ \ MUST RESUBMIT THE FINAL PROPOSED PLANS ~ ~
\ , ~ _ ~ A ~ ~ /ice/ , ~ ~ A ~ / ~,ti ( ~ ~ ! ~ -1 ~ ~ ~ \ ~ \ ~ WITH REVISED DETENTION CALCULATIONS. ~ \ \ c-, \ ~ ~ \ RESUBMITTAL SHALL STATE ALL ALTERATIONS
/ / i ~ / y ~ ~ ~ ~ / 0 ~ ~ eye-- ~ _ ~ . 1~ _ ...1 1r'"-- ~ ~ 1 AND REVISIONS TO THE ORIGINAL APPROVED
/ i ' ~ ~ / 1 ~ ~ / ~ ~ A / - - _r ~ / ~ ~ ~ ~ \ \ PROPOSED PLANS AND CALCULAT I DNS.
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~ ~ ELEV 6 7 ` 1 4 lF AT 9'L I V' J i' - -J ! ~ 1 PER CITY COMMENTS CIP RGJ OB 16 2002
\ 1 - / RAINAG 'BAST A r ~ ~ T ~ ~ ~ ~ :I: 0 SUBMITTAL 10 CITY CIP RGJ 6/26/2002 / / ~ ~
1 1 ~ / ~.'C~ ~ ~ ~ / / ~ .1 SAC ' ~ A ~ . - ' Y~ sdcw ~ By Appd. Date / ~ Rewslon
\ ~ ~ ~ , ~ . 4 AC 4i~bDS ~ A 1 ~ \ ~ ~ ~
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\ ~ ~ Nq ~ ~ / / i M \ / , , _ Charlotte, Norttl Carolina
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t ~ ~ ~ ~ DRAINAGE AREA
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\ t ` 1~ \ \ Project No. Scale
000040 \ - \
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i / + wool %low Drawing No. Sheet Revision
C3.4 8 1 t z \ of 11

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1/8"
Stantec Consultin Inc. ACCESSIBLE ROUTE g
GENERAL NOTE! . + r GENERAL NOTES; SIGNAGE~~~ O © © © (SEE NOTE 3) 5265 POrkWO Plozo Blvd y
' ' • ~ + 1. A GROOVE JOIE a • . ` IN THE CONCRE A R V INT 1" DEEP WITH 1 8" RADII SHALL BE REQUIRED SUite 13O 1. GOOEJO IN THE CONCRETE SIDEWALK AT 5 INTERVALS, ONE 1/2" 5EE STD. NO
EXPANSION J011 ' i,, EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO 50,09 FOR Charlotte, NC U,S.A, 28217
' • EXCEED 50' At, " ••'•Y: a,.::.:.': ' ADJACENT CURT EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN DETAILS Tel. 704,329,0900 ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
CONCRETE FINISH 4 . , ..a • ';'e ~ , REQUIRED WHET REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE, FOX, 704.329,0905
C TYPE F5 UNLESS ' ~'r• NOTED OR SPECIFIED S NOTE 3 ~ ' " • ' 2. SIDEWALK AT D www.stontec,com 2, SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK.
OTHERWISE• ' " ' 'P'•• e 'j' • 3. WIDTH OF SIDE 3, WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A s• e• e• e• s• e'
~ • MINIMUM OF 5' a d 0 ' ' DISTRICT WILL I MINIMUM OF 5', WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS VAN DISTRICT WILL BE DETERMINED BY THE CITY/COUNTY ENGINEER, ACCESSIBLE C~ynght Reserv~i
4, WIDTH OF SIDE - HA SPACE i n re nsible for all dimensions, DO 4, WIDTH OF SIDEWALKS ON NON THOROUGHFARE STREETS S LL The Contractor shall verfy a d be spo BE A MINIMUM OF 4'. ONE OUT OF EVERY EIGHT (8~1CCESSIBLE SPACES, BUT NOT scale the drawin -any errors or omissions shall be reported to
R NOTE 7---- NOTE 7 GROOVE JOINT IN SIDEWALK BE A MINIMUM E PROVIDE CHAIR E NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE, Stantec Consultin Inc, without dela . 5, SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING g y
SUPPORTS FOR 5, SIDEWALK TO E STREETS. The Copyrights to oll designs and drowings ore the property of srREETS, PARKING SPACE PAVEMENT MARKINGS Stantec Consulting Inc, Reproduction or use for any purpose other than
REINFORCING i/8" RADIUS JOINT SEALER COMPACTED SUBBASE 6, CONCRETE COb 6, CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI, IN 28 DAYS, ihot authorized by Stantec Consulting Inc. is forbidden.
ASPHALT PAVEMENT SCHEDULE COMPACTED SUBBASE & SUBGRADE & SUBGRADE
„ SEE NOTE 4 SEE NOTE 4 © 2 BITUMINOUS CONCRETE SURFACE COURSE, TYPE I-2 BASE BID RULE : ' a $ TO 1/4 Consultants B C A
CONCRETE PAVEMENT SCHE e E 6" COMPACTED AGGREGATE BASE COURSE. SEE NOTE 5. " y • :a •'i ~
S 8" CONCRETE PAVEMENT WITH 4 ®12 OC, ASTM A615, GRADE 60 Q # TR INTS AT 5' MAXIMUM EACH WAY, .••d! • . ~ : w EACHWAY, IN TOP OF SLAB; TOOLED CON OL JO 4 ~ ~ 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) NONE W ~ p~p~ M T RESERVED
® CURB AND GUTTER -SEE DETAIL C7.1-3 SERIES SEE C7.1-2 • ~ ~ PARKING ~ u CD PARKING F MurcD R7_1 R~AL.T~.'ORP
~ R7-8 " 12"x18" MUTCD eerrrwe~~~ ~rvrrrrrrt •vrs 12"x18 DtSABlEO R7-8
" - AT 1 RSE SEE NOTE 5 NOTE 6 -DWG NO. CO.1 • ~ " u . , ~ ~ 2-1/2 BINDER & 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE BID ALTERN E O 8 COMPACTED AGGREGATE BASE COU ; • e,' ~ ~ PASSHNGER 12"x16" PROPOSED CURB & GUTTER
(TYPE H & I-2) JOINT FILLER LOADING NOteS
® CURB AND GUTTER -SEE DETAIL C7,1-3 SERIES
1 A CONCRETE COMPRESSIVE STRENGTH SHALL BE MINIMUM 4,500 PSI, IN 2B DAYS 1 2~~ PROPOSED 4" CONCRETE 51DEWALK ONLY
C7.1 T AN V R XPANSION DET DETAILS SHOWING EXPANSION JOINTS R7-8o R7-8D VAN RE UIRED ACCESSIBLE 12"x6" Q MIAXIMIUM 12 x9
NOT TO SCALE R S E SE E IN CONCRETE SIDEWALK RESERVED PARKING SIGN PENALTY
JOINT IN SIDEWALK i too
SPECIAL NOTES: - wua~nuw NALTY R7~8D SEE STANDARD N0, 50,10C FOR
1, ALL ASPHALT SHALL BE PLANT MIXED AND SHALL CONFORM IN ALL RESPECTS TO THE 2 1B 100 12 x9 SUPPLEMETAL SIGN DETAIL
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS (TYPE I-1 & I-2). A PRIME NOT TO 5CALE C7.1 COAT SHALL BE APPLIED WHEN THE BASE AHS BEEN IN PLACE FOR SEVEN (7 DAYS OR C+7'1
MORE, SEE STANDARD N0. 50.106 & 50,10C FOR
NOT TO SC. SUPPLEMENTAL SIGN DETAIL JOT TO SCALE
ACCESSIBLE PARKING RE UIREMENTS
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF
BACK OF WAI -BACK OF WALK PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED SPACES REQUIRED TO BE VAN ACCESSIBLE
3'-0" MIN. CONTINUOUS CONTINUE JOINT AT FACE OF CUf PASSAGE BACK OF CURB - FACE OF CURB F WIN 4D1 ro 500 9 2 LO L E
BACK OF WALK FLOWLINE SECTION 4,1,2 (5) OF THE AMERICANS WITH DISAEgLRIES ACT (ADA),
SEE 4,1,2,(5) (d) FOR MEDICAL CARE FACILITIES
m m m
5 . ~ BACK OF CURB NOTES;
. ~ C N3 ~a EXP. JOINT 1, ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
XP. JOINT 3 SIDEWALK 6'-0` 6'-0' 6'-0' SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
SECTION THROUGH FLOWLINE FLOWLINE PEDESTRIANS ARE NOT EXPECTED TO USE,
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
6'-0" 4'-O" 6'-0" GUTTER LIP EXISTING WALK 1/4" PER FOOT DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
FACE OF CURB NOTE: 3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
5' TRANSITION FROM 4~ WALK PLAN VIEW-PARALLEL RAMP ALL WALKS MUST BE A MIN. 5' WIDTH ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12;1 RAMPS ARE REQUIRED AT LOADING ZONE ARFA (GEED 12;1
TO 5 WALK. ALL WALKS MUST AT RAMPS.
BE A MIN. 5' WIDTH AT RAMP. WITHOUT PLANTING STRIP SLOPE "A" 12:1 SLOPE "B" 1/4"/FT ~ 1/4" PER FOOT 4
SLOPE "C" 1/2"/Ff ~ M
M ' 12 , ~1
SIDEWALK " BACK OF WALK .,y . .f . • . . ...a• . EXP, JOINT 3 -0 MIN. CONTINUOUS . NOT TO SCALE .a
PASSAGE • ' BACK OF CURB • ;
a ~ CONTINUE JOINT AT
yae BACK OF CURB FACE OF CURB
s FLOWLINE 3'-0' CONTINUOUS PASSAGE 2'-0' 9' -9' 1'-9'
S m B C CURB I WET POND CURB GUTTER
PROPOSED GRASS LINED CHANNEL A ®6,70%,
TYPICAL RAMP ~ SECTION LINE CHANNEL WITH NAG C125 STAPLE PATTERN D OR APPROVED EQUIVALENT
A-~ a ~ fA GUTTER lIP
EXP, JOINT 3 FES 11
PROPOSED GRASS LINED CHANNEL B ®5.049'0. UNE CHANNEL WITH NAG Ct25 STAPLE PATTERN
„ C7.1 D OR APPROVED EQUIVALENT
4 -0 f ff EX TO FES 19
DIMENSIONS AT BACK OF CURB • PROPOSED GRASS LINED CHANNEL C ®0,80,
LINE CHANNEL WITH NAG C125 STAPLE PATTERN
- I NAL RAMP WITHOUT PLANTING STRIP NOT TO SCALE PLAN VIEW D AGO D OR APPROVED EQUIVALENT
' TCMPORARY BYPASS CHANNEL
• PROPOSED LINE CHANNEL WITH NAG C150 IP RG oe 1s 2002 1 PER CITY COMMENTS C J / /
STAPLE PATTERN D OR APPROVED EQUIVALENT 4 SUBMITTAL TO CITY CIP RGJ 6/26/2002
50' MIN, /5 WASHED STONE BY APPd, Oate • Re+nsion
PUBLIC STREET
_ _ _ _ 1=1_ 1 2 RADIUS n i n L ~ 1 -0 ~ .
EXISTING GROUND'I, I_I z Iii=_I = _ = I i~~~" SILT FENCE ~ GENERAL NOTES: - Id~ j I - I ,,llh III_ S. 5.0' 4,0 4,0 File Name; 73200278-CDDT,OWG
~IH III II-III II-I II I Pi ~ e - - SOIL STABILIZATION FABRIC 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS • 3 RADIUS
UNDER STONE ~ WHEN THE SEDIMENT HAS ACCUMULATED TO t/2 THE DESIGN DEPTH OF THE TRAP. • ~ 1 as ~ C 0.0' tJ eJ ° . Perm~•Seal
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE,
50' MIN, ~ ~ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT ANO REPAIRS ~ . ° o`' CA „ R
A A MADE AS NECESSARY, a 1 8 RADIUS Q. a. Es ~o'•.
4, CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT . ti. Q
_ EROSION AND WATER POLLUTION ARE MINIMIZED. N • ~ 4 • CHANNEL A CHANNEL B ~ W • ~ L ° . NTS NTS ~
~ IM NTT M VED AND THE AREA STABILIZED WHEN THE w 5. THE SED E RAP SHALL BE RE 0 w STORAGE AREA DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. • . ° . ° (U 23956
? ~ i \ 6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH STD. N0. 30.06 ~ ~ • 56-PEAR STORM 50-YEAR STORM ~ ~ : ~ ' . d , G ' ° Q G ~ DEPTH = 1.61' DEPTH = L95' i ~C,'•:~GTNE~••' ~i o
~ U J ~ d ° G • • A DEPTH MATH FREE DEPTH WITH FREE ei'7 l~P.` ~,D dI/ ~ • Q BOARD 2.11 BOARD 2. 5 ~~RQ ~ o
Ill \ ° ° VELOCTY = 1.79 FPS VELOCITY = 1,72 FPS S~
a / • N • o
CATCH BASIN \ ~D ClienflPro'ect
1
1 - 6 ° L L ~ REALTICORP m
, 3 T 4 0• 4,0' 2.0. 2,0
NOTES: SILT FENCE TRANSVERSE EXPANSION JERSE EXPANSION JOIN ~ JTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS, FOR VALLEY GUTTER, "J, e, "J, w is
1. A STABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE 1, CONTRACTION JOINTS TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. PLAN VIEW A 10-FOOT SPACING MA FOOT SPACING MAY BE USED WHEN A MACHINE IS USED, JOINT SPACING MAY 8E 8, ~ ~ 4.0' 01 • Q
FA RI R MPA T D CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. ALTERED BY THE ENGINE 2 FILLER B C O CO C E NTR LLED CRACKING. BALLANTYNE :D BY THE ENGINEER TO PREVENT UNCO 0 MA IN TA BY THE USE Of TEMPLATES OR FORMED BY ~ VTRACTION JOINTS Y BE S LLED CENTER
~5 WASHED STONE Z. CONTRACTION JOINTS 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT F(OW ~ ~Q~ OTHER APPROVED METH( APPROVED METHODS, WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A o
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL = E NY M A URES USED TO TRAP SEDIMENT. _ ~ MINIMUM DEPTH OF 1 STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF A E S 3. ALL EXPANSION JOIN1 IM DEPTH OF 1 "SHALL BE OBTAINED. N ~ _ Gharlotte North Carolina EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO +
I T PI D DR PPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. '~i ~ - All RIGID OBJECTS, JOII 4, ANY 5ED MEN S LlE , 0 , GID OBJECTS, JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK, ~
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TD REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN - FlLTT7t FABRIC SKIRT 4. CONCRETE COMPRES; VCRETE COMPRESSVE STRENGTH SHALL BE 3600 PSI IN 28 DAYS. ~ Y A 3 . CHANNEL C TEMPORAR 8YP SS
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN I IN 6" OF g5 STONE 5. CURB SHALL BE DEP APPROVED SEDIMENT BASIN SEE STD. N0. 30.116. i II I- RAMPS. r-,• ~B SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE TItIB ~ NTS Q • CHANNEL
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED. 6, TOP 6" OF SUBGRAD ' F RADE NEATH CURB AND GUTTER SHALL BE COMPACTED TO 100% CIVIL SITE ~ 6 O SUBG BE 5o-YEAR STORM N~ ~
7, CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10,24 dt 10.25) TO I STANDARD PROCTOR DEP 4RD PROCTOR DENSITY, DEPTH =2,89' ~ DEPTH 1MTH FREE 1o-YEAR STORM STANDARD DETAILS
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE• ~ , BOARD ¦ 3.39' DEPTH = 1.49' o VELOCTY = 0.83 FPS DEPTH WITH FREE °
- - cu
BOARD - 1,99'
VELOCITY - 4.98 FPS
e STABILIZED CONSTRUCTION ENTRANCE e SECTION A-A ~ 1'-6" CURB AND GUTTER Pr°iec`"°. Scale
c~., SILT FENCE STORM INLET ~7 ~ (CMLDS #30.11A)
8 GRASS LINED CHANNEL 73200286 NIA
(CMLDS #10.17A) , Drawing No. Sheet Revision
NOT TO SCALE SEDIMENT TRAP (CMLDS X30.09) (C NOT TO SCALE NOT TO SCALE
NOT TO SCALE C7.1 9 of 11 ~

- _ _ _ _ _ .
I 2,25'
DETENTION STRUCTURE CONSTRUCTION SEQUENCE Stontec Consulting Inc.
1. INSTALL PERMANENT CONCRETE DETENTION STRUCTURE WITH THE PROPOSED FRAME AND GRATE FOR DROP INLET 5265 Parkway Plaza Blvd
F T NTI N POND sLOPES•ro`~e CONSTRUCTION 0 DE E 0 „ .,;STABILIZED TD 2. INSTALL TEMPORARY CMP RISEf1 & BARREL. BARREL TO PER CMLDS #20.14 OR Suite 130
'~;i; --•~;Ty~;;;T~ jy~'<,-°~ N~€,OSIQN; CONNECT INTO THE PERMANENT DETENTION STRUCTURE. IDE SLOPES SAFETY BENCH U?%,';;;a;cr,> , ; ;~,,`r-"~,y~t:;,:.,.,. PLAN N PROPOSED BARS ®6" O.C. 5EE SECTION B-B Charlotte, NC U.S.A, 28217
,;,,,~,:";BETWEEN 4: ;:rs:~;,.a~,. T TOP DF SLOPCz .,5~:n•rc=`'-=~ 3. AFTER SITE HAS BEEN STABILIZED AND UPON APPROVAL OF THE r''''-~'•'~''°" i N NTR L INSPECTOR REM V T RARY RI R & BARREL, '~,aNO 1D• MINIMUM to ::~~,I,~„t,"`"' ~ EROSO CO 0 0 E EMPO SE GRATE = 631.65 Tel, 704.329.0900
,;.~~~r ;~;~`';;•~;-;,;%~;;r;;;,, ET WIDE} '~i~!(-'„'',~~~„k, 4. BRICK AND GROUT TEMPORARY CMP OPENING IN DETENTION ~ N N fax, 704.329.0905
~ STRUCTURE, - +'~~~r: , . NO TREES ON ,;ij'`,;I, ;,;,,,3:,;s~'?%"s'~:;;.' EMBANKMENT ~ ? www.stantec.com o•
RIP RAP INLET ~;,k;; ;i,<y;,;s;5's.ui; 2 '~s•
°~;'e~7~';;,;:~';`-i:~"~;', v';'<'r~;%~sr; OUTFACE PROTECTION PROTECTION ~ LARGE RIPRAP 3.25' Co ' ht Reserved
' 'OUTLET STRUCTURE ,~<.;!li.~x.;,, n:.;; •SEDIMENT SEE DETAL C7.1-2 FOREBAY 4,0~ PYng
' ~ p' ARRE I _ , The Contractor shall verify and be responsible for all dimensions. DO 2,25' ~ NOT scale the drawing -any errors or omissions shall be reported to
$Hq~ FOOr.. 4,0 Stontec Consulting Inc, without delay.
_ j OtJNp ,t7q FA~• ~ti2,:i'_'s"` - ~ ~ 0 F ~ PfRl~h • • ^'„'~>,"%;1• Q ROCK DEFLECTORS 2-ORIFACE PLATES 0 to Wl ET -'i~.--wr,:,"1:r, AS REO'D )RIFACE PLATES OR KNOCK OUTS ; The Copyrights to all designs and drawings ore the property of
R:.. _ TO BE 22"x6" OPENI~ 2 2 MINIMUM"10~FOOT WID - ~ '~i~d,-'?' ~~°{r~ 0 ELEVATION - 631,65 W .~„f• Q ELEVATION 629.00 BE 22"x6" OPENING, Stontec Consulting Ina Reproduction or use for any purpose other than SECTION B-B _ that authorized by Stontec Consulting Inc. is forbidden, NATION 629.00
_ ,BUFFER AROUND POOL , EMERGENCY B B :~-4 =4>~,';a,,,,. DRAIN NOTES - 2 <c! 4! ~,<,A~. -~;,i •"~'i°t i
1. THIS DRAWING IS INTENDED V p F - ~;%i>'c'%S~• ° ~ ~,y PRINCIPLE DRAIN 1, " - iINCIPLE DRAIN 1,5 PIPE ~ ~ COnSUItaDtS
NYT H TH I L O S E BAS 0 OW C - 4 r r ° . ~ - - M R N Y - - - - E GE C INVERT 627,00 A - - '-=s F R F A W TP N VERT = 627,00 AT BOX
REFER TO CHARLOTTTE- Fl, SPILLWAY END OF PIPE 626A MECKLENBURG STANDARD 'MAN `r~,a"~P~`'°'•<z;;~ ° F IP " NONE JD 0 P E 626A0 36 HDPE
SPECIFICATIONS FOR WATERSHED RESERVE ON-SITE ~ ' ~ PROTECTION BASINS FOR DETAILED „ ~ I !t-~'
INFORMATION, DISPOSAL AREA FOR 12~ LITTORAL SHELF W/ WETLAND PLANTINGS ~ I'i. STEPS TO BE INCLUDED IN P T¦CiOR L Rea eorrr~e~~~~rve~rr~rr lyre PROPOSED DRAIN 1,5" PIPE
2, 0 S E 0 0 G ~ ~ ~ BOX PER CMLDS 20,12 WETP ND AR RE UIRED F R HI H- DREDGED SEDIMENT 0,5 FT. FREEBOARD ~ INVERT= 627,00 AT BOX
DENSITY DEVELOPMENTS IN DESIGNATED MIN, I; - ° WATERSHED PROTECTION AREAS, OUTLET STRUCTURE 632.00 TOP END OF PIPE = 626.00 ' ~ Notes
3. AREA ABOVE PERMANENT POOL SEE DETNL C7,1-2
IS TO BE GRASSED. 10~ SPILLWAY EIEV = 631.00 A
630.65 ° STORMWATER STORAGE
627,00 "TINDALL" PRECAST SEDIMENT FOREBAY ~ CONCRETE RISER
AVERAGE PERMANENT POOL EMBANKMENT j =
(3' DEPTH) ANTI-SEEP ' COLLARS 624.00 623.50 180 LF OF " ~ 'I
623.00 6 622,10 n ~
INV RT = 623.00 EMERGENCY DRAIN CY DRAIN TEMP. CMP RISER AND BARREL '
HDPE ~ 0 5% E LT':;pF 36";. 6" PIPE W/ 6" VALVE CLAY OR GEOTEXIILE LINER 180 GROUT TO INVERT = 623,00 w/ s" vALVE SEE DETAIL C7.3-5 A 623,00
SECTION (IF EXISTING SOILS ARE PERMEABLE) FLOW LINE SLAB=622,00
6" FOREBAY DRAIN WITH SLUICE GATE OR VALVE TOP OF SLAB=622,00 GROUT TO _ _ " FLOW LINE _ ~ '
: , •
t: ~ n i, INVERT = 622.10 ~;I ° #19 THREADED BAR WITH 3" EXPOSURE
1 _ ' `..y;i NUT :s'
C7.3 4 F
N ° OT TO SCALE ~ ~ ° ° . a° ° Q " '0•
' ~ , in o ~
!I;COM~AOT:5k1~BA5E ~k"L~1W , U ~ . ; ' , ~`tlUNDAFIpM TQ ~9~- , , 0
~:I
NOTES; 4,0' i 2"(TYP} . . 4.0'
MIN. B 1. CLASS OR MEDIAN SIZE OF RIPRAP ANO LENGTH, WIDTH AND DEPTH OF APRON SECTION A-A TO BE DESIGNED BY THE ENGINEER, #19D1 AT 1' CTS #22 "F BARS •
DETAIL "A" 2, REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR " " EMERGENCY DRAIN
RIPRAP APRON DESIGN STANDARDS. 2 DETAIL A 6" PIPE W/ 6" VALVE
3, RIPRAP SHOULD EXTEND UP 80TH SIDES OF THE APRON AND AROUND THE END C7.3 INVERT = 623.00
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF NOT TO SCALE 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL, THE AREA TO BE PAVED OR RIPRAPPED
3 SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE w ts~ 1~IN~> GENERAL NOTES-SEDIMENT BASINS. , • .
SAME GRADE {FLUSH) WITH THE SURFACE OF THE RECENING CHANNEL. THE FLT APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. _ TOP OF BERM 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION FREEBOARD (MIN.) AND ROOT MAT. THE POOL AREA SHALL BE CLEARED, 2' MIN,
5, THE WIDTH OF THE END OF THE APRON SHALL BE EOUAI TO THE BOTTOM -
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 DESIGN HIGH WATER x Q ~R X T (MIN) 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY ~ ~ '•5~ VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. SPILLWAY CREST ~ OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH
PLAN O 7, THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING ~ CHANNEL SHALL NOT BE ALLDWED. SEDIMENT STORAGE N ° ~ MENT WHI IN NSTRUCTED. SPILLWAYS SHOULD BE CONSTRUCTED THROUGH FILL a' MAx EQUIP LE BE G CO
MAXIMUM LEVEL OF SEDMENT OCEAN OUT STAKE 12" ~5 WASHED STONE B N_ sTONE~ 2 SECTIONS, ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. -I t
8, NO BENDS OR CURVES IN THE HORIZONTAL ALIGNM'cNT OF THE APRON WILL (CLEAN BASIN OUT WHEN II 'i?`'q~ L BE PERMITTED, THIS LEVEL REACHED) _ d 3, SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
Z= /2 (10' MIN.) (MENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SED
OUTLET VELOCITY FLOW STONE - S DIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT E ERODE.
W NUMBER (fps) (cfs) d50 D L W H CLASS - NATURAL GRADE IP RAP 4, THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. •
~I 11 = HW 13 6.6 63 6" 42" 21' 12' 1,5' CLASS B SECTION THROUGH BASIN AND FILTER AND FILTER TR TIN P RATI N SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND 5. CONS UC 0 0 E 0
III M M (SEE STD. N0. 30,03 FOR GENERAL NOTES) RIP RAP NERAL NOTES w WATER POLLUTION IS MINIMIZED,
H -1~1 I I 1= HW 15 6.6 63 6" 42" 21' 12' 1,5' CLASS B s' Mi > 6, ALL CUT AND FILL SLOPES SHALL BE 2;1 OR FLATTER.
li II N 3' °w cuss 1 oR z 7 IMENT ASIN EMBANKMENTS SHOULD BE PROVIDED 1MTH EROSION CONTROL AND 3` Q RIP RAP ~ SED B RAP uP ~ C1Z HIN,) STABILIZATION.
_ = 25 6" 36" 15' 15' 1,5' CLASS B ~ CARRY RIP RAP uP I~- FES 17 & EX 6,5 SIDES OF SPILLWAY- = III I ~ iPILLWAY--~ ? 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE
I „ _ u CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET.
FES 20 8,1 43 6 36 18 18 1,5 CLASS B ~ I x T - 4" 5 WASHED STONE Ems' / ~ SILT FENCE d ~ ~1 T ~ T H THAT THE FILTER AND THE MAIN FLOW OF WATER - THE BASIN SHOULD ALSO BE ORIEN ED SUC
LAYER OF FlITER FABRIC x • ~.r; NOTE: MINIMUM H=2/3 AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
PIPE DIAMETER ~ x• R IRE T RA I 18 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. 9, EQU DSO GE S 00 H ~'~~P'pa,~:..~:,;^'-"~~~'^" #5 WASHED STONE IF CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH
- ~ / RIP RAP APRON THROUGH H SECTION B B ~ EARTH x T N OF DISTURBED AREA C7.3 / BeRM 0 E D THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES.
• / _ M N T A 11 0 UBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. RECOM E DED S OR GE S 80 C
p~r~F? 10. THE LENGTH OF THE STONE OUTLET SPILLWAY IS TO BE BA5ED ON A 10 YEAR STORM,
NOT TO SCALE o~T~ H 11. WHENEVER TOPOGRAPHY ALLOWS THE BASIN LENGTH SHOULD BE TWICE 2X THE BASIN WIDTH, . X C7' MINJ ~ ~ ~
~x_x,/x SILT FENCE TO ALLOW FOR SETTLING. BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS
A EL NATION OF BERM AN FI TER THAN TWI TH WI TH LESS CE E D .
Q DATA BLOCK 1 AN T TAK SHA L BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE 1 PER CITY COMMENTS CIP RGJ 08/16/2002 2. CLE OU S ES L
w W DISTURBED STORAGE STORAGE DIMENSIONS STORAGE TOP OF BERM W BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE a sueMITTAL ro cITY clP RGJ s/2s/2oo2 :RM
~ SEE STD. N0. 30.03 FOR GENERAL NOTES TOP OF DAM ~ AREA REQUIRED TOP BOTTOM DEPTH Z DIMENSION ELEV. H L T BASIN. , , , A d. Date :LEN. H L T w x ;Revision pp
DESIGN HIGH-WATER III III I-II 4,10 7380 110x40 98x28 1,5 2 630 3 10 1 s3o 3 10 1 s ~ 13. SAFETY FENCING 3 HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS, 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT
SPILLWAY C EST L FOR LENGTH SPILLWAY - - W _ _ EROSION CO OF NATURAL RESOURCES "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL". EROSION CONTROL PLANS.
z REMOVABLE TRASH RACK IS OPTIONAL II I-I I File Name: 73200218-CDDT,DWG (2) 15, FOR SLOPES GREATER THAN 10 IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF
FOR EASE IN MAINTENANCE. _ - THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. •
~ WELDED TO CMP RISER I I III I ' II i ~--ANTI-VORTEX PLATE - _ 16, THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED, Perms-Seal
TRASH RACK 2 = 2 RISER CREST 1 r I I- ~ 1 THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY DEVELOPEMENT
} - F T R F TH A RMINATED AND STABLE GROUND HAS BEEN ESTABLISHED, INSPEC O A TER E GRASS H S GE CqR~ 17. WASHED STONE AND WIRE BACKING SHALL BE USED IMTH SILT FENCE WHENEVER SILT FENCE IS
CMP PERFORATED RISER I I I 4 = SEDIMENT CLEAN OUT ELEV, T > bs / ~ PLACE AT THE TOE OF A SLOPE > 10 VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE 4 Q
(REF. NOTE-3, STD. ND, 30.03) ~5 WASHED TI II = RIP-RAP APRON C7.3 STONE FILTER III-II II-I II NOT TO SCALE ~ w WHERE 50 OF BUFFER IS NOT PROVIDED. q
- 23956 a
CIEAN OUT o DISCHARGE PIPE (BARREL . : ~ ZO ~Z o
N STAKE o . c~, g GINE~.. Q.; o .,~q 'V
N '•'QO ~'o'
BOTTOM OF BASIN VARIABLE AS DIRECTED BY THE ENGINEER +nn~ N 0
A d (6' MAX.)
STEEL OR WOOD POST GENERAL NOTES: 1, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND `D STEEL OR WOOD POST SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. CllenttPr0leGt ~
CONC. ANCHOR ANTI-SEEP C~IARS SIZE, OTY, AND SPACING VARIES 2, WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMNN p o FOR A PERIOD OF MORE THAN 30 DAYS. REALTICORP
S z z FILTER FABRIC z FILTER FABRIC m ~ ~ ~ ~ 3. STEEL POSTS SHALL BE 5'-D" IN HEIGHT AND BE OF THE 3
~ ~ WOVEN FILTER FABRIC o J u w w SELF-FASTENER ANGLE STEEL TYPE, ~
DATA BLOCK m o ~ ~ o d ~ 4. WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 Q ~ w a \De M w Q y\Oe INCHES IN DIAMETER, WIRE FABRIC SHALL BE FASTENED TO Q
SEDIMENT N RISER BARREL BARREL D S Y H Z L STORAGE o w \,y a w ~ WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1-i/2" LoNG. BALLANTYNE a N ~\V ~p
DIAMETER DIAMETER SLOPE REQUIRED 5, WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE ~ ~ CENTER N
IS USED ADJACENT TO A CHANNEL, CREEK OR POND. o I o 6, TURN SILT FENCE UP SLOPE AT ENDS. Ilna ~
30° 24" 0.5% 1 4 9 7 S 10 14040 CF r - = I = _ I = _ _ = I Charlotte, North Caro 7. FABRIC USED WITH WIRE MESH MAY USE B' CENTERED P05TS.
DATA BLOCK TO BE COMPLETED BY DESIGNER AND SUBMITTED WITH EROSION CONTROL PLANS. 3 ~ _ - - ANCHOR SKIRT 6" MINIMUM ANCHOR SKIRT 6" MINIMUM ~ m 3
. ~ 0 0 Title
I I iv IN q IN LIEU OF BURYING SKIRT, 6" OF J
NOTE: ~5 MAIN NAN T 1 FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER CIVIL SITE ~5 WASHED STONE MAY BE USED TE CE NO ES. , EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY ~ OVER TURNDOWN,
1. THE RISER~BARREL SHALL BE DESIGNED TO CARRY THE 2-YEAR STORM DV 2. SEE STD. NC. 30.03 FOR GENERAL NOTES REPAIRS NEEDED SHALL BE MADE IMMEDIATELY, STANDARD DETAILS N
~ cunt n n Tur reRRlr• ncrnelPACC nR RFCnUF INFFFFMNF PRI(1R Tlt TNF FNS °
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE u
FABRIC SHALL BE REPLACED PROMPTLY, i
s RISER TYPE SEDIMENT BASIN 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY Project NO. Scale MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF
c'.3 (CMLDS #30.01) ~s3 TEMPORARY SILT F (CMLDS #30.,00 THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN PLACE PRIOR TO THE
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS 73200286 NIA ~ REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, Cu
PREPARED AND SEEDED Dravnn NO, Sheet Revision
NOT TO SCALE Ln i
NOT TO SCALE C7.3 11 of 11

pROVipENO
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SITE
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VICINITY MAP (N.T.S.) (D.e. 885 _ BLIC R W gyp` ~ ~s~ ~ ~ 8442_416 BAR GRAPH
_ N85'31'35"E S7go6 R/W
- ~ ~ r- 54 E 209.76' .39,59' E~P - 3 E/P ~ ~
- ~ - ~ ~ ,Set 5,6. L _ - ~ ~ _ so~33, s~6~5p,33„e
~ I N ~ e N \ I Z ~
m ~ \ I ~O N ~s.
\ I 61 P,
N ~ tory S \ D.B. 1677-310 & 1404-333 ~ C e gidg• ® ss ® s. ~
PA L 22 -1 - \ TAX RCE # 3 32 09
\ ZONING: R-3 ~ ~ V I 5
PROPOSED CONNECTION 56~~
\ TO ADJOINING PROPERTY \ I \ I CONiMlUOUS
I SIDEWALK ~ ~ W ZONING: R-3
I tJ?
- ' _ - \ I ~N
\ \ I \ 0 ~ G
~a c°oN ~ mLN m ~q v LINE TABLE
\ \ o ~ ~ ~ LINE LENGTH BEARING
\ \ o~ ~ , L1 54.67 N78 26 45'E
\ \ ti a~ 1 N ~ ~ ~ L2 58.13 S35°13'49"E
\ \ a as \ D.B. 2047-601 \ D.B. 3636-606 N o o G ~ L3 2.71 508°53'39"E
\ TAX PARCEL #223-132-14 \ TAX PARCEL #223-132-10 A.`~ ZONING: R-3
\ \ ZONING: R-3 ~ ~ ~a
\ m~ \ r I I ®
~o I z
\ 12047;674 _ \ p.B. MEN1 ~ ' , I
WER EAR S s1 z1' ~ \ ANITARY SEA \ N / I
15 S ~ , ~ w n u'~er ~ B B J coNrlNUOUs s
y ~ C1aS5 SIDEWALK 5 \ ti, ~ ~ 1
\ eo3, - - ' I ~
\ y. k \ I ~
\ \ \ \ _ I
\ ~ ' ~ \ I
\ \ ?3N I ~
\ Ql o \ ~ ~ ~
~ m I®
~d \ ss , \ I
/N~wwy \ o'~ Vg Jv 5 ~ ® L1
D.B. 10371-740 \ ~~~p M.B. 28-159 ~ \ G ~~~p I c,°~~~0~` ~a
T A -132-28 ~ AX P RCEL #223 / ~r . \
ZONING: R-12(CD)
T N THE SITE SHALL COMPLY WITH ORDINANCE REQUIREMENTS REGARDING THE NUMBER i \ 1. ALL PROPOSED DEVELOPMEN 0 ~ ~ ~
AND ARRANGEMENT OF OFF-STREET PARKING SPACES, SIGNAGE, YARD DIMENSIONS, ,BUFFERS, SCREENING, LANDSCAPING, ~ h ~ N
ETC. ~ ~ D.B. 9804-095
~ TAX PARCEL #223-132-29
2. THE PROPOSED DEVELOPMENT SHALL CONSIST OF AN OFFICE PARK. THE MAXIMUM AMOUNT OF BUILDING SQUARE ~ ZGNING:INST.(CD) \
FOOTAGE SHALL BE 99,900 SOFT, \ ~ ~o \ ~on-
\ ~ ~ \ e~ ® N e
` ~ > ~ ~ ® N
I BUFFERS SHALL BE ESTABLISHED. BUFFERS SHALL CONFORM TO THE PROVISIONS v 3. AS SHOWN OF THE SITE PLAN, REOU RED S6• \ \ ~
TH NING ORDINANCE. os?~se~ \ OF E ZO \ ® m 9~ ~ ® . 11 ~o Setback HWY 521.35-0 \
PROPOSED CONNECTION ~ \ ~ ~ ® tir ~d ® ~i . I,~,, ~ ® ~F~G m m 1 II ~V ~i90~ m ~ ~
TO ADJOINING PROPERTY ~ 4. STORMWATER DETENTION FACILITIES SHALL NOT BE LOCATED WITHIN FRONT SETBACK OR BUFFER AREAS. \ ~s m ~ Setback Providence Rd West. 30 -0 \ ® v ~ I a
~ Side Yard.10 -0
o ~ s Rear Yard: 20'-0" ~ t~
SED ON ALL FOUR SIDES BY A SOLID FENCE OR WALL WITH ONE SIDE BEING A HINGED GATE. ~ 5. DUMPSTER AREAS SHALL BE ENc,LO i
FREESTANDING LIGHT FIXTURE SHALL NOT EXCEED 25 FT., INCLUDING ITS BASE. ALL ~ D.B. 9033-637 1033-637 \
6. THE MAXIMUM HEIGHT OF ANY ~ TAX PARCEL #223-t32-17 . #223-132-17 C \
DIRECT LIGHTING WITHIN THE SITE SHALL BE DESIGNED SUCH THAT DIRECT ILLUMINATION DOES NOT EXTEND PAST ANY zoNINC:INSr.(cD} R P RTY LINE AND SHALL BE CONSISTENT WITH SECTION 12.402. FURTHERMORE, NO "WALL PAK" LIGHTING SHALL BE PERMITTED. POE ss \ 4 \
n9 \ v
7. VEHICULAR ACCESS POINTS SHALL BE LIMITED TO THOSE SHOWN ON THE SITE PLAN. THE EXACT LOCATION MAY VARY SLIGHTLY e
FROM THAT DEPICTED, BUT SHALL COMPLY WITH ALL APPLICABLE DESIGN REQUIREMENTS OF THE CHARLOTTE DEPT. OF ~ ~
TRANSPORTATION AND/OR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. ~
FOR PUBLIC HEARING 2002-~ 5
ALL BUILDINGS ON THE SITE SHALL BE CONSTRUCTED OF BRICK, STUCCO, AND/OR A COMBINATION OF THOSE OR OTHER 8
RY FINISHES. ALL BUILDINGS SHALL HAVE A SLOPED ROOF AND ALL FOUR SIDES OF BUILDINGS SHALL BE DESIGNED MASON
T BE COMPLETED WITH WINDOWS AND OR FLOORS SUCH THAT NO SIDE OF A BUILDING APPREARS A BLANK WALL. o / ~p~. 10 ~ 6s9,
9. THE SITE PLAN REPRESENTS A FIRM CONCEPT OF DEVELOPMENT WITH REGARD TO ARRANGEMENT OF BUILDINGS,
PARKING AND CIRCULATION PATTERNS. MINOR CHANGES OF DETAIL WHICH DO NOT ALTER THE BASIC LAYOUT AND RELATIONSHIPS
A UTING SITES ARE PERMITTED AS A MATTER OF RIGHT FOR THE PETITIONER/DEVELOPER. TO BB
1 THE PROPOSED VEHICULAR CONNECTIONS TO THE ABUTTING PROPERTIES SHALL BE BUILT TO THE PROPERTY LINE AS SHOWN AS PART 0 -
PM NT PROJECT. THE EXACT LOCATIONS MAY VARY SOMEWHAT FROM THE DEPICTED. THE PETITIONER/DEVELOPER OF THE PROPOSED DEVELO E
SHALL RECORD A PERMANENT ACCESS EASEMENT ALLOWING INGRESS/EGRESS TO ADJOINING PROPERTIES. P I -I
11. A 5 FT. SIDEWALK WITH AN 8 FT. PLANTING STRIP SHALL BE PROVIDED ALONG THE SITE'S PROVIDENCE ROAD WEST FRONTAGE. PROPO ED E: FFI E PARK US 0 C
12. THE PETITIONER DEVELOPER SHALL CONSTRUCT A LEFT TURN LANETO SERVE THE TRAFFIC USEING THE PROPOSED DRIVEWAY / M ~
CONNECTION TO PROVIDENCE ROAD WEST. FURTHERMORE, THE LEFT TURN LANE SHALL BE A SIDE BY SIDE LEFT TURN LANE WITH THE LEFT TURN
LANE ON EAST BOUND PROVIDENCE RD WEST TO NORTH BOUND HWY 521. SUCH A LEFT TURN LANE WIL REQUIRE ADDITIONAL IMPROVEMENTS
EXTENDING EAST ALONG PROVIDENCE RD WEST BEYOND ITS INTERSECTION WITH HWY 521. ALSO REQUIRED WILL BE THE CONSTRUCTION OF A
CONCRETE MEDIAN IN PROVIDENCE RD. WEST BETWEEN THE SITES DRIVEWAY AND HWY 521.
13. LANDSCAPE ISLANDS SHOWN IN THE PARKING LOT REPRESENT A FIRM LANDSCAPING CONCEPT WITH RESPECT TO THE PvUti4BER AND LOCATION
OF LANDSCAPING ISLANDS SHOWN. 1~14~02 Revisions made based o s made based on City of Charlotte BMR SCALE DATE PREPARED FOR: SHEET
comments. ts. "q44. 1" = 100' NOVEMBER 2001 Keamor
14. THE SOUTHERLY END OF THE SITE SHALL BE PRESERVED AS OPEN SPACE AS LABLED ON THE SITE PLAN AND SHAD BE IMPROVED WITH 2/28/02 Revisions based on Plan s based on Planning Committe BMR
LAWN LANDSCAPING, PEDESTRIAN PATHS, BENCHES, PICNIC TABLES, AND/OR OTHER ORNAMENTAL FEATURES. meeting FLD. BK. PG. DRAWN BY Intersection of HWY 521 & Providence Rd. W. -
OF BMR 14120 BALLANTYNE CORPORATE PLACE, SUITE 160 B. ROLLAR
CHARLOTTE, N.C. 28277 PROVIDENCE TOWNSHIP MECKLENBURG COUNTY, N.C.
PHONE: [phone] JOB NO. CHECKED BY FAX [phone]
13 BMR REZONING PLAN

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~ / ~ " / / ~ _ Stantec Consulting Inc.
/ ~ 5265 Parkwa Plaza Blvd P Y
~ Suite 130
/ ~ : / / r. ~ / Charlotte NC U,S.A, 28217
pr, , " Tel, 704,329,0900
i \ ~ \ ~ , 1 / Faz. 704,329,0905
~ ~ "'A ~ wwwstanfec,com
i \
~ ~ ~ Copyfight Reserved
~ F~ A \ The Controctor shall verif n r
6 y o d be espons~ble for all dimensions. DO NOT scole the drawin - on errors or omissions shop be re orted to 9 Y P
~ / Stantec Consulting Inc. without delay. The Copyrights to oll designs and drowings are the pro ert of
~ ~ ~ / P Y Stontec Consulting Inc, Reproduction or use for any purpose other thon
/ thot authorized by Stontec Consulting Inc. is forbidden.
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~ ~ ~ ~ ~ , ENLARGED PART I CAL PLAN':
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~ SEE DETAIL A ~ • ~ ~ ~ ~
~ FOR BASIN PLANTINGS PERENNia~ sTREaM ~ ~ ~ ~ ~ \ ~ ~ ~
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SEE DETAIL S2,0-DETAIL 4 ~ ~ ~ ~ a V~} , ,r' ~ J ~ \ F
30 VEGETATIVE FILTER ~ a I ~
~ - c9 ~ ( ~ l.J ~ _
i o~ ~ ~ ~ 2 z IP ~
~ CHANNEL B • ~ r ~ ~ A G \
SEE DETAIL S2,0-DETAIL 4 / ~ ~ ~ 90 ~ ~ ~ r,. T ~
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~ ~ 642 ~ ~ ~ ~
~ ~ ~ ~ \ ~ ~ ~ ~ 0 SUBMITTAL TO CITY CIP RGJ 6 26 2002 ~
MAINT NAN A TIV T E HA BE P FO M A F DW ~ 4 4 ~ LL ER RED S OLL S / ~ Rev~ion By Appd. Dote
/ ~ ` , i
6 1 A TER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT / - 6 Y
AND AT LEAST MONTHLY , 1 ~ ~ File Name; V;\56732\active\73200286 _LD dw 73200286-DRAIN,DWG \ \ \ 9\
A, INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT I ~
ACCUMULATION, EROSIDN TRASH ACCUMULATIDN VEGETATED COVER , ~ - AND GENERAL CONDITION. '°~m- ~s ~ ~ , \ Permit•Seal
B, CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH - ~ / ~ n n
THAT DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 ---f
DAYS AS DESIGNED, 'a 6, IF THE BASIN MUST BE DRAINED FDR AN EMERGENCY OR TO ~ _ ~ 8 ~ F ss i
PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE . ~ ~ ro . 4
2. REPAIR ERDDED AREAS IMMEDIATELY, RE-SEED AS NECESSARY TO EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT ~ ~ ~ ± • • • ¦
MAINTAIN GDOD VEGETATIVE COVER, MOW VEGETATIVE COVER TO PRACTICAL, ~ MAINTAIN A MAXIMUM HEIGHT DF SIX INCHES AND REMOVE TRASH AS ~ 23956 ~ ~ , i
NEEDED, 7, ALL COMPONENTS OF THE WET DETENTION BASIN SYSTEM SHALL t.,, .
BE MAINTAINED [N GOOD WORKING ORDER, 56 RD ~0 2~ D~
3, INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH GRAPHIC SCALE S. ~ ~ 1 ~ . ~4n~~~N~
BASINS, PIPING, SWALES, RIPRAP, ETC.) QUARTERLY TO MAINTAIN 8. LEVEL SPREADERS OR DTHER STRUCTURES THAT PROVIDE w o z~ ~ Sao s~
PROPER FUNCTIONING, DIFFUSE FLDW SHALL BE MAINTAINED EVERY SIX MONTHS, ALL ClienfiPro'ect
ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE 4, REMDVE ACCUMULATED SEDIMENT FROM THE WET DETENTION STRUCTURE, AND A LEVEL ELEVATION SHALL BE MAINTAINED ACROSS J
BASIN SYSTEM SEMI-ANNUALLY OR WHEN DEPTH IS REDUCED TO 75% THE ENTIRE FLOW SPREADING STRUCTURE, ANY DOWN GRADIENT (ix FEET) I CHANNEL C 666 REALTICORP
OF THE ORIGINAL DESIGN DEPTH, REMOVED SEDIMENT SHALL BE EROSION MUST BE REPAIRED AND/DR REPLANTED AS NECESSARY, iinoh = 5o Pt. SEE DETAIL S2.0-DETAIL 4 - ~ ~ ~
DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED
IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY WET DETENTION POND AND SUPPORTING SYSTEMS SHALL BE MANAGED BALLANTYN E
(I.E. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.) AND MAINTAINED BY THE FOLLOWING PARTY, STORM DRAINAGE SUMMARY ?RY
SONSHINE CONSTRUCTION INC. THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT 9110 HOOD ROAD - , CENTER
ELEVATION SHALL BE SUCH THAT IT WILL GIVE AN ACCURATE CHARLOTTE, NC X8215 Charlotte, North Carolina
DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED 704-563-0431 TO FROM SLOPE DIAM LEN( .AM LENGTH INV, INV, MATERIAL RIM REF,
SEDIMENTS, (FT/FT> (IN) (F1 IN) (FT) UP DOWN Title
WHEN THE PERMANENT POOL DEPTH READS 3 FEET IN THE MAIN WET POND PLANTING SCHEDULE PE ~3 PE 22 0, 0125 6 40. C
POND, THE SEDIMENT SHALL BE REMOVED, 40100 4. ~ . P STORMWATER MANA EMENT P 62 00 6 3 50 VC G LAN 624, 00 I NV
WHEN THE PERMANENT POOL DEPTH READS 2,25 FEET IN THE SYMBOL QUANITY BOTANICAL NAME COMMON NAME SIZE SPACING DS 21 FES 20 0,0050 36 180,C OB 180.00 623.00 622. 10 HDPE 630.95 T
FOREBAY, THE SEDIMENT SHALL BE REMOVED, FES 19 JB 18 0.0080 36 66, C
5, REMOVE CATTAILS AND OTHER INDIGENOUS WETLAND PLANTS 37 PELTANDRA VIRGINICA ARROW ARUM QUART AS SHOWN A 18 FES 17 0.0080 36 283.5 66. 04 640.28 639. 75 HDPE 640.28 I NV 283,96 HW - HEADWALL (CMLD STD #20,17) Project No. Scale 639.55 637.28 HDPE 648.00 TOB
WHEN THEY COVER 50% OF THE BASIN SURFACE, tHESE PLANTS FES - FLARED END SECTION
SHALL BE ENCOURAGED TO GROW ALONG THE VEGETATED SHELF OND 16 PONTEDERIA CORDATA L. PICKERALWEED QUART AS SHOW HW 16 HW 15 0,0101 42 1 7 N 9 ~7 JB - JUNCTION BOX ( 73200286 197. 71 630.00 628-00 HDPE CMLDS STD #20, 09> ' 630.00 I NV PE -END OF PIPE
FOREBAY BERM,
17 SAURURUS CERNUUS LIZARD TAIL QUART AS SHOWN HW 14 HW 13 0, 0335 42 59.7 DS -DETENTION STRUCTURE (SHEET "DrawingNa Sheet Revision S2.0 DETAIL 2) 59, 71 626.00 624.00 HDPE 626.00 I NV I NV - INVERT
TOB - TOB OF BOX
1 of 2

.N - . PROPOSED FRAME AND
SLOPES TO`B GRATE FOR DROP INLET Stantec Consulting Inc. PER CMLDS #20.14 OR 5265 Parkwa PIazO Blvd
,_,STABILIZED TO ';;is;' i~~s;^5;-;i~',~;;?;~%'r";;,`r``~`5• : NT F,OSI N IDE SLOPES :,1~~.; ~ , Q•,:•t~ 5,,,r,,,; ~ .a SAFETY BENCH i°yi;c~i'~•,.~ ;%r`,?~I„ei;?f±ti~f,~;ir;%,.=~?~,~:,,:,,,;~ PLANN Y PROPOSED BARS ®6" O.C, SEE SECTION 8-8 Suite 130
;:BETWEEN 4; AT TOP Of SLOPC';a;;-,:;',t';~;~'i~~~''',,;,:"'i;~"~~,ri.~-,~~,;;•, ;~!,~,~a„"n,,=4~;~> 0 4.0' ;.,AND 10ry)'~sL.; MINIMUM 10 '`~~;;j~~tii`e's<`",. GRATE = 631,10 " Charlotte NC U,S.A. 28217
FEET WIDE 2 25' 1 DIA. GALVANIZED STEEL BARS-6" OC Tel, 704.329.0900
a ;S~il'~;:ti ;'~i'Sii;^'s~;'-;°:iflli`','i;i;~!;?'S~'y'!~ "fir ~';f:~<o,i :-,,~r , _ NO TREES ON - ~ ~'sJ~•.;;~•;~ rr FaX• 704,329,0905
EMBANKMENT 2-ORIFACf RIP RAP INLET y~!~;~y?.;" s, <jr;G';i.'%1="^"' " _ TO BE 22' 2-ORIFACE PLATES OR KNOCK OUTS ? wwwsfantec•com TO BE 22"x6" OPENING•
~;~"~1,,iiP. ~ ,':~,";%;;~~jf, ELEVATION - 631,10 PROTECTION • ~ OUTFAIt PROTECTION B ELEVATION S. B ELEVATION 629.00
• •E LARGE RIPRAP B • 'OUTLET•STRUCTURE : xLf%;`„ti~~`• SEDIMENT AI 7 - ~,.,,6,„~.k~,xa• 3.25
'FOREBAY - •'•SEE DET L C J 2 ~~:,~„>:,r~,:~-T " Co ri ht Reserved PRINCIPLE DRAIN 1,5 PIPE PY 9
• ~ ARRE PRINCIPE ~ •ONf.~O . INVERT h Ot INVERT = 627.00 AT BOX 4,0' N n, The Contractor shall verif and be res onsible for all dimensions. DO
r,`:_r:;:,:,,.. iROACtOW MpffP:. J ~':'a~; END OF 0 UND qR ;~:;"~s~;,;,~ _ f S "~`"r""•""'l"' ROCK DEFLECTORS END OF PIPE 626.00 NOT scale the drawin yon errors or omissions shall be re orted to
~ WI MET r ; 2 MINIMUM~IO~FOOTWID Oe fR~'' ~;'„%%~`,1='"f'`-/'"' Q (ASREO'D) Stantec Consultin Inc, without Belo . p 9 Y The Copyrights to all designs and drawings ore the property of
~2y ~ ,@UfFER AROUND POOL i,,•:, .,,W,1~;~r ~ .:-.,y..._,;e•,_; , EMERGENCY Q STEPS TO BE INCLUDED IN Stantec Consulting Inc. Reproduction or use far any purpose other than
NOTES 3 W ~ ~ _ ' • BRAIN BO ER CMLDS 20.12 1. THIS DRAWING IS INTENDED ~ ti ~ , ' % ~ ' chat authorized by Stantec Consulting Inc. is forbidden.
ONLY TO SHOW THE BASIC 4~ ' ° C+~:;.ir=(~ FEATURES OP A WETPOND, ' g MERGENCY j
REFER TO CHARLOTTTE- FT _ ° M K N R TAN M/ ' SPILLWAY EC LE BUGS DARD N, ~~,<~`<+;;'>~- 2.25' 36" HOPE , . " ConSUltantS
~PECIFICATIONS FOR WATERSHED ~ ~~'~~""~`u"`'~ "1'' °~"rA~ a NONE
PROTECTION BASINS FOR DETNLED RESERVE ON-SITE INFORMATION. DISPOSAL AREA FOR "TINDALL" PRECAST T - SEC ION B B
DREDGED SEDIMENT 12' LITTORAL SHELF W/ WETLAND PLANTINGS i CONCRETE RISER 2, WETPONDS ARE REQUIRED FOR HIGH- 0.5 FT, FREEBOARD i PROPOSED DRAIN 1.5" PIPE R~ALT ¦C4RP INVERT= 627,00 AT BOX OOYY~A OIL irv~~rr~rr •VMO
DENSITY DEVELOPMENTS IN DESIGNATED MIN, i r WAT R H E S ED PR TI OTEC ON AREAS, ~ ~ e:::.~:.~,°. - \ END OF PIPE = 626,00
OUTLET STRUCTURE 3, AREA A80VE PERMANENT POOL SEE DETAIL C7J -2 632,25 TOP o
IS TO BE GRASSED, I e 10 SPILLWAY ELEV = 631.25 ~ Notes
631.10 O,B% - INVERT = 623,00 EMERGENCY DRi STORMWATER STORAGE 180 LF OF 36", HDP~ ® a 6" PIPE W~ 6" -EMERGENCY DRAIN A , 6" PIPE W 6" VALVE
-a-"~" GROUT TO INVERT = 623,C SEDIMENT FOREBAY 627,00 FLOW LINE / i INVERT = 623,00
PERMANENT POOL EMBANKMENT „ TOP OF SLAB= -TOP OF SLAB=622.00
' DEPTH) ANTI-SEEP - 624,00 COLLARS ,i GROUT i0
623.50 iB0 LF 623,00 ~ 36" 622,10 FLOW LINE
INVERT = 622,10 a. - ° EMERGENCY DRAIN 6" PIPE W/ 6" VALVE X19 THREADED BAR
A INVERT = 623.00 1MT p ~ N 3 EX OSURE
"a. G ~ CLAY OR GEOTEXTILE LINER ° d ..e' • . . SECTION (IF EXISTING SOILS ARE PERMEABLE) ~ . ' ; ° a ' . ° . ~ . " ' O • . NUT o
' ° a. 6" FOREBAY DRAIN WITH SLUICE GATE OR VALVE I ' d
~ COMPACT SUBBASE BELOW in
-FOUNDATION TO';~5% p
5.0' • ~ ~
S2.0 SECTION A-A S 2" TYP
NOT TO SCALE DETAIL "A" 0. ( ) TAIL "A"
~19D1 AT i' CTS X22 "F" BARS .
a n DETAIL A
NOTES; 1'
MIN, 1, CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON 5,0'
B TO BE DESIGNED BY THE ENGINEER. 2
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR CZ•0 RIPRAP APRON DESIGN STANDARDS. NOT TO SCALD
3, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT,
4, THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL, THE AREA TO BE PAVED OR RIPRAPPED 3 SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECENING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR i0E WALL AT THE DOWNSTREAM END.
GENTLE SLOPES STEEP SL 5, THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM STEEP SLOPES 3:1 ~ )
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5;1
6, ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. SEEDING 80 LBS/ACRE DF TALL FESUE 100 LBS/ACRE TAI BS/ACRE TALL FESCUE
Q MIXTURE 30 LBS/ACRE SER PLAN 7, THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECENING S/ACRE SERICEA LESPEDEZA
CHANNEL sHAU Nor BE auowED. (UNSCARIFIED AF 4RIFIED AFTER AUGUST 15)
B 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL 10 LBS/ACRE K~BI L BE PERMUTED. S/ACRE KOBE LESPEDEZA
(10' MIN,) FALLS AUGUST 25- OCTOBER FALLS AUGUST 25 AUGUST 25- OCTOBER
OUTLET VELOCITY FLOW STONE LATE WINTERS FEBRUARY 15- APRIL 15 LATE WINTER FE'. rIINTER~ FEBRUARY 15- APRIL 15
NUMBER f s cfs d50 D L W H A SEEDING w (P) ( ) CL SS
NATURAL GRADE DATE TD EXTEND SPRING SEEDING INTO JUNE, ADD TD EXTEND SPRINI IEND SPRING SEEDING INTO JUNE, ADD
_ HW 13 6.6 63 6" 42" ~ 21' 1 ' 15 LBS/ACRE HULLED BERMUDAGRASS 15 LBS/ACRE HULI 2 1,5 CLASS B ~/ACRE HULLED BERMUDAGRASS
I M M u= ~I~ I RIP RAP I = a H ~C I= HW 15 6,6 63 6" 42" 21' 12' 1.5' CLASS B DVERSEEDING DF KOBE LESPEDEZA OVER OVERSEEDING OF I
III _~j= _ FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. FESCUE IS VERY I :EDING OF KDBE LESPEDEZA AVER FALL-SEEDED TALL IS VERY EFFECTIVE,
- - FES 17 6,5 25 6° 36" 15' 15' 1.5' CLASS B
~I SEEDING APPLY LIME AND FERTILIZER PER SGIL TESTS APPLY LIME AND _ , LIME AND FERTILIZER PER SDIL TESTS, DR 4000
FES 20 8,1 43 6" 36" 18' 18' 1,5' CLASS B OR 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE LBS/ACRE LIMESTf 4" ~5 WASHED STONE 10-10-10 FERTILIZER, 10-10-10 FERTIL, ;RE LIMESTONE AND 1000 LBS/ACRE
LAYER OF FILTER FABRIC -10 FERTILIZER,
NOTE: MINIMUM H=2/3 NOTES; PIPE DIAMETER
SECTION B-B GROUND COVER-- WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISI~ ~T COMPRISING MORE THAN ONE 1
52.0 ACRE A R G OUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR PROVIDED WITF ~OVIDED WITHIN 15 WORKING DAYS OR
90 CALENDAR DAYS.
NOT TO SCALE
GRADED SLOPES AND FILLS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, OR COMPLETION GRADING, WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR OTHERWISE PROVIDED ~ I COMPLETION OF ANY PHASE OF
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION, PROVIDED WITH GROUND COVER
EARLY SUMMER SEASON STEEP SL { ) STEEP SLOPES 3:1
L L SEEDING 40 LBS/ACRE ~F GERMAN MILLET 120 LBS/ACRE RYE a 0 SUBMITTAL TO CITY CIP RGJ 6/30/2002 3S/ACRE RYE (GRAIN)
MIXTURE 80 LBS/ACRE OF TALL FESUE 80 LBS/ACRE TALI 5.0' 5,0' 4,0' 4.0' i/ACRE TA F Revision By Appd, Dote LL ESUE
WET POND 3~ :N ~ ~
PROPOSED GRASS LINED CHANNEL A 6.70%, < 10.0' lV 8.0' ey
LINE CHANNEL WITH NAG C125 STAPLE PATTERN MAY 1-AUGUST 15 ~CTDBER 25-DECEP :R 25-DECEMBER 30 File Name: 73200278-CDDT,DWG
D OR APPROVED EQUIVALENT SEEDING REFERTILIZE IF GROWTH IS NDT FULLY ADEQUATE. BETWEEN DECEMBEF
.N DECEMBER 30-FEBRUARY 15, ADD 50 LBS/ACRE Permit-Seal DUAL KOBE LESPEDEZA
FES 17 DATE 15 LBS/ACRE HULLED BERMUDAGRASS OF ANNUAL KOBE I PROPOSED GRASS LINED CHANNEL B ®5,00. lttttillillllll
LINE CHANNEL WITH NAG C125 STAPLE PATTERN -A'; CHANNEL A ~ CHANNEL 8 APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT APPLY 4000 LBS/E 9~ CA , ,o/ 4000 LBS/ACRE STRAW DR EQUIVALENT ~e N~~R
D OR APPROVED EQUIVALENT NTS NTS HYDRDSEEDING, HYDROSEEDING, SEEDING, S S Q
CHANNEL 1 CHANNEL i SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, APPLY LIME AND F 'A{, W
EX TO FES 19 50-YEAR STORM 50-YEAR STC~tM DEPTH = 1.61 DEPTH = 1,s5' AMENDMENTS DR 2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE LBS/ACRE LIMEST[ LIME AND FERTILIZER PER SDIL TESTS, DR 2000 S1:AL = ~
PROPOSED GRASS LINED CHANNEL C ®0.80%. DEPTH H1TH FREE DEPTH WITH FREE 10-10-10 FERTILIZER, F ;RE LIMESTONE AND 750 LBS/ACRE 10-10-10 423956 _IZER,
LINE CHANNEL WITH NAG C125 STAPLE PATTERN BOARD = 2.11' BOARD a 245' ERT I L I ZER, ~ F ~ ~ 'y~~
D OR APPROVED E DIVALENT vElocltt ° 1a9 FPS vaoatt = 1,72 FPS Q '%'~Rp S.'~,<~
'~11bItlI111N611 N
L 0
ClientlPro'er# N 1
4.0' 4,0' 0
3'1 "~1 rn REALTICORP
B.a' 5 3 H
C2.0 Q Q
BALLANTYNE
NOT TO SCALE CENTER N
0 0 N
CHANNEL C Charlotte, North Carolina
NTS m
C~IANNEL 1 50-YEAR STORM Title
DEPTH - 2,89' DEPTH WITH FREE Q
BOARD ~ 3.39' CIVIL SITE J
VELOCItt = 0.83 FPS CTCIRAAUIIATGR AAO~I~(:GAAGAIT DI CAI
V I W1 %1V1VW"I LL1 % M"I1"VI-IYI{LI\ 1 1 Lr\I\ N 0
0 STANDARD DETAILS N
e GRASS LINED CHANNEL Pro ect No. Scale
52.0 NOT TO SCALE 73200286 NIA
d N
Drawing No. Sheet Revision
,
2 2 of

~ 1 ~ \ E ~ I ~f /
a ~ , ~ ~ ~ ~ ~ L i ~ ~ •~i-,
- i ~ , ~ r ~ ~ ~ Stantec Consultin Inc.
~ 1 ~ ~ \ vv - ~ / ~ i ~ ~ 1 / t~ ~ ` - r~ ~ / 5265 Parkway Ploza Bivd
1 ~ ,~t . -v ~ ~ ~ \ A ~ ~ / / ~ A, , r,,= ~ ~ Suite 130
~ ~ ~ \ , ~ ~ , _ - 1~ ~ Charlotte, NC U.S.A, 28217
~ V A ) ~ J / \ \ r ~ ~ ~ 1 t,, f . ~ ` I ~ ~ ~r Tel. 704,329,0900
\ ~ ~ ~ ~v l ~ ~ , r - ~ ~1 foz. 704.329,0905
~ 1 \ c / wwwstantec.com
_ ~ , ~ \ \ ~ ~i ~ ~ ~ t ~ ~ . v
~ \ ~ J ~ > ~ ~ ~ ~ r _ , CO ' ht Reserved ~ \ pm9
v ~ \ r \v~v ~ ~ ,1 I ~ \ ado a~ so is 2aa / \ / _ _ ~~--403,, ~ The Contractor shop verif and be re n i I f r \ y spo s b e o all d~mens~ons. DO
i ~ ~ ~ t ~ ~ \ t r ~ ~ / ~ / ~ ~ NOT stole the drowing - ony errors or omissions shall be re orted to t r~ ~ ~ ~ ~ ~ Stantec Consultin Inc. without delo , P / 9 Y
\ \ , ~ \ \ J I . - t The Cop ri hts to oll desi ns and drawin s are the ro ert of
-'l r Stantec Consultin Inc. Re rodu tion r g f P P Y (IN F~ET ~ 9 P c o use or any purpose other thon / ~ r thot authorize b d
~ ' ~ ~ ~ l \ ~ 1 ~ ~ - fir, ~ ~ ~ ~ 1 1 1nCh 00 ft; ' y Stontec Consulting Inc. is forbidden, r ~ ~ V ~ ~ ~ ~
-.ter ~ I, ~ ~ \ ~ - ~ / : ) ^~J"'-•, ~ f ~ ? { ~f ~ 7 I ~
1 ~ ~ :r ~ ti ti ~ i - ~ / J I ~ ( ~ ~ ~ _r f ~ ~ ~ 1 ~ ~ 1 \ \ I ~ ~ ~ ~ Consultants r ~ 1
. ~ v i , ~ f J ~ , ~ ~ v ~ ~ _ r~ ~ v,._ ~ ~ J ~ / ~ \ I i ~ / ~ NONE \
~s , , , ~ A \ V~. ~ . j _ .J I ~ i ~ ~ V' / /r i / ~..~1
~ 1 / ~ i~ I REAL.T I ~ ~ / ~ / ~ OOYY ~AO1OL I Y V ~~TY¦YT ~YMO
V + t ~ ~ ~ t , ~7 ~ ~ A , az- '1 - / ~ ~ i r , r i / ~
~ ~i ~ A ~A f \ ~ B l` r ~ L ~ r A~ A ~ - ~ ~ ~ i ~ ~ C -6~- / vL'~ I/ ~ A ~ A I ~ ~ _ J ~ ~ / l l ~
~ ~ 1 ~ i ~ ti..- ? ~ v f \ I~ ~ ~ ~ ~ \ , / / , Notes
~ ~ ~ - ~ ~ ~ - ~ , r ~ / ~ l
~ . r \ ~
, / I ~ \ ~ ~ ~ ~ ~ - ~1 i ~ ~ ~ l ~ ~ i ~ , ~ ~ / ~ i r ~ ~ ~ ~ S /f ~ ~i ~ r / i,
~ v ~ - ti~- , ~ / / / i j
r , ~ \ ~ i _ ~ v. _ r~- J / / / Av v ~ ~ _ / ' r . ~ / ~i
1 ~ ~ / i .,i ; / /
1 ~ ~ ~ ~ eiaoa~ ~ _ ~ ! ~ ~ \ ~ L ~ - ~ r ~ ~ , ~ _ - W_ ,f l r ~
1 ~ r, \ ~ -v. 1 ~ ~ J , -v, ~ ~ . 0~ - / \ l / / / /
I , 1 / - ) / r ~ ~ t l ~
/ 1 ~ b7g~--~ ~ ~ ~ ~ _ A ~ ._,r._ i~' ~ ~ ~ - ~
~ r ~ j , ~ ~ V \ A_ .
~ , ' ~ ~ ~ ~ ~ b A \ ~ ~ ~ ~ x- r
~ A ~ ,i ~ r': I ~ ~ ~ - _ ~ ~ - v - ~ L
1 ~ 67P~ . . I \
A V ~ 669.,., 1 ~ _ i ~ ~ ~ ~ ~ v r ~
_ - ~ \ \ 1 , ELEV = 6~fi- \
1 ~ ~ 1, ~ A ~ 6 _ _ - - _ ~ ~ 300 LF AT 2,0% \
~ r' 1 ~ ~
l I-.. "7 ~ ~
\ ~ \ 1
V \ . A._. ~ r ~ ~ ~ \ \ ~ ~~a
\ ~ ~ ~ ~ 1 r ELEV 678 ~ 300 LF AT 4,3%
\ c-- _ ,
~ ~ .r ~ i . ~ 1 r~ ~ C - - ~ ~ ~ , -
I c s ~ i - , -
~ ~ ~ 1 ~
_ A, b ~ l ~ w ~ _ i , , \ 1 ~ r' - ~ ~ E DRAENAGE BASIN "A" ` ~
- ~ ~ 19.94 AC _ GRASS'• ~ ~
~ / _ ~ / ~ \ \ I ~ - \ • \ t 0.06 AC WOODS - ~ ~7~93IMPERVIOUS ~ ~
~ f / \ ~ ~ , 1
i / ~ J ~ - / ~ ~ \ ~ ~ ~ ~ \ -v - ~ / ~ \ ~ ~ s / .,ELEV =665
/ ~ ~v s o _ - ~ ~ \ \ 1' 404.4~F' AT 7.2X ~ l ~ ~ ~ ~ _ -4
r- ~ , ~ \ ~ .
/ i ~ / r~ / ~ / / \ \ ~ \ \ ~ \
/ ~ p ~ A~\ ~ ~ ~V ~ ~ ~ ~ ~ ~ L AT,4,TL / EV 638 ~ \ ~ ~ , / ~ ~ ~ ~ FAT \ t•. _ - ~ • ~ \ r
a ~ ~ ~ - ~v / r ~ ~ V~ ~f ` ~ -ti ~ ~ v r ~ ~ \ l iN \ ~ ~
/ \,,.1 / ~ 6 ~ i ~ i V\ ~ A ~ ~ \ / v V r i ~ v -~v _ - ~ ~ L ~
( ( ~ ` 1 r j ; ~ ~ ~ ~ ~ ~ i ELEVL 6358 ~ l ~~.,.y \ \ \ ` 1 A I
/ / ~ ~ V / / ~ \ \ \ \ 3Y FA / ~ ~ ~ ' \ ~ / ~ ~ ~ ~ 1
\ - 1 I ELEV = 28,2 1 ~ ~ \ \ \ ~ r ~ ti l y - \ ~ ~ \ ~ \ 1 ~
~ ~ I \ \ ~ ~ A
/ _ ~ / \ . ~ ~
_ i ~ ~ ~ I \ ~ ~ \
i i . sue.-- ~ _ oa "l ~ \ \ ~ i ~ 4 / ~ ~ ~
/ ~ ~ ~ I , ~ ' P / ' V _ - ~ - 638'' \ ~ ~ ~ V~,
~ ~ i \ ~ \ ELEV -633,3 \ ~ \ J ~ .
, i ~ 1 r ~ ~
t l ~ \ i / ~ ~'V I / v ~ ~ - -
J1/ \ ~ ~
/
\ •~.J ~ J f J
~ \ \ -7'~ ~ / PER ~ ~ ~ ~ V / \ 3k EHN t` ~ I/
\ / J~5T2EAN I ~ \ / ~ ~ / ~ 0 SUBMITTAL TO CITY CIP RGJ 6/30/2002 m~.w ~ ~
~ ~ CLEV - 68.3 ~ ~ P 27.7 Lp AT 4,0% ~ r \ ,ems' \ ! Revision BY APPd, Date
4 , f r ~ ~ ~ l 1 I \ 1 ~ ~ 630 ' ~ / f ~ ` \ \ \ ~ ~ /r 1 ~ i ~
~ ~ , \ ~ i ~ LEV 630 ~ ~ ~ - ~ ~ ~ 12 LF AT .8% ~ 1 ~ r ~ 1 $
i f t 'f ! _ I 1 \ ~ _ \ 1 File Name: - V. 56732 active 73200286 LD dw 73200286 DRAIN.DWG ~ _ \ \ \ \ o\
~ i ~ ~ ~ / \ ~ ~ ~ ~ PRE DRAINA~E BASIN C i ~ ~ \ ~
1 \ ~ ` \ ~ S \ ~ ~i' 1 9,06 A~ GRASS ~ / ~ ~ " Y, ~ ~ / \ PRE ORAI E BASIN 8 1 i ( ~ Permlt~Seal ,re~~~r~ ~ I ~ rr~
i ~ / i ~ / - \ . 1,43 AQ WOODS ~ 1 / / ~ 1 ~ ~ ~ 12.49 ~ GRASS e~°~ rf®'
/ I .38 AC IMPERVIOUS ~ ~ ~ ~ ~ ~ r i ~ \ - ~4 32 AC WOODS ~ r ~ ~ \ ~ ~N C>4 a .38 AC IM ~RVIOU Baer, ~ ! a". ;
` I / ~ I f ~
~ ~l f / > , ~ / / ~ ~ i / ~ \ - \ \ i f ~ ( I - ~ ` I ~ l EAL a _
f r l I 6 \ ~ ~ ~ ~ RIM fLE / / ~ - r-- ~ ~ ~ I 395 RIM fLEb-658:fr' ~ ~ r 02 S~ INV - 646.28 ~ y.
/ / ~ ---6 ~ ELEV = 6 ~ \ \ ~ 'F" ~ ~ ~ X83-'1. E ' 1 i r I ~ , _ X83'-[. AT 1:5%x- LE = 6 9 ~ ~ C7.
~ ~ ~ \ / / ~ J ~ ~ ~ ~ ''Sj 1 i ~ ~ t I i~ Gtt~~
' 11J11 i9e1 Cis
~ / / / ~ ~ ~ e y i / ~ ~ V ~ ~ ~ \ ' 1 1 ~ ~LEyr = 6~ 7,5 ~ ~
/ ~ / ~ ~ ELEV - 4,5 ~ ~ \ fi•• 1. ` . fi~ , ~ 3q0 LF AT 6.2% I
/ / ~ _ ~ ~ 297 LF AT 8% I J 1:, CllentlProlect ~ ~ ~
1 ~ ~ ~ , ~ EL V - 688 R
r / ~ ~ ~ ~ 6q6_- ~ I ~ EALTICORP ~ ~ / I i ~ EL ~ p ~ i 1 ~ J 300 L AT 3.5% 7
~ L T ~ ~ ~ , i' ~ ~ ~ / ~
~ % 1 r'" ~ 1 ~ ~
i / ~ / BALLANTYNE / I ~ ~
i ! ~ l - ~ \ - - - 1~ ~ ~ 1 ~ 1 v ~ ~ ~ / CENTER
~ ~ ~ ~ ~ ~ ~ r _ / ~ ~ ~ i ~ , / ~ ~ ~ _ ~
/ ~ ~ / , / ~ - _ _ i , ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ ~ v, - ti ( Charlotte ~ i ,North Carolina ~
/ ~ ~ ~ y ~ ~ r ~ ~ ~ / i 1 ~ ~ v
/ / ~ - \ / I i ~ / l l ~ ~ ~ l , ~ \ \1 ~ - . ~ ~ , rule
\ 1 / 1 ~ ~ ~ i ~ 1 i / - ' 1,' ~ , i, \ ~
/ 1 ~ ~ ~ ~ ~ ! ~ ~ , ~ o ~ , \ e~ PRE DEVELOPMENT . , ~ ' ~ ti
Lit
MAP
XNMM c "Mom mom s1 \
Project No. Scale
oloo 11 1 v. J 1 1 73200286
0 \
Drawing No. Sheet Revision
1 1'
1 „1 _

~ ~ I
f ~ ~ ~ ~ ~ ~ g L. 7 f ~A ~ l i ~ v t , ~ ~ f ~ ~ ~ ' v.. 1 ~ ~ t i ~ ~ ~ ~ _ i ~ 1 /
~ i 1 5 ~ ~ 1 ~ ~ f \ I Stontec Consultin Inc.
~ / ~ ` ~ / / 5265 PorkwD Plazo Blvtl
! / j ~ r,-_ , ~ r- Suite 130
~ 1 ~ i ~ r ~ ~ ~ 1 ~ ~ ~ ~ L Chorlotte, NC U.S.A. 28217
~ \ v~ l 1 ~ ~ 4r ti ~ - ' ~ ~ ~ ~ _ , ~ Tel. 704,329.0900
~ ~ ~ 1 \ t I ~ / - ~ ~ 1 ti ~ ~ ~ -'"-%`.,--1 ~ ^ Faz. 704.329.0905
, I_, ~ . 1 I i \ f ~ -J ~ wwwstantec.com ~ r ~ ~ ~ ~
t ~ A ~ t, ~ ~ 1, ~ , ~ ~ ~ , L A v ~ ~ ~ ( - ~ ~ ~ . \ ~ -
~ ~ I ~ , ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ _..r ~ v ~ - ~ ~ ~ ~ . ~ ti 1 GR~PHIG ~ ~ ~ r - ~ ~ ~opYd9ht Reserved
\ _ ~ \ r- ~ ~ i ~ ti ~ - ~ _ ido so io ~ zoo ~ _ \ ~ o , - - ~ The Contractor shall v rif n
~ m ~ l ~ ~ ~ ~ \ ~ I ~ ~ ~ ~ ; ~ ~ ~ i ~ ~ f ~ ~ - . I ~ ' e y o d be responsible for oil dimensions. DO i ~ ~ ~ NOT stole the drawing -any errors or omissions shall be re orted to
\ ~ ~ v V \ 1 ~ % ~ ~ / ~ ~ ~ ~ Stontec Consultin Inc. without dela . P I ~ 9 Y
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