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Wood Partners
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Charlotte, North Carolina 28203
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DA1E:_ 07/071.2008 P.M.: Sarah Roland
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ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED
ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT
MANAGER SHALL BE NOTIFIED IN WRfTING OF ANY DISCREPANCIES
PRIOR TO PROCEEDING WITH THE WORK,
0 NELSON - ALL RIGHTS RESERVED.

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Le end of S mbals revia pans 9 Y SCHEDULE A As-Serve ed Le al Descrl tion Items Corresponding to Tabie A in 2005
Y 9 P PROPERTY llNE aA ~ Minimum Standard Detail Requirements for
_ RQAO RiGHT bF WAY UNE TRACT ONE: TRACT ONE: ^ - - - ADJACENT PROPERTY UNES
_ _ P - - ~ - ^ CONTIGUOUS OWNER LINE PARCEL ONE: (051 401 01}: AACEL ONE: (Plb ~4514010f): DEED UNE ~~i ALTA/AGSM Land Title Surveys
AS REFERENCED IN BOOK 19337 PAGE 424 M KLENBU C COUNiY PUB C E STR AND MO PARIICULA LY A& REFERENCED IN BOOK 19337 PAGE 424 MECKLENBURG COUNTY PUBUC RE STRY AND BEI D ORE PA 11 LA - ' - ' - ' - ' - CENTERLINE 4F CREEK ~ ' EC R U R q Y, RE R GI N M R CU RLY - TOP SANK OF CREEK '
DESCRIBED IN INSTRUMENT RECOROm IN BOOK 19337, PAGE 424, M£CKLENBURG COUNTY PUBUC REGISTRY, AS DESCRIED IN INSTRUMENT RECORDED IN BOOK 19337, PAGE 424, MECKLENBURG COUNTY PUBUC REGISTRY, AS FOLLOWS: FOLLOWS: BOTTOM BANK DF CREEK Item 7(b)(2) BuIL01NC squARE FaoTAGE - xa59.s6zo
TIE LINE BEGINNING AT R POINT 52 FEET NORTHEAST 4F ANp NORMAL, TO SURVEY STATION 28+x,16, SURVEY UN£ L REV; COMMENCING AT AN IRON PIN SET IN TH£ NORTHERN RIGHT-OF-WAY UNE OF EAST MALLARD CREEK OHURCH ROAD, V UNDERGROUND WATER UNE _ ~ef4O,~~t'Ir~ ~ Item 9 NO EVIDENCE OF PARKING AREAS LOCATED aN PROPERTY 9,,
THENCE IN A NORTHERLY DIRECTION IN A STRAIGHT UNE TO A POINT 90.5 FEET NORTHEAST OF AND NORMAL TO SAID IRON BEING LOCATED AT STA110N 38+02.40, 52 FEET RIGHT FROM REVISED L LiNE PER NCOOT PLANS, PROJECT FS SANITARY SEWER UNE SURVEY STATION 27+$6, 5URUEY UNE L REVISED; THENCE IN A NORTHWESTERLY pIRECiION, TOWARDS SURVEY STATION ;~iJ-25080, SHEETS 21 AND 22, AND RUNNING THENCE WITH THE NORTHERLY RIGHT-DF-WAY UNE DF EAST MALLARD Sp STORM SEWFJt UNE P /~1(S~r- I ~ ~i
13+16, SURVEY UNE Y m THE POINT ON INTERSECTION VATH THE NORTHERN PROPERTY UNE OF OERARTMENT 4F CREEK CHURCH ROAD THE FOLLOWING FOUR (4} BEARINGS AND DISTANCES TO THE POINT OF BEGINNING: ~-GAS----^ GAS UNDERGROUND GAS UNE ~ TRANSPORTAl10N (FORMERLY ETH£L M. SLOOP, WIDOWJ; THENCE fN A NORTHEASTERLY DIRECTION ALONG THE PROPERTY FO FlBEROPTIC UNE
UNE OF THE DEPARTMENT OF TRANSPORTATION {FORMERLY ETHEL M. SLOOP, WIDOW), COMMON WITH MARTIN MARIETTA N53'S4"15"W - 154.26 FEET TO AN IRON PIN SET; - - EASEMENT UNE ~ ~ Flood Hazard Area Certification •
CORPORATION, NOW OR FORMERLY, TO THE NORTHEASTERN PROPERTY CORNER Of THE DEPARTMENT OF N54'32'38"W -22,61 FEET TO AN IRON PIN SET; p OVERHERD POWER UNE TRANSPORTATION (FORMERLY ETHEL M, SLOOP, WIpOµ'), COMMON WITH PI KAPPA PHI, NOW OR FORMERLY; THENCE IN A N55'20'35"W - 274.36 FEET TO AN IRON PIN SET; uP UNDERGROUND POWER LINE I
SOUTHERLY DIRECTION, ALONG THE EASTERN PROPERTY UNE OF THE AEPARTMENT OF TRANSPORTAl1QN N57TJ0'53'W -346.38 F£ET Tp AN IRON PIN SET, SAID IRON BEING LOCATED AT THE INTERSECTION OF ERST MALLARD ~ ~ - - GUY VARE ~1y~heh~ u' (FORMERLY ETHEL M, SLOOP, WIDOW), COMMON WITH PI KAPPA PHI, NOW ()R fORMERLY, T4 A POiNT 52 FEET GREEK CHURCH ROAD AND STONE QUARRY RflAp, AND ALSO BEING THE POINT OF BEGINNING OF THE AFOREMENTIONED T UNDERGROUND TELEPHONE UNE 1~1khk'1!;tlri~~~~t Fr IN AGOORDANCE WRH NATIONAL FLOOD INSURANCE RATE MAPS ~Ar PUBi15HED BY THE UNRED STATES DEPARTMENT OF (HUD)
NORTHEAST OF ANA NORMAL TO SURVEY UNE L REVISED; THENCE IN A NORTHWESTERLY DIRECTION 52 FEET TRRCT OF EANO• ~ ---it~•----- CE U E , FEN N NORTHEAST OF AND PARALLEL TA SURVEY UNE L REUSED TO THE POINT OF BEGINNING AND CONTAINING 0,18 ACRE - St ST - SEGHT TRIANGLE UNE ~1/ HOUSING AND URB4N DEVELOPMENT, FEDERAL INSURANCE 4 ' ADMINISTRATION, AND PROVIDED BY THE fEDERAL EMERGENCY
MORE OR LESS. ANp RUNNING THENCE N13'41'15"E -58,92 FEET TO AN IRON PIN FOUND; PLANTER AREA THENCE N72'27'38"W - 8.80 FEET TO A CALCULATED POINT IN THE SOUTHERLY RIGHT-OF-WAY Of STONE QUARRY - CONTOUR UNE -MAJOR ~w~ G~F~ "Ir"e%~Adpr ~~~.~I L}r MANAGEMENT AGENCY (FEMA), FEDERAL INSURANCE 1 ~w° o ~ ADMINISTRATION (MECKLEN$URG COUNTY-NORTH CAROLINA,
THIS OESCRIP110N WAS DRAWN FROM THE MASTER PLANS FOR STATE HIGHWAY PROJECT 8.272601, MECKLENBURG RQgp; THENCE N1TH THE SOUTHERLY RIGHT-DF-WAY OF STQNE QUARRY ROAD, 505'18 43"W - 80.16 FEET Tp THE - - - - - - - CONTOUR UNE -MINOR OOUNTY' ANO FROM A GEED DATED FEBRUARY 26, 2001 BEING RECOROEp IN GEED BOOK 12138, RT PAGE 8, bF THE PAINT AND PLACE DF BEGINNING, CONTAINING 0.0059 ACRES, MORE DR LESS, ACCORDING TO A SURVEY BY ORIGIN - - PLAT UNES r COMMUNITY PANEL NUMBER 370159-Q129~E, LTIECTIVE DATE: '~,pq FEBRUARY 4, 2404: NO RENSION LISTED, THIS PROPERTY HAS SURVEYQRrS C~TIFICAl1~N;
M£GKLENBURG COUNTY REGISTRY, WITH THE AFflRE5A10 MASTER PLANS AND DEED BEING ON FILE IN THE OFFICES OF LAND SURVEYING ANp MAPPING, PROJECT X2008006,20, FlLE N0. 1OD28-8. ~ DESIGN PLAN DATA THE DEPARTMENT OF TRAN5P4RTATI4N IN RALEIGH, NORTH CARDUNA. ~ BEEN gL'TERMIHEO TO LIE gUFSIDE OF A SPECIAL FLOOD HAZARD AREA. THIS PROPERTY IS SHOWN TO 6E IN AREAS
-ORIGIN LAND SURVEYING AND MAPPING CONTROL POINT TOGETHER WITH ALL RIGHT, TITLE, AND INTEREST, IF ANY, IN AND TO iRE RIGHT-QF-WAY OF STONE QUARRY ROAD TRACT ONE: IPF -IRON PIN FOUND i~ W DESIGNATED ZONE 'x". I, DA41D J. SKIBA JR., HEREBY CERTIFY THAT THIS PLAT WAS I DRAWN UNDER MY SUPERNSIOH FROIM AN ACTUAL SURVEY MADE y.
(ALSO KNOWN AS SUPERIOR STONE QUARRY ROAD) AND IN AND TO THE RIGHT-OF-WAY OF EAST MALLARD CREEK CHURCH ROAD FORMERLY KNOWN A5 GREENS STARNES ROAD OR GREEN STARNES ROAD. PARCEL TWO; PID 5140102: IPS - IRON PIN SET - ~ UNDER MY SUPERV1510N USING DEED 4ESCRIPTlONS, AND - ~ REFERENCES AS SHOWN HEREON; THAT THE BOUNDARIfS NOT
( ) ( ~ ) ~ PK NAIL/MAG NAiL/SPIKE SET LESS AND EXCEPTING TH£ PROPERTTY C4NVEYI:'0 TD THE DEPARTMENT OF TRANSPORTATION BY INSTRUMENT RECORDED BEING LOCATED THE CITY OF CHARLOTTE, CRAB ORCHARD TOWNSHIP, MEOKLENBURG COUNTY, NORTH CAROLINA AND NF d - PK NAiL/MAG NAIL/SPIKE FOUND ' ~ ~ U t I 1 I t y I n f a rm a t' a n SURVEYED ARE CLEARLY INDICATED U51NG GEED DESCRIP110NS ~ AN? SHOWN AS BROKEN LINES;
ON BOOK 13178, PAGE 381, MECKL£NBURG COUNTY PUBUC REGISTRY. BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS: CP 0 -COMPUTED POINT
RWM~ - N.aD.p,T. CONCRETE RIGHT-~-WAY MONUMENT FOUND PARCEL TWO (051.144-02): COMMENCING AT AN IRON PIN S£T IN THE NORTHERN RI4HT-pF--WAY UNE OF' EAST MALLARD CREEK CHURCH ROAD, E~~ A - EX35TING CONCRETE MONUMENT FOUND ` iy~ ~ ?UKE ENERGY CITY OF CHARLOTTE THIS FIELD SURVEY MEETS THE REQUIREMENTS OF AN URBAN ' 526 SOUTH CHURCH STREET 600 EAST FOURTH STREET LAND SURVEY (CLASS A) AS gEFlNED WITHIN THE NORTH ~ CHARLOTTE, NC 2$2O2 CHARLOTTE, NC 29203 CAROLINA ADMINISTRATIVE CODE, TI11E 21, CHAPTER 58,
SASp IRON BEING L4CAlED AT STATIQN 36+02.00, 52 FEET RIGHT FRAM R£175£D L UNE PER NCDDT PLANS, PROJECT MORE PARTICULARLY DESCRIBED IN INSTRUMENT REGARDED IN BOOK 18454, PAGE 601, MECKL£NBURG COUNTY PUBUC aJR1-2508C, SHEETS 21 AND 22, AND RUNNING TkIENCE WiTH THE NORTHERLY RIGHT-OF-WAY UNE OF EAST MALIARp SCM ~f -SET CONCRETE MONUMENT ~ ~ TELEPHONE [phone](1 TELEPHONE: [phone] SECTION .1800 "STANDARDS OF PRACTICE FOR LAND SURVEYING ~i " 'b IN NORTH CAROUNA".
REGISTRY, AS FOLLOWS: CREEK CHURCH ROAD 1HE FOLLOWING THREE (7) BEARINGS ANA DISTANCES TO THE POINT DF BEGINNING: NCGS Ly - N.Q.C,S. M4NUMENT/II,S.G.S. MONUMENT fgUND {ZW(} N,C.D.O,T. RIGHT-OF-WAY DISX FOUND S~ 8I715OUTH GRWNDWATER & WASTEWATER
BEGINNING AT A NEW IRON ROD IN THE NORTHERLY MARGIN OF THE RIGHT-DF-WAY OF EAST MAUJsRp CREEK CHURCH 1V53'S4'15"W - 154,28 FEET TO AN IRON PIN SET; G~ ® - CpNTRCL CORNER ROAD, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THE PROPERTY OF MGB MALLARD CREEK CHURCH, LLC N5b'32'3$'W - 22.51 FEET TO AN IRON PIN SET; i - CALCULA1£D PAINT ON EASEMENT 1116 SW1H TRYON STREET HAL MARSHALL SERVICES CENTER THIS MAP WA5 DRAWN UNDER MY SUPERNSIDN FROM AN CHARLOTTE, NC 28203 700 NORTH TRYON STREET ACTUAL GPS SURVEI' MADE UNDER MY SUPERVISION; 1HAT THIS
(NOW 4R FORMERLY, REFERENCE BEING MADE TO DEED BOOK 11451, PAGE 451 IN THE MECKLENBURG COUNTY PUBLIC N5S'20'35"W - 274.38 FEET TO AN IRON PIN SET, SAID IRON BEiNG THE POINT 4F BEGINNING OF THE AFOREMENTiONED V! CI N I TY REGISTRY} ANp ALSO BEING THE SOUTHEAST OF THE PROPERTY HEREBY AESCRI$£D ANq CpNV£YED, AND RUNNING TRACT OF LAND; RRSS - RAILROAD SPIKE SET VICINITY MAP NOT TO SCALE TELEPHONE: [phone] CHARLOTTE, NC 28203 SURVEY WA5 PERFORMED TO CLASS AA FGCC SPfCIFlCATIONS 704-336-51Q3 ANO THAT I USED THE NCVRS (NORTH CARQLINA VIRTUAL
THENCE WiTH SAip MARGIN OF SAiA RIGHT-QF-WAY AND WITH 1HF ARC OF A CIRCULAR CURVE HRViNG A RADIUS OF RRSF - RAiLJiOAp SPIKE FOUND 11491.05 FEET AND A CHORD BEARING OF N 69-07-39 W 341,5fi FEET, FOR A DISTANCE IN AND ALONG SAID ARC OF N,C, -NORTH CAROLINA AND RUNNING THENCE WITH A CURVE 70 THE LEFT, HAVING A RADIUS DF 10639.43 FEET, AN ARC DISTANCE OF 346.39 TIME WARNER CABLE REFERENCE SYSTEM) AND TRIMBLE GEOMA1ICS OFFICE SOFTWARE. - - - 3140 WEST ARROWOOO ROAD PIEDMONT NATURAL GAS
341.57 FEET Tp A NEW IRON RpD; THENCE N 11-38-09 E 59.05 FEET TD A NEW IRON ROD; THENCE N 72-22-50 W AND R CHORD BEARING RNp DISTANCE OF N57'OD'53"W -346.38 FEET TO AN IRON PIN SET AT THE INTERSECTION OF D,D.T. -DEPARTMENT pF TRANSPORTATION 44,43 FEET TO A NAIL; THENCE W1TH THE SOUTHERLY MARGIN OF THE RIGHT-OF-WRY OF STONE QUARRY ROAD (A 6A EAST MALLARD CREEL( CHURCH ROAD AND STONE QUARRY ROAD; THENCE Ni3'41'15"E -58.92 FEET TO AN IRON PIN FEMA -FEDERAL EMERGENCY MANAGEMENT AGENCY I tem ~ Carres _ on p CHARLOTTE, NC 28210 4720 PIEDMONT ROW ORiVE GPS FlELD PROCEDURES AND COORDINATES WERE OBTAINEp BY
P FOOT PRIVATE ROAD RIGHT-OF-WAY) N 77-41-03 E 410.42 FEET TO A NEW IRON R00; THENCE S 09-58-03 W FOUNO• THENCE N72'27'38'W - B,SQ FEET TO A CALCULATED POINT IN THE SOUTHERLY RIGHT-OF-WAY OF STONE CS -GENERAL STATUTE a r r e s p o n d i n g t a Schedule B - S e t I a n I I TELEPHONE: [phone]D CHARLOTTE, NG 28x10 RTK NETWORK ADJUSTMENT; TELEPHONE: [phone] THAT THIS SURVEY WA5 PERFORMED QN JANURRY 24, 2006
181,06 FEET TO A NEW IRON ROD; THENCE 5 72-04-45 E 10,37 FEET TO A NEW IRON R00; THENCE S 20-07-55 W QUARRY ROAD; THENCE VATH TH£ RIGHT-OF-WAY OF STOATS QUARRY ROAD, N05'16'43"£ - 9,74 FEET TO AN IRON PIN US -UNITED STATES to Ch ~~.*a[]~ 162,49 FEET TO THE POINT DR PLACE OF BEGINNING. CONTAINING 1.$6 ACRES AS SHOWN ON A PLAT OF SURVEY BY F1US -UNITED STATES SURVEY FEET J } C h i c a g o Title Insurance C o m p a n y USING TRIMBLE RS GLASS RECEIVERS AND ALL COORDINATES ARE AREA SUMMARY DN NAD &312047/COBS 9B/GEOID 2003;
JAMES H, MAUNEY, JR., P,LS., FOR GRANTEES DATES 3-30-05 AND BEARING FlLE NO. f138. SET; THENCE CQNIINUING WiTH SAID RIGHT-OF-WAY, N77'32'08'E -368,20 FEET TO AN IRON PLN FOUND; THENCE _ L.EANNG SAID RIGHT-4F-WAY, S08'19'26~W ~ 170,52 FEET TO AN IRON PIN FOUND; THENCE 572'22'56"E - 10.42 FEET NRD -NORTH AMERICAN DATUM Com m i to Commitment N a. CH 08- 0003102 THIS SURREY WAS PERFORMED WITH 50x MINIMUM REDUNDANCY
TOGETHER PATH ALL OF GRANTOR'S RIGHT, 11TLE AND INTEREST, IF ANY, IN AND TO THE FOLLOWING pESCRIBEO TO AN IRON PIN FOUND; THENCE 520'05'49 W - 176.52 FEET TO THE POINT AND PLACF ~ BEGINNING, CONTAINING NAVD -NORTH AMERICAN VERi1CAL DATUM PROPERTY, TO W9T, BEGINNING AT R NAIL, THE TERMINUS OF 1HE THIRq CALL IN THE DESCRIPTION DF THE 1.66 ACRE 1.6286 ACRES, MORE OR LE55, ACCORDING T4 A SURVEY BY ORIGIN LAND SURVEYING AND MAPPING, PROJECT NGW -NATIONAL GEODETIC VERTICAL gANM R evi S i an AND A 95X CONFIDENCE LEVEL OF THE R051114NAL ACCURACY
1RACT HEREINABOVE DESCRIBED, AND RUNNING THENCE N 72-22-50 W 59.84 FEET TO A POINT WITHIN THE {~2008D06.20, FlLE NO. 14028-8. RIGHT-OF-WAY OF STONE QUARRY ROAD; THENCE A NEW UNE WITHIN SAID RiGHT-OF-WAY, N 77-41-p3 E 474,51 NCSR - NgtTH CAROIJNq STATE ROAD TC£ - TEMRORARY OONSTRUC110N EASEMENT (Revision #1) [February 5, 2008] TRACT ONE -PARCEL ONE - I'ID X05140101 r~TIVE TO PueusHE? PaslTlorls of THE coNmQL PaNTS.
FEET TO A P41NT IN OR NEAR THE CENTER UNE OF SAIq RIGHT-OF-WAY; THENCE S 49-58-03 W 32 FEET, MORE 4R TRACT TWA; DB/PG - 4EE0 BODK/PAGE DEf05 OF EASEMENTS TO ' LESS, TO A POINT IN THE NS#iTHERLY BOUNDARY UNE OF THE 1.86 ACRE TRACT gE5CR18ER ABOVE, AND BEING THE REMAINING AREA IN TRACT THE RATK1 of PRfC151~J WAS PERFaRMEO TO A MINIMUM _ LINEAR PRECISION RATIO OF 1:15,000. i OF EASEMENTS TO THE DEPARTMENT qF TRANSPORTATION RECORDED IN BQOK 4139, 259,1558 SQ.FT:~ 0.0059 ACRES# MSCLOSURE WAS DISTRIBUTED BY LEAST 59UARE ADJUSTMENT, i 952 ANO 954, AS SHOWN ON STATE HIGHWAY MAP BOQX 1, PAGE 746. L G7 3 f 1. `i
NORTHEAST CORNER OF SAID 1.86 ACRE TRACT; THENCE N1TH THE NORTHERLY BOUNDARY UNE OF THE 1,66 ACRE MB/PB /PG -MAP 800K/PLA7 BOOK/PAGE ~ PAGES 952 ANO 954, AS ! TRACT S 77-41-03 W 410.42 FEET Tfl THE POINT OR PLA4E OF BEGINNING, CONTAINING 0,3 ACRE AND LYING WHOLLY PARCEL ONE: (PID X05140104): (NTS} -NOT TD SCALE (RS TD 'TRACT ONE, PARCE O TRACT QNE, PARCEL ONE) (AS SHOWN ON SURVEY)
YATHIN TWE RIGHT-OF-WAY OF STONE QUARRY ROAD, AS SHOWN ON THE AFOREMENTIONED PLAT OF SURVEY. HW -HEADWALL BEING LDCRT£D THE CITY OF CHARLOTTE, GRAB ORCHARq TpWN5HIP, M£CKLENBURG COUNTY, NORTH CARDUNA AND INV -INVERT GRANT CF EASEMENT TO T AREAS SHOWN WERE CALCULATED BY COORDINATE COMPUTA110N.
70GETHER WITH kLL RIGHT, TITLE, AND INTEREST, 1F RNY, IN AND TO THE RIGHT-OF-WAY OF STONE QUARRY ROAb BEING MORE PARTICULARLY AE5CRIB£A AS FOLLOWS; RAPE -HIGH DENSITY PQLY£THYLENE (A1.SQ KNOWN AS SUPERIOR STONE QUARRY ROAD) AND 1N AND TO THE RIGHT-OF-WAY OF EAST MALLARD CREEK CMP -CORRUGATED METAL PIPE ~ (AS TO TRACT ONE, PARCE T OF EASEMENT TO THE CITY OF CHARLOTTE RECORDED IN B04K 9336, PAGE 598. TRACT ONE -PARCEL TWO -PID X05140102 THAT THf5 SURVEY IS DF AN EXISTING PARCEL OR PARCELS OF p TRACT ONE, PARCEL ONE) (AS SHOWN ON SURVEY) LAND AND DOES NOT CREATE A NEW STREET OR CHANCE AN
CHURCH RORD (FORMERLY KNOWN A5 GREENS STARNES ROAD 4R GREEN STARNES ROAD), COMMENCING AT AN IRON PIN SET IN THE NORTHERN RIGHT-OF-WAY UNE OF EAST MALLARD CREEK CHURCH R4A0, RCP -REINFORCED CONCRETE P1P£ SAID IRON BEING LOCATED AT STATION 36+02,00, 52 FEET RIGHT FROM REUSED L UNE PER NCDOT PLANS, PRO,tEOT qIP -DUCTILE IRON PIPE AR/~EA IN TRAtCT p~+ ~+1 Ex15TING STREET.
~1-250$C, SHEETS 21 ANp 22, AND RUNNING THENCE WITH THE NORTHERLY RIGHT-OF-WAY LINE 4F EAST MALLARD VCP VITRIFlED CLAY PIPE D£fO O > OF EASEMENTS TO THE DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 4127, 70943.8868 SQ,FT.t I+~~G7V ACREJl WITNESS MY ORIGINAL SIGNATURE, RECISTRATK)N NUMBER
TRACT TWA: CREEK CHURCH ROAD THE FOLLOWING THREE {3) BEARINGS AND DISTANCES TO THE P01NT DF BEGINNING: ~ CENTERLINE ~ PAGES 245 AND 247, AS , $OC -BACK OF CURB (AS TO TRACT ONE, PARCE N53'54'15"W - 154,28 FEET TO AN IRON PIN SET; PBO -PIPE BpLLARb O TRACT ONE,7P RCEL;TWO}O(AS S 4WNGDN SURVEY}T' PACE 74s' AREA IN PE,IBLIC ROAD RIGHT-QF-'WAY AND SEAL rHls
PARCEL ONE: (051-441-04) N54'32'38"W - 22,51 FEET TO AN IRON PIN SET; 50E -STORM DRAINAGE EASEMENT GRANT OF EASEMENT TO Il 1582fi.8637 SQ.FT,~ - 0.3633 ACRESf _ _ T OF EASEMENT TO THE CITY OF CHARLOTTE RECORDED IN B46K 9970, PAGE 579. 11th pAY ~ NOVGMBER ,x4os
MORE PARiCULARLY DESCRIBED IN INSTRUMENT RECORq£D 1N BOOK 11451, PAGE 438, MECKLENBURG COUNTY PUBLIC N55'20'35"W - 274,36 FEET TD AN IRON PIN SET; PDUE -PUBUC DRAINAGE do UTILITY EASEMENT 7 (A5 TO TRACT ONE, PARCE REGISTRY, AS FOLLOWS: THENCE LEAVING SAID RiGHT-DF-WAY AND RUNNING 'idTH THE COMMON UNE OF TRACT ONE, PARCEL TWO RND TRACT GDUE - GENERAL DRAINAGE dt UTILITY EASEMENT O TRACT ONE, PARCEL TWO) (AS SHOWN ON SURVEY)
TWA, PARCEL TWO ON A SURVEY PREPARED BY pRLGiN LAND SURVEYING AND MAPPING, PROJECT 1T2O08008.20, FlLE NO. 55RW SANITARY SEWER RIGHT-QF-WAY BEGINNING AT A PAINT IN THE CENTER OF SUPERIOR STpN£ QUARRY RORD, SAID POINT BEING THE NORTHEAST CORNER 10028-B THE FOL.LOVANG TWO (2) BEARINGS ANp pISTANC£S TO AN IRON PIN FOUND; pqB -POINT OF BEgNNING EASEMENTS CONTAINED IN TRACT TWO -PARCEL ONE -PID X05140104
~ THAT TRACT OF LAND CONVEYED TO JOHN A. WILSON ANp VAFE, ULY HILT4"I WILSON, NY J,A, KiRK AND WIFE, CORA CMN COLUMN BOOK 13178, PAGE 381. S, KIRK, RECORDED IN BOOK 2359, PAGE 315, IN THE M£CKLENBURG COUNTY REGISTRY, AND THENCE RUNNINGS 17-OB N20'95'49"E - 176,52 FEET TD AN IRON PIN FOUND; PID -PARCEL IDENTIFlCATION NUMBER V (AS TO TRACT ONE, PARCE 113178~PAGE ~1 IN DEED TO THE DEPARTMENT OF TRANSPORTATION RECORDED IN AREA IN TRACT O TRACT ONE, PARCEL ONE) (AS SHOWN ON SURVEY) 20QQ,1449 SQ.FT,~ - ,0459 ACRES ~
W 220,78 FEET TO A POINT; THENCE RUNNING IN A NORTHEASTERLY gIRECTIpN, N 11-10 E 209.638 FEET TO A POINT, N72'2266"W - 10.42 FEET TO AN IRON PIN FOUND, SAID IRON BE1NC THE POINT DF BEGINNING OF THE FF£ ,FINISH FLOOR ELEVATION THE CENTER OF THE SUPERIOR STONE QUARRY ROAD, 1H£NC£ N 77-44 E 25 FEET TO THE BEGINNING. AFOREMENTIONED TRACT OF LANG: HVAC -HEATING, YEFITILATION k AiR CONDITIONING
TOGETHER W1TF1 ALL RIGHT TITLE AND INTEREST IF ANY IN AND TO THE RIGHT-OF-WAY OF STONE QUARRY ft0A0 _ UST -UNDERGROUND STORAGE TANK DEEDS OF EASEMENTS TO THENCE N08'19'26`W - 170.52 FEET TO AN IRON PIN FOUND [N THE SOUTHERLY RIGHT-OF WAY Of STONE QUARRY BSTV -BELL SOUTH TELEPHONE VAULT rt PAGES 327 AND 329, AS r OF EASEMENTS TO THE DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 4124, AREA I/yN PUBLICRyOAD R/I~Gr~HAT~.-t?F-W~A1Y ~ (Plsj
(ALSO KNOWN AS SUPERIOR STONE QUARRY ROAD). RORD; THENCE RUNNING A UNE WiTHIN SAID RIGHT-OF-WAY, N78'46'34"E - 25.00 FEET TO AN IRON PIN SET YWTWIN FDC -FIRE DEPARTMENT CONNECTION V (AS Tp TRACT TWO, FARCE i 327 AND 329, AS SHOWN ON STATE HIGHWAY MAP BDO1S 1, PAGE 746. 1071.1036 SQ.FT.t - 0,0246 ACRES NC RfGISTRAl1ONO MBFR L-43 O TRACT TWO, PARCEL TWO) (AS SHOWN ON SURVEY)
SAID RIGHT-OF-WAY; THENCE [SAVING SAID RiGHT-OF-WAY AND RUNNING 515'49'32"W - T8D,44 FEET THE POINT AND TWCV -TIME WARNER CABLE VAULT PLACE OF BEGINNING, CONTAINING 0.0459 ACRES, MORE OR LESS, ACCORDING TO A SURVEY BY ORIGIN LAND BH -BUILDING HEIGHT
PARCEL TWO (051-401,46): SURVEYING AND MAPPING, PROJECT X2008006.20, FlLE NO, 10628-B. POC POINT OF COMMENCEMENT GRANT OF EASEMENT TO TI r OF EASEMENT TO THE CITY OF CHARLOTTE RECORDED IN BOOK 9499, PAGE 834, TRACT TWO - PARCEL TWO PID X05140106 0 TRACT PNq. PARCEL TW'4} (AS SHOWN ON SURVEY} AREA IN TRACT
MORE PARTICULARLY DESCRIBED IN INSTRUMENT RECORDED IN B40K 11451 PAGE 451 MECKLENBURG COUNTY PUBUC PDB POINT OF BEGINNING I I (A5 TO TRACT TWA. PAftCF REGISTRY, A5 FOLLOWS: ~ ~ TRACT TWO: IOU - IRRIGATION CONTRA VALVE
BEGINNING AT A POINT LOCATED WITHIN THE RIGHT-OF-WAY OF MALLARD CREEK CHURCH ROAD, SAID POINT BEING THE PARCEL TWO; PID ST44i06 : BH -BUILDING HEIGHT EASEMENTS OONTAINED IN { fry ) FCP - FLAGPOLE 1 IN BOOK 11937, PAGE 838, LENTS CONTAINED IN FEE AMPLE DEED TO THE DEPARTMENT OF TRANSPORTATION RECORDED 12057fi.9841 SQ.FT.f - 2.7681 ACRES QK 11937. PAGE 638. AREA IN PUBLIC ROAD RIGHT--OF-WAY ~~`"~``y~~T I~t'''''
SOUTHEAST CORNER OF PROPERTY pESCRIBEU IN DEED B40K 4095, PAGE 401, MECKLENBURG COUNTY REGISTRY, SAID ESE -ELECTRIC SERViCE ENTRANCE POINT BEING ALSO LOCATED 1HE TWO FOLLOWING COURSES AND DISTANCES FROM AN ALUMINUM CAP & IRON PIN (N.C. BEING LOCATED THE CITY OF CHARLOTTE, CRAB ORCHARD TOWNSHIP, MECKLENBURG COUNTY, NORTH CAROLINA AND PIV -POST INDICATOR VALVE (AS T4 TRACT TWO, PARCE 0 TRACT TWO, PARCEL TWq) (AS SHOWN ON SURVEY} 'Y V J f.
DEPT. OF TRANSPORTATION NORTHERN RICH-OF-WAY MARKER AT STATION 34+47.79} (1) N 55-27-09 W 21.74 FT. TO BEING MORE PARTICULARLY DE5CRIBEp AS FOLLOWS: CP _ GENERATOR PAD A POINT AND (2} S 25-43-53 W 43.68 FT, TO THE POINT OF BEGINNIN(n RUNNING FROM BEGINNING PgNT ALONG A DT - DiESEL TANK DEEDS pF EASEMENT Tp TI 11121.2372 SQ.FT.f - 0.2553 ACRES I OF EASEMENT Tp THE gEPARTMENT OF TRANSPORTATION RECORDED EN BOOK 4173, 1 „ z,
OOMMENCING AT AN IRON PIN SET IN THE NQRTHFRN RIGHT-4F-WAY UNE OF EAST MALLARD CREEL( CHURCH ROAD, ~ UNE NATHM THE RIGHT-OF-WAY OF MALLARD CREEK CHURCH ROAD N 55-27-09 W 276.24 FT, TO A POINT, THE PAGES 781 AND 383, AS , SAID IRON BEING LOCATED RT 5TA110N 36+02.00, 52 FEET RIGHT FROM REVISED L LINE PER NCOOT PLANS, PROJECT TC -TRASH CAM AS 70 TRACT THREE COMMON CORNER OF PROPERTY OESCRLBED IN DEED BOOK 6183, PAGE 216 AND DEED BOOK 2953, PA(~ 292; iHENCE ~U-2508C, SHEETS 21 AND 22, AND RUNNING THENCE WITH THE NORTHERLY RIGHT-OF-WAY UNE OF EAST MALLARD B$G -BASKETBALL COAL ( ) (AS i 381 AND 383, AS SHOWN ON STATE HIGHWAY MAP BOOK 1, PAGES 746 AND 747, nA _
ALONG THE EAST UNE dF PI KAPPA PHI BLDG, CORP. AT UNCC (DEED BQOX 6183, PAGE 216) PROPERTY THE TWO (2) CREEK CHURCH ROAD THE FOLLOWING THREE (3) BEARINGS AND DISTANCES TO THE POINT QF BEGINNING: EOM -EMPLOYEE OF THE MONTH 0 TRACT THREE) (AS SHOWN ON SURVEY) TRACT THREE PID ~CC}51401 O7 ( j M s~~A, ~ ~
FOLLOWING COURSES AND DISTANCES: (1) N 20-08-40 £ 204.03 FL TO AN IRON PIN, AND (2) N 72-45-15 W 1D.37 FT, TO AN IRON PIN, A pOMMON CORNER OF SAID PI KAPPA PHI AND HARRY 5. KiRK {DEED $ODK 2669, PAGE 454}; GRANT OF EASEMENT TO P N53'S4'l5"W - 154s28 FEET T4 AN IRON PIN SET; ~ T OF EASEMENT TO THE CITY OF CHARLOTTE RECORDED IN BOOK 161}02, PAGE. 486, AREA IN TRACT 1t ~ ~
THENCE ALONG SAiD KIRK PROPERTY N 18-49-59 E 170.80 FT. TO AN IRON PIN IN THE UNE OF STONE OSJARRY ROAD N54'32'38'W - 22.51 FEET TO AN IRON PIN SET; j ~ 9LD SUBDINSION LOT NUMBER (AS TO TRACT THREE) (AS (MARTIN MARIETTA CORP, PROPERTY) (DEEP BOOK 7687, PAGE 632); THENCE ALONG SAIq STONE QUARRY RpAd 0 TRACT 'THREE) (AS SHOWN ON SURVEY) 159711.7427 SQ.FT.~ - 3.fifi65 ACRES ' ,f ~ „ uK tij_
(MARTIN MARIETTA PROP) THE TWO (2) FOLLOVNG COURSES AND DISTANCES: (1} N 64W04-02 E 188.64 FT. Tfl RN N55'20'35"W - 274.36 FEET TO AN IRON PiN SET; DQV VALVE IRON PiN, ANq (2 N 55-53-02 E 34.22 FT. TO AN IRON PIN, A COMMON CORNER OF MARTIN MARIETTA GDRP, AND EASEMENTS CONTAINED IN LENTS CONTAINE? IN DEFA TO THE DEPARTMENT OF TRANSPORTATION RECORDED IN AREA IN PUBLIC ROAD RIGHT-4F-WAY r,~~~~a~` u~ t`;
) THENCE LEAVING SAID RIL~IT-OF-WAY ANO RUNNING PATH THE COMMON UNE DF TRACT ONE, PARCEL TWD 6h1 A ()ASV -SEVER VALVE q BOOK 12978, PAGE 421, LESTER HERLOCKER & ASSOCIATES PROPERTY (PEED BOOS( 5647, PAGE 526); THENCE ALONG THE WEST UNE OF SAID SURVEY PREPARED eY ORIGIN LANG SURV£11NG AND MAPPING, PROJECT ~20D$008,20, FILE ND, 10028-B THE 771,05 jBE -SPOT ELEVATION I ~ (AS TO TRACT THREE) (AS HERLOCISER PROPERTY THE THREE {3) F(}LLOVANG COURSES AND DISTANCES (1) S 06-39-W E 328,65 FT. TO AN IRON FLOWING TWp (2) BEARINGS AND AISTANC£S; ~ MBX -MAILBOX o2~R~Aer n~REEi'(AS sH4WN QN suRVEY} 15815.5088 S4.FT.~ - Q.3fi31 ACRESf '''f " ~1`°` ~~irEf}I~~R~~~~4
PIPE, (2) 5 15-51-24 W 77,96 FT. TO AN IRAN PIPE, AND (3) S 25-43-53 W 242.87 FEET TO A POINT, THE PLACE Q Cp ^ CLEAN OUT
OF BEGINNING, CONTARNING 3.039 ACRES MDR£ OR LESS. N20'05'49"E - 176,52 FEET TO AN IRON PIN FOUNA; ~ Pp -POWER POLE q G RIGHT-OF-WAY OF STONE -OF-WAY OF STONE gUARRY ROAD a/k/a SUPERIOR STONE QUARRY ROAD, TOTAL A D~A 0 ALL TRACTS} (AS SHOWN ON SURVEI') f1f~ _ _
THE ABOVE DESCRIBED 3,039 ACRE TRACT IS SUBJECT TO THE EXISTING RIGHT-OF-WAY OF MALLARD CREEK CHURCH N72"22'56"W - 10,42 FEET TD AN IRON PIN FOUND; # LP -LIGHT PO[E 16 (AS TO ALL TRACTS} (RS ! ROAD AND THE NEW RIGHT~OF-WAY FOR MALLARD CREEK CHURCH ROAD (N,C. DEPT, OF TRANSPORTATION PROJECT THENCE RUNNING WITH THE OOMMON UNE OF TRACT TWO, PARCEL ONE, N15'49'32"E - 180.44 FEET TO AN IRON PIN "-17-'5 -SIGN ®-WELL _ . 397585.7834 SQ.FT.f - 9.1273 ACRES
8.2fi72803 (TiP U-2508C), ALSO BEING SUBJECT TO A CONSTRUCTION EASEMENT A5 SHOWN ON SUBJECT PROUECT SET WITHIN THE RiGHT-OF-WAY OF STONE QUARRY ROAD; THENCE RUNNING WITHIN SAID RIGHT-OF-WAY, N7029'S1"E, C GA -GUY ANCHOR 8.2672603 PLANS. GR0551NG SAID RIGHT-OF-WAY UNE AT 117.49 FEET AND RUNNNG A TOTAL DISTANCE Of 175.14 FEET TO AN IRON PIN State
FOUND; THENCE N55'49'S9"E - 34.19 FEET TO AN IRON PIN FOllNO; THENCE SO6'45'32"E - 208,51 FEET TO AN IRON CBX -CABLE BOX m ALSO SHOWN ON SURVEY BY ROBERT a BURNS, gATEq MAY 15, 2000 ANp REUSED 7-15-00, PIN FOUND; THENCE SD6'41'02'E - 120.08 FEET TO AN IRON RIN FOUNb; THENCE S15'S8'S5"W -77.92 FEET TO AN ? TBX - TELEPHONE BOX Statement of Encroachments
p PBX -POWER BOX TOGETHER VATH ALL RIGHT, TITLE, AND INTEREST, IF AMY, IN AND TO THE RiGHT-OF-WAY OF STONE QUARRY ROAD IRON PIN FOUND; THENCE 525'49'28"W - 194.41 FEET TO AN IRON PIN SET IN THE NORTHERLY RIGHT-DF~WAY UNE Of p pl -DROP INLET
(ALSO KNOWN A5 SUPERIOR STONE QUARRY ROAq) AN0 IN ANq TO THE RIGHT-OF-WAY OF EAST MAL1,kRD GREEK EAST MAL1?Rp CREEK CHURCH ROAD; THENCE WITH A CURVE TO THE LEFT, HAVING A RADIUS OF 14639.43 FEET, AN m TAM - TELEp}ION£ SfR,YICE p-MARK THERE ARE NO ENCROACH CHURCH ROAD (FORMERLY GREENS STARNES ROAD OR GREEN STARNES ROAD). ARC LENGTH OF 274.37 FEET ANq A CHORD BEARING AND DISTANCE OF N55'2O'35°W - 274,36 FEET TO THE POINT 0 FOCM - FlBEROPTIC CABLE MARKER f ARE NO ENCRQACHMENTS LOCATED ON 1HE SUBJECT PROPERTIES.
AND PLACE OF BEGINNING, CONTAINING 27881 ACRES, MORE OR LESS, ACCORDING TD A SURVEY BY ORIGIN LAND LESS ANp EXCEPTING THE PROPERTY CONVEYED TO THE DEPARTMENT OF TRANSPORTATION BY INSTRUMENT RECORDED SURVEYING AND MAPPING, PROJECT X2008066,26, FlLE N0, 10028-B. ®SSMH -SANITARY SEWER MANHOLE Li
IN 800K 11937, PAGE 638, MECKLENBURG OOUNTY PUBllC REGISTRY. - SiJMH -STORM DRAIN MANHOLE Legal References
TRACT THREE: - ® WMH -WATER MANHOLE OEEA BOOK 170E DEER BOOK 17083, PAGE 798 DEED BOOK 2359, PAGE 315
TRACT THREE; PARCEL TWO: (PID X45140107): GMH - GRS MANHOLS DEED BOOK 577: Q DEED B4DK 246{ DEED BOOK 5775, PAGE 756 DEED BOOK 1297$, PAGE 421 DEED BOOK 20607, PAGE 271 DEED BOOK 21443, PACE 583
PARCEL ONE: (051•-401-07) BE]NG LOCATED THE CiTf OF CHARLOTTE, CRAB pRCHARO TOWNSHIP, MECKLETJBURG COUNTY, NORTH CARDUNA AND ~ BSMH -BELL SOUTH MANHOLE DEED BOOK 782; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ~ -LAMP DEED BOOK 928( DEED BOOK 7822, PAGE 721 DEED BOOK 26889, PAGE 899 DEED BOOK 92$6, PAf~ 1q5 DEED BOOK 11937, PAGE 638
MORE PARTICULARLY pESCRiBEp IN INSTRUMENT RECORDED IN BOOK 5647, PAGE 526, MECKLENBURG COUNTY PUBLIC ~ DEED BOOK 222 REGISTRY, AS FOLLOWS: BEGINNING AT AN IRON PIN SET IN THE NORTHERN RIGHT-DF-WAY UNE OF EAST MALLARD CREIX CHURCH ROAD, SAID ~ GM -GAS METER DEED BOOK 1121 DEED BOOK 22220, PAGE 565 DEED BOgK 9499, PAGE 834 DEED BOOK 11211, PAGE 601 DEED BDOK 1317$, PAGE 381 ~ ~
IRON BEING LOCATED AT STATION 36+02,04, 52 FEET RLCHT FROM REVISED L UNE PER NCDDT PLANS, PROJECT DEED BOOK 732{ BEGINNING AT AN EXISi1NG IRON PIN IN THE NORTHERLY MARGIN OF 6O FOOT W1Df MAU.ARD CREEK CHURCH ROAD, ~J-2508C, SHEETS 21 AND 22, AND RUNNING THENCE WITH THE NORTHERLY RIGHT-OF-WAY UNE OF EAST MALLARD GW GAS VALVE DEED BOOK 8561 DEED BOOK 7320, PAGE 560 DEE? BOOK 9970, PAGE 539 DEED BOOK 8567, PAGE 637 DEED BDOK 4127, PAGE 247 ALTA /A C S M L a f~ d T i t I 0 Survey ~ U~
WHICH BEgNNING IRON IS ALSO THE SOUTHEAST CORNER OF THE PROPERTY OF NEWTON A, BARNEITE, ET UX, UNDER CREEK CHURCH ROAD, N53'54'15"W - 154,28 FEET T4 AN IRAN PIN SET; THENCE WITH A CURVE TO THE LEFT, HAVNG ~ WM -WATER METER DEED BOOK 1$19 DEED DATED AUGUST 16, 1978 AND RECORDED IN MECKLSNBURG PUBLIC REGISTRY IN DEED BOOK 4095 AT PAGE 401, A RADIUS OF 10639.43 FEET, AN ARQ DISTANCE OF 22.51 FEET AND R CHORD BEARING AND DISTANCE 4F ~ DEED BOOK 1217 DEED BOOK 1$191, PAGE 395 DEED BOOK 4127, PAGE 245 DEED BOOK 12178, PAGE 695 DEED BOOK 9336, PAGE 596
REFERENCE TO WHICH IS HEREBY MRDE, AND RUNNING THENCE FROM BEGINNING IR1ki NORTH 25-37-10 EAST 242.85 N54'5432"38"W -22.51 FEET TD AN IRON PIN SET; THENCE LEAVING SAID RIGHT-4F-WAY AND RUNNING Wr ~ 1"iV -WRIER VALVE DEED BOOK 1891 DEED BOOK 1$914, PAGE 6O DEED BOOK 10002, PAGf 486 DEED BODK 18814, PAGE 57 DEED BO01( 4173, PAGE 383
FEET W1TH THE EASTERLY LINE OF THE AFORESAID BARNETTE PROPERTY T4 AN IRON PIN; 1HENCE CONTINUING WITH DEED BOOK 1881 TWO OR MgiE OF BARNETTE'S UNES, N25'49'2$"E - 194.41 FEET TO AN IRON PIN FOUND; THENCE N15'S8'55"E -77.92 FEET TO AN IRON PIN FOUND; FH - FlRE HYDRANT DEED BOOK 1691 NORTH 15-47-20 EAST 78,05 FEET TO AN IRON PIV• THENCE NORTW 6-54-43 THENCE NO6'41'02"W - 120,06 FEET TO AN IRON PIN FpUNp; 1HENGE NOB'45'32"W - 20$,$1 FEET TO RN IRON PIN DEED B6DK 16914, PAGE 54 DEED BOOK 4173, PAGE 381 UN(+~i,W00R Project DEED BOOK 4521, PAGE 895 OEE4 Bgac 4124, PAGE 329
WEST THROUGH AN EXISTING IRON PiN AT 124.03 FEET AND CONTINUING 208.5fi FEET FOR A COMBINED DISTANCE OF DEED BD4K 4521 328,59 FEET TO AN IRON PiN IN THE EASTERLY MARGIN OF STONE QUARRY ROAD; THENCE N11W THE EASTERLY MARGIN FOUND; TFIENCE N45'19'31"E - 92.00 FEET TO AN IRON PIN SET; THENCE N40'4020 E - 78.41 FEET 70 AN IRON PIN ~ GB - CATCH BASIN D££D BOOK 766; PEED BgDK 7667, PAGf 632 DEED BODI( 4124, PAGE 327 T3&C Protect Na. 20071992.001 L
OF STONE QUARRY ROAD, NORTH 45-10-17 EAST 92 FEET TO A PIN; THENCE CONTINUING WITH THE EASTERLY MARGIN FOUND; THENCE 589'09'50"E - 109.06 FEET TO AN IRON PIN FOUND; 1HENCE WITH A CURVE TO THE LEFT, HAVNG A DEED B4DK 193 RADIUS OF 239.90 FEET, AN ARC DISTANCE OF 116.45 FEET AND A CHORD BEARING ANp 01STANC£ OF DEED BOOK 9654 OF STONE QUARRY ROAD, NORTH 40-31-i6 EAST 7$,41 FEET TO RN EXISTING IRON PIN IN THE MARGIN OF SAID ROAD; DC8 -DOUBLE CATCH BASIN DEED B4DK 19337, PAGE 424 DEED BDOK 4139, PAGE 954 Charlotte DEED BOOK 96545, PAGE 601 DEED B40K 4139, PAGE 952 Intersection of Stone Rua Rd and fast Mallard Creek Church Rd,
THENCE SOUTH 89-22-17 ERST 108,96 FEET TO AN IXD IRON PIN IN THE WESTERLY MARGIN OF BONNIE CONE LANE; 507T)4'47"W - 115,31 FEET TO AN IRON PiN SET; THENCE 506'45'22"f - 298.66 FEET TO AN IRON PIN FOUND AT THE 1924 -INDICATES PROPERTY ADDRESS PEED BD4K 1145 THENCE WiTH THE WESTERLY MARGIN Of BONNIE CONE LANE SOUTHWAROLY IN FOUR COURSES AS FOLLOWS: (1) WITH ENDING POINT OF BONNIE CANE LANE RIGHT-4F-WAY; THENCE RUNNING WiTH SAID RLCHT-OF-WAY THE FOLLOWING DEED BOOK 1145 DEED BOOK 11451, PAGE 43$ ~ ~ ~ ~ L DEED BOOK 11451, ?AGE 451 ChBrlatte, Nt; 282'93
THE ARC 4F A CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 239.90 FEET, AN ARC DISTANCE 115.26 FEET; (2) FIVE (5} BEARINGS AND DISTANCES; DEED BOOK 5841 SOUTH 6-57-44 ERST 357.01 FEET 3 Wi1W THE ARC OF A CIRCULAR CURVE T4 THE RIGIiT HAVING A RADIUS OF ~ - CON1R4l1ED ACCESS DEED BOOK 4521 PEED BOOK 5647, PAGE 526 MAP BOOK 21, PAGE 275 DEED BOOK 4521, PAGE 695 MAP BOOK 21, PAGE 391 Surveyor's Certiflcatfon t}
306.78 FEET AN ARC DISTANCE Of 175.77 FEE7~ AND 4 SOUTH 25-51-59 WEST 195.74 FEET TO AN EXISTING 546'45'22"E T 58,35 FEET TQ AN IRON PIN SET; THENCE WITH A CURVE TD THE LEFT, HAVING A RADIUS 4F 306.78 DEED $001( 183, i OF FEET, AN ARC LENGTH OF 177.72 FEET ANA A CHORD BEARING ANq INSTANCE OF 510'09'51"W - 175.24 FEET TO AN A DEED BOOK 220: CONCRETE MONUMENT; THENCE 50U1W 83-48-W WEST 63,44 FEET TO A NEW IRON PIN IN THE NORTHERLY MARGN DEED BOOK 1$334, PAGE 912 MAP BOOK 22, PAGE 11 ~ ~ J I DEED BOOK 22033, PAGE 669 MAP BOOK 1, PAGE 746-748 aC
MALLARD CREEK CHURCH ROAD; liIENCE W91H THE NORTHERLY MARGIN OF MALLARD CREEK CHURCH ROAD, IRAN PIN SET; THENCE 526'04'17"W -56.65 FEET TO AN IRON PIN FOUND; THENCE N64'33'04"W - 30.OD FEET TO AN NORTH 53-48-DO WEST 195.39 FEET TO THE POINT AND PLACE OF BEGINNING, REVD CONTAINING 4.030 ACRES, MORE IRON PIN SET; THENCE 525'26'56"W - 94,19 FEET TO AN IRON PIN SET AT THE INTER5ECTiDN OF THE RIGHT-OF-WAY ~ PAVED To: Chicago Title Insurance Company and WP Gast Aaquisitions, LL.C. ~ U 0
OR LESS, AND AS SHOWN ON A MAP OF BOUNDARY SURVEY BY JACK R. CHRISTIAN AND ASSOCATES, REFERENCE TO OF BONNIE CONE LANE AND EAST MALLARD CREEK CHURCH ROAD; THENCE WITH THE RIGHT-OF-WAY OF EAST ~ O' SAID PLAT BEING HEREBY MADE. MALLARD CREEK CHURCH ROAD, 588'46'09"W - 47.50 FEET TO THE POINT AND PLACE Of BEGINNING, CONTAINING Zoning Information The undersigned certifies that to the best of his professional knowledge, L ~ p
3.6665 ACRES, MORE OR LESS, ACCORDING T4 A SURVEY BY ORIGIN LANb SURVEYING AND MAPPING, PROJECT t+'~~'"''~a~r~%`L'u'L~~` ~~.,~,,~,~h~~,a' GRAVEL information and belief, this map or plat and the Survey an which it is ~ ;iti
TOGETHER WITH ALL RIGHT, TITLE, RNO INTEREST, IF ANY, IN AND TO THE RIGHT-OF-WAY OF STONE QUARRY ROAD X2008006.20, FILE N0. 10028-B. ~ti~~`ovi _n. THE SUBJECT PROPER (ALSO KNOWN A5 SUPERIOR STONE QUARRY ROAD} AND IN AND TQ THE RIGHT-OF-WAY OF EAST MALIARp CREEK ~~r~ Y AHD IS SUBJECT TO 1 1HE SUBJECT PROPERTY IS ZONED R-17MF (CO) - (RE20NING PETITION NUMBER 2006-078} based were made an the date stlown below of the premises specifically ~ O ~ aHq Is suBJECr To THE FouoW1NG RecuLATIaNS: described in Ctlicago Title Insurnnce Company Commitment No. V ~I ~ ,
CHURCH RORD (FORMERLY KNOW AS GREENS STARNES ROAD OR GREEN STARNES ROAD). •~'a~.y:-`:~~:ly~~;k" ~tie";;t ~1~;''':;", SiTE ARER: 8,12 ACRI CH08-0003102, (Revision ~1) [February 5, 2008] and were made: (i) in - i1TE AREA: 8,12 ACRES u . .
LESS AND EXCEPTING THE PROPERTY CONVEYED TO 1HE DEPARTMENT OF TRANSPORTAl10N BY INSTRUMENT RECORDED TAX PARCEL ID: 0514 IN $OOK 12978, PAGE 421, MECKLENBURG COUNTY PUBUC REGISTRY. PROPOSED UNITS: 131 TAX PARCEL 10: 05144101, 45140102, 85140104, 05140106, 85140107 accordance With MlnJmum Standard Detail Requirements for ALTA/AGSM ~ ~ ~ ~
BUILDING DETAIL RIP RAP PRQPOSED PARKING; 'ROPOSED PARKING; 385 SPACES (x.O SPACES(PER3~T}) Land Title Surveys," jointly established and adopted by ALTA and NSP5 in ~ ~ ~ ~ 2005; (ii) in accordance with the "Survey Requirements for Wood Parkners J 31KE PARKING REQUIRE?; 7 SPACES (1 PER 20 UNITS) I
ASSURANCE NOTE NAT T~ SCALE BIKE PARKING PR6VID 31KE PARKING PROVIDED; 20 SDrveys dgted D1~15/2DD8", qnd InCIUdES items 1, 2, 3, 4, 6, 7a, 741, a ~ )RASH cau.fcTION: 4o Culllc YARD coMPAOT6R 7b2, 8, 9, 10, 11a, 11b, 13, 14, 16, 17, 18 of TQble A specifically ~ co
THIS OESCRIP114N DESCRIBES ALL THRT CERTAIN PROPERTY CITED W11HIN THE CHICAGQ TITLE INSURANCE COMPANY, CONSTRUCTION AREA 1RASH COLLECTION: 4 COMMITMENT N0, CH08-DDD3102, AND BEARING AN EFFECTIVE DATE 4f DECEMBER 20, 2007 AT 7:04 AM, AND ALL THAT a+, :I~'~`'~.'-.',„';',';;.1` RECYCLE COIlECTIDN: ` ~ ~ ...y . MINIMUM SETBACK: 3( ZECYCLE COIlECT1RN, 2 RECYCLE STATIONS 144 SQ,FT, EACH defined therein, and Ili Pursuant to the ACCUfaC Stnndnrds as ado ted ~ ~ ~ ~ MINIMUM SETBACK: 30 FEET ~ ) Y p b
PROPERTY DESCRIBm IN DEED BOOK 5847-PAGE 528, DEED BOOK 11451-PAGE 438, DEED BOOK 18545-PAGE 601, r~; ,.:r'i. MINIMUM SIDE YARD: DEED BOC1{ 19337-PACE 424 AND DEED BOOTS 11451-PAGE 451 OF THE MECKLENBURG COUNTY, NORTH CARDUNA PUBLIC , ' ~ ry ; " ;1 DECK MINIMUM REAR YARD; MINIMUM SIDE YARD: 1D FEET by ALTA and NSPS and in effect on the date of this certifiaatian, 0
REGISTRY, • •:a:i.::.+. ~ MINIMUM OPEN SPACE .p, As~+uT ~ OP E PR Vl E , . , MINIMUM REAR YARD; 40 FEET undersigned further certifies that in my professional opinion, as a land ~ ~ ~ MINIMUM OPEN SPACE: 45X
~ " ';K s;. MURAL AREA EN R . ~ oo11~E1E~;.~ .y~~ , , CPEN sPAGE rrngwDE6: 46X surveyor registered in the State of North Carolina, the Relative Positional ~ ~ ~ Accuracy of this survey does not exceed that whiah is speaified therein.
r. , ~ FOR MORE INFORMATII ' • C~T~a~ NaTE 1;":.:'.,,x:41 KEITH MacVEAN, PRO( ~qR MORE INFORMATION, CONTACT: pp~~ ~ ~ (EITH MacVEAN, PROGRAM MANAGER Y/ '4"~
$ ONCE IN A LIFETIME INVESTMENTS, LLC CHARLOTTE-MECKLENI 433 SUNDON?J ROAD o0 1j'•':`;~,a TBM - TfMPORRRY BENCHMARK 600 EAST FOURTH ST CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT ~ ~ ~ ~ iO0 EAST FOURTH STREET (8th FLOOR) ~ ~ a ly
COQRDINATE5 WERE DETERMINED BY GP5-VRS SITE CALIBRATION USING 1'.';a;,'''~ NAVp 88 ELEVATIONm80D.24' CHARLOTTE, NC 2821 MOORE5VILLE, NC 28117 704-336-3818 NCGS MONUMENTS: DEED BOOK 19337, PAGE 424 1 STORY BRICK [ 704-336-3369 "HARLOTTE, NC 2$202 764-336-3818 ~ ¦
SPI6ELLA BUILDING HEIGHTA16.8' m 1~:-"`.;'~';~':rV 704-336-3369 ~ ~ ~
PR4IUON DEED BOOK 18545, PAGE 601 ~ ,•,:,,a r~ C', a QUEENS T•.,, ~,1 David J. Skiba, Jr,, PLS ~ ~
TSQUARE MG6 MALLARD CREEK CHURCH, LLC ~ ~ 9800 MARY ALEXANDER ROAD ~.':;,^'`r,. Re istration No. L-4309 In the State of North Carolina ~ rr~~~ > tr~j
a PROJEGr BENCHMARK CHARLOTTE, NC 28262 ~ Date of Survey: January 23, 2008 V ~
ORIGiN LAND SURVEYING AND MAPPING CONTROL POINT X1 DEED BOOK 11451, PAGE 451 : ~.~'':'r~`: ; - FYI` M iSCe!laneQUS Hates 7D" R£BAR PATH CAP DEED BOOK 11451, PAGE 438 Date of Last Revision: May 12, 2008 ~ ~ U p Network Projea# No, 20071982-1 ~ ~ ~
ELEVATION = 875,55' 17. IN OUR QPINI~+I THE RECORD LEGAL DESCRIPTION AN? THE
NAVD 88\GEOID D3\GP5 DERIVED 1, NO CHANGES IN STREET RIGHT-pF-WAY UNES EITHER BEiNG PERFORMED 9. PROPERTY CORNERS SHOWN IN SOUR CIRCLE W1JiE LOCATED BY ACTUAL 17. IN OUR OPINIq LESTER HERLOCKER & AS50CIATES, INC. OR PROPOSED AT THE TIME OF THIS SURVEY. FlELD SURVEY, RS-SURVEYED LEG AS-SURVEYED LEGAL DESCRIPTION DESaTIBE APPRO%IMATELY THE SAME Survey Performed By: ~ ~ Z PRQP£RTY, Origin Land Surveying and Mapping ~
GSTID COORDINATES AND AS-SURVEYED BEARINGS ARE BASED ON NORTH 1718 EAST 8th STREET PROPERTY, CHARLOTTE NC 28204 2, ND 0$SERVABLE EVIDENCE OF EARTH MONNG WORK, BUgDINC 10. COMPUTED POINTS ARE SHOWN AS OPEN TRIANGLES CARpLINR STATE PLANE COORDINATE SYSTEM, ~ GONSIRUC110N OR $UILpING ADDITIONS WITHIN REGENT MONTHS, 18. THERE IS NO E 1$. 1HERE IS NQ EVIDENCE OF ANY CEMETERIES DR BURIAL GROUNDS 4D6 South Chaster Street, SuitQ 10D
DEED BOOK 5647, PAGE 526 11. IRON REBAR (30' X 1/2") SET AT CORNERS UNLESS OTHERWISE Np1Ep. LOCATED ON THE ; LOCATE(? ON THE SUBJECT PROPERTY. GaStOnia, NC 28052 ~ ~ ~ ~
TO OBTAIN GRID DISTANG£S MULTIPLY $Y THE COMBINED GRID FACTOR 3. NO OBSERVABLE EVIDENCE OF A SOLID WASI£ DUMP, SUMP, OR (AVERp,GE COMBINED SCALE AND EWPS(XD FACTOR) PROPERTY LOCATED IN: sANITARY Ll~NpFILL LocATED oN SITE. ~ 19, SUBJECT PROP' 12, THIS PROPERTY IS NOT LOCATED WITHIN 2400 OF A NCGS CONTROL gOOK 18545, PAGE 19. SUBJECT PROPERTIES RECORDED IN DEED BOQK 5647, PAGE 526, DEED Phone: [phone] ~ ~ ~ ~ BOgK 18545, PAGE Bff1, SOX: 7D4-868-9986
CITY CF CHARLOTTE 4. THE PURPOSE OF THIS SURVEY 1S T4 PEL~ORM AN ALTA AGSM LAND MONUMENT, Dem BoDK 11x51, ALL BEARINGS ARE REFfRENCEp TO NORTH CAROLINA GRID NORTH CRAB ORCHARD TOWNSHIP 'DTLE SURVEY SHOWING ITEMS 1 2 3 4 8 7 a 7 b 1 7 b 2 8 9 10 13, UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION OF ABOVE MATHEMATICALLY; GELD BOOK 11451, PAGE 451, DEED BOOK 11451, PAGE 438 CLOSES MATHEMATICALLY; SUBJECT PRaPERTY RECORDED IN DEED BOOK 19337, Gmail: dskiba®ariginlandsurveying.com
(TRUE NORTH AT THE 79'00'00" MERIDIAN 6F WEST L4NG]NDE} 11 c 11 lr 13 14 16 17 and 18 FROM THE(TABLE A( ITEMS fRiOUNA ARPURTENANCES, AS-BUILT MAP BY OTHERS, RND LOCATIONS OF PAGE 424 DOES Ni MECKLENBURG COUNTY O, O, , PAGE 424 DOES NOT CONTAIN A METES AND BOUNDS LEGAL DESCRIPTION, OUT GQNTAINS A
NORTH CAROLINA ADDITIONAL RESPONSIBILITIES PUBLISHED BY THE 2005 MINIMUM STANDARD PAINT MARKINGS BY NC ONE CALL UNDERGROUND UTILITIES NOT SHOWN CONTAIN A METES COMBINED GRID FACTOR a 0.9998182842 DETAIL REQUIREMENTS FOR ALTA/AGSM LAND 11TLE SURVEYS, DATED HEREON MAY EXIST. FlL£DLC~ONSTCERMIP~F LEGAL DESCRIPTION THEREIN THAT Is CREATED BY REFERENCE TO A DEED - - - -
FlL£D CONTEMPORANEOUSLY THEREWITH IN BOOK 19337, PAGE 419, - QT V IQL
14, THIS SURVEY DOES NOT CONFORM TO GS 47-30, MECKLENBURG COU MECKLENBURG COUNTY PUBLIC REGISTRY. l -(T eT
COPYRIGHT 2008 5. ALL DISTANCES ARE HORIZONTAL GROUND (GEODETIC) UNITED STATES 15, TAX PARCEL ID NUMBERS: 05140102, 05140104, 20. PROPERTY AIDE PROJECT NO.: 200$008,20 by Bock & Clark, Corp. SURVEY FEET UNLESS OTHERWISE NOTED. 05140108, 05144107 AND 05140101. PIP X1051401 20. PROPERTY ADDRESSES, PID fOr?l40101 - 513 EAST MALLARD CREEK CHURCH ROAD V Q
FILE NUMBER: 10028-8 PIP #051401 PID #05140102 - 523 EAST MALLARD CREEK CHURCH ROAD PID f05140104 - STONE 4UARRY ROAD
SURVEY DESC,: 8008-UNCC ALTA,DWG This product style and format is protected by 8, BEARING AND DISTANCES SHOWN IN PARENTHESES WERE TAKEN FROM 16. THE TERM ENCROACHMENT IS USED AS A MEANS TO CONVEY THAT PER PIP #051401 DATE OF SURVEY: JANUARY 24, 2008 Copyright and all rights are reserved. The use of this DEEDS, MAPS OR OTHER PUBLIC RECORDS, LISTED DEEDS AND MAPS THAT AN OBJECT TOUCHES OR CROSSES THE PIP (051401 PID X05140107 - 827 EAST MALLARD CREEK CHURCH ROAD PREPARED FOR:
REVISION DATE; MARCH 12, 200$ style and format is strictly prohibited without the 7. THIS PLAT IS SUBJECT TO ANY AND ALL RiGH75-OF-WAY, UTILITY DEED OR MAP LINE IN THAT AREA ON THE DATE OF SURVEY. NO PIP #051401 TO THE POSSESSION, ADVERSE
REVISION DATE: AUGUST 13, 2008 written consent and permission of Bock & Clark, Corp. EASEMENTS, DEED RESTRICTIONS, RESTRICTIVE COVENANTS OR AGREEMENTS ~ STATEMENT 21. 24` WATERLINE WHICH MAY OR MAY NOT BE OF RECORD AND APPLICABLE HERE TO AND OR Rn~ OTHERWISE OR TITLE THE IS LAND BEING MADE EFFECTED, FROM CHARLOTTES REVISION DATE: SEPTEMBER 9, 2008 MAY OR MAY NOT BE FOUND BY LEGAL TITLE SEARCH PRIOR TO THE DATE 21. 24` RLOTE-AND SANITARY SEWER LINE INFORMATION TAKEN FR U N V C - WOOD ~ (1O CoM ~ A OM CHHARLO7TEMECKLE NBURG UTILITIES DEPARTMENT. ~y V'
REVISION DATE; NOVEMBER 11, 2008 OF THIS SURVEY. fC( :10)ATE A:NO. GSM LAND TITLE SURVE).3 PID X05140106 - 601 EAST MALLARD CREEK CHURCH ROAD JANRr z8, aao
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~ . ~ , N ~ ,URVE TABLE i ~
DIST N 4 / CURVE TABLE A CES WITH BE INDICATED BY THE FOLLOWING. p, ~ . / ~'IG'k ~ A R p 641.91 ~ / ~ ~Jg ?'~0 L,qO s,. CURVE LENGTH RADIUS RADIUS BEARING CHORD / 1 ~ w
* ~ ~C` ~ w ~ ~ C1 116.45 239.90 ~ PG >'PAr ' ,y S 239.90 SO7'O4'47"W 115.31 / ~ s ~
~f ~f Il C1 "D" 115.28 239.90 PID 05140102 - A 1 ~ ` ~ . 239,9p NONE NONE f, 1 ~ ~ ~ ~
/ / : ' ~ SEE INSET A G2 177.72 306.78 n 306.78 N1O'O9'51°E 175.24 / ~ ~ q ~
- ~ C2 "D" 175.77 306,78 , PID 5140104 B ~ ' - Bao.as ~ ~ ~ / C3.... 22.51 ..........10639.43 N 306 78 NONE ' NONE ` sz7.4 ~ ~ ' ~ I 10639.43 N54 32 38 W 22,51........ 1 ~ n Q ~ u)
ri NOW OR FORMERLY G4 274.37 10639.43 ` ROBERT JOHN CASSAM, SR. and wife, N 10639.43 N55'20'35°W 274.36 ~ / ti ~ ~ ~ ~
ANNITA A CASSAM C5 346.39 10639,43 N 10639,43 N57'Op'S3"W 346.38 ~ 1 Q p
~ ? DB $418 PG 187 C5 " " 1. 7 1149 .08 N PID 5140107 D ~ A 34 5 , ALL OF LOT 1 4F ~ / 11491.08 N59'pT39"W 341.56,_.,, ~ / ~ ~ ~ ~
` ~ / CRAVEN CROFT SUBDIVISION ~L
MB 2z PG 111 WETLAND DATA OBTAiNE[ PID 4938132 P 0 TY 5C1 ~ TA OBTAINED FRAM / ~ ,E~ ~ o
~ / ti , QORE R PRR ~PERTY SCfENGE5 / ~r`B'es ' ;~~~J ~ ~ q WOODS DRIVE, SUITE A ~~+n ~ ~l ~ t~
24"R 9100 PERIMETER WOODS DR11 ~ ~ - - ~ ~ CHARLOTTE NC 282 TTE, NC 28216 ~ ' •N• ~ ~
` Sb ~ r, / CATCH BASIN y23 ' RIM-637.82' 704-597-1947 -597-1947 = ; . RHd-szs,so' ~ Zf ~I r- nnf., 1 ~ ~ 1>}
IN-632.42` 1 _ , OUT 83232' " , a o~
/ WETLAND AREA A / n '.r 4 RCp 784.7762 SQ.FT.~ STREAM "B" / ro~~ r ~ ~~'*e ~ ~ ~ ~ 1435,5463 SQ.FT.t rr ~ B'~~88' ~ ~
NOW OR FORMERLY * ~ D.D18D ACRES GRAPHIC SCALE 0.0330 ACRES ~ ~ ~ a~i ~
ROBERT JOHN CASSAM, JR. / LINE LENGTH BEARING LINE LINE LENGTH BEARING ~ / ~ . U p , ~
4° 2° 4o a° 16o DB 7805 PG 403 - L1 L13 ° ALL OF LOT 2 OF / 21.60 S73 23 48 W L13 5.49' S5D'2O'54"W / ri p INSET A ~ ~ ~ L14 30.06' S58'17'32"E / ~ ? , O 0
CRAVEN CROFT SUBDIVISION ~ L2 30.87' N84'04b3"W L14 ? MB 22 PG 111 / ~ ~ ~ ~'M' {IN51OE DROP} L3 8.14' 521'43'19"E L15 L15 47.13' S70'O4'39"E RM~ ~r~N X24 M~ Z
R61 637.47' PID #04938133 / IN FROM ti•.~6331.9r L4 i5.67' 576'07'40"E L16 634.07 L16 14.54' S49'3p'O8"E ~ ~
( IN FEET) ? ti ouT Ta 'N'-827.89' L.5 15.26' 582'49'14"E L17 Q L17 26.48' S72'O2'O2"E ~ ~ ~ 4
I iT1eh = 40 ft. ~ ~i=- ' " ~q ~ ~ / L6 11.55 N67 59 47 E L18 L18 26,16' S67'O3'S9"E
~ o r sx=• L7 11.1 T 572'03'15"E L19 L19 16.35' S8O'O8'24°E L2O 10.83' S88'O0'52°E
/ ~ o~ 1' L8 13.56' 544'47`18"E L20 / ~ ~ ~ ~;ri . _ NOW OR FORMERLY ~ ~ " L21 ` ~ ~ MALLARD GREEN, LLC 8.71 N43 02 50 E L21 6.53' 555"10'14"W
" ti~ iy / DB 10458 PG 927 L10 13.$3 N29'38 42 W L22 L22 16.05' N71'S7'37"W A
M V,IA 77 AC 9l1R i a. ..,.....,.ems,."... r nz ,nz ..~~....,~.n..~
SOUTHERN SIDE OF NCDOT V a.~/ NUL4VO'd VY PID #04932113 L12 ' N7 L24 13. /5l N11 Ll J4nW `-4r ' 1/r
RIGHT-OF-WAY SCALED AT _ 12,01 456 04 E FROM NCDOT PLAN. L25 L24 24.49' N64'30'19 "W •T 23.52 N69'22 52 W
~ T1P# U-2508 C & ! ~ L26 U~ I L26 18.42' N66'48'21 OW Q
PROJECT #8,2672603 L27 L27 41.70' N68`1 9'48"W ALTAIACSM LAND TITLE SURVEY CD
L28 L28 30.58' N6526'07"W PREPARED FOR, Y
UNCC - WOOD
nui nn rnnr rwni ~ ~ r DATE JANUARY 28, 2008 ~,su
PROJECT NO. 20071992.001 SCALE 1 "=40' SHEET 3 OF 3

AIOW OR FORMERLY '~TE OF NORTH CAROLINA I
OB 8521 PG 695 I `I ~ / FIO ~051~44108 ~T ~v
I / ZONING: iNST I ~ I } USE. VACANT ~
I f ~ j l t '90 E 100 .p ~ r SITE AREA: 8.12 ACRES
I la~~ I ~ ~ 69 I~we~" ~ TAB PARCEL ID: 05140101, OS140102, 05140104, 0514010b, ~ . , , .
- ~ Nc ~ I ~ t r.,r ~ sa npsTlsc { a~ / / 05140107
RICHr ~ wAY Ri CF AY ~ / I I ~ ~ E~IISTXNC ZONING; INST ~
! ! I ~ Now oR FORMERLY 1'ROPDSEiD ZONING: ~ 17M1r (CD) ~
1 ~ $a R= ~ STATE OF NORTH CAR0I,INA PROPOSED UNITS; 1~6 Al?ARTMENTS ~'OR Rl?iNT (ib.93/DUA)
11 1 ` DB 85?t PO 695 11 s 11 ~ ~°aN~c:1a°~oTs PROPOSED PARKING: 385 SPACES (2,8 SPACES PER UNiT) ~
~ ~ N ? ~ ~ ~ V ~ ~ USE: VACRNT BIKE PARKING REQUIRED: 7 SPACES (1 PER 20 UIVTTS) ~
~ 1 NATURAL'. 1 ~6~R9 ec I z.s ~ ~ 1 } ~ AREA ~ f BIKE PARKING PRO'~1DED; 20 ~ ~
2 Pi,AN G STRIP I ~ TRASH COI,I,ECTIOI~: 40 CUBIC Y,~D COh'1PACTOR
~ ,r 1r s a ~ ~ ~ ~ ~ 1RECYCLIa COL>~ECTION; 2 RECYCLE STATIONS 144 SE EACH ~
~ ~ ~ \ \ 51DEWA11( 1RAVEL LANE iU iAHE TRAVEL LANE SIllEwAl3( ~ I I ~ ~ ~ 4, m[~.V.C13M SETBACK; 30' ~ ~ ~
' } - ~ ` ~ ~ K G OT 5CREENING TYP. 1 ~ \ ~ ~ ~ PAR IN L ( i , Mil1V1Mi1M SIDE ~',ARD: 10' ~ ~ ~
MINIlVIUM REAR YARD: 40' ~ A~ ~
MINIMUM OPEN SPACE: 4~a/a ~ t~ A
I ~ ' 4 s DER R FRt~~ D SE~T~(~N E~ ~?AD (SSE N M~R~ ~ 1 OPEN SPACE PROVIDED: 4b°1° ~ ~ ~ ~ ~
I ~ -
I ~ ~ I 1
0 1 ~ I PARKING LDT SCREENING, TYP. I ~ w ~ \ } / } ~ ~
Y 37.5 T ROP05ED I N ~1 \ ~1 RIGH OF A I ! ~ 1, The petiblarter acknowledges that;ether standard developmment requlreraents ~ ~
1 ~ Sb a' / L 3o EwsnNG wc~T 30' oasnNa mcHr ~ I ~ I ~ ` / / innposed by other pity ordinances, standards, policies, and appropriate desig~a
aF wAY aF ylAl' ~ ! 6 ) ~ ~ l a ~ ~ maaauals will e~ist:~ Those criteria (for ea~ample, those that required puffers, ~ ~ ~ ~ ~ ` ~ regulate streets, si+~ewalks, gees, starmwater, and sate development etc.), will ~ ~
RECYCLING AREA TH } ~ r apply to the develq~ment site. This ilacludes chapters b, 9,12,17, X8,19, 20, and
I' 1 . • BRICK SCREEN WALL / 2i of the city Cade. Coaa:ditioaas set forth in this petytion are supple~ueartal
~ ~ ? ~ . I / requirements imposed on the development in addition to other standards. ~
I 25' CURB & / l^ ~ s C NOW OR FORMERLY JU GUTTER ~ / 'v ~ I ~ I " I t I D8 18334 PG I ` ~ i. ~ r ~ I PID /051401 sW OR FORMERLY JUDY JOHNSON Where con,ditians Gall this plan differ from ordialtaaaces, standards, policies, and ° OH 183.34 PG 912
~ ~ ZONING: IN: Pso ~oslaolo9 \ approaches an existence at the time of formal engineeritng plan review ~aNiNC: iNS~ , \ submission, the stricter condition or existin re uirements shall a 1
SIOEWALN P NTING STRIP BIKE LANE 1RAVDL LAHE TUR f PANE TRAVEL LANE / ~ ~ ' r„ ~ ~ , , f ~ ~ D y } , VSE: SINGE FA 1'I~ 17 SI !~WALK ~ USF. SINGE FAM14Y ~ ~ pp
PRO PROPOSF~ PR4POSET! PROP 1 4~~'` r . ~ y I , .h P / ~ BICYCLE RARKING~ - ~ 2. The amenity area shaven on the site plan w71t include a swimming pool, sunning
deck, bbd and sittingleatiaag areas and a gazebolbus stop,
~ o - ~ ` -'r 1 l 1 ~ f E ,AI~NE PRO~t~SED ~ECTIQN ~ a - ~ ~ ~ ~ / . 8~~~~E CQ~ L ~ ~ 3. The petitioner shall comply with the Charlotte City Council approved and ~ ~
~ P 1 ~ ~ , [ ~ ~ PROPO, ~ J q. q ! ~ POSSiBL ~ I ! ~ 1 4 ~ DRIVEW PRQPOS£Q TYPE I! adapted Pgst Canstruc#xon Controls Ordinance. I
t}. / E LOCATION ~ 1 ~ ~ ~ 1 1 r , ~Cr 6a+ ~aa ~ FOR STORMWATER \ ~ i~~ 1 1 ~ ~ SIGHT . pRI1~wAY WITH 3~x3a " 4, Building Height will meet ordinance standards. ~ , SIGN TRIANGLES Buildings will have.eomman entrances, :~.:r.
~ ~ ` 1 ~o~ a MANAGEMENT
~ h aP .w ~ \ 1 ~ ~ / ~ ! a 1 ~ ! , " ~ ! a ~ ~ b, Parking lot lighting will be provided; lighting ilgtures shall be classified as fult ~
Q 7a ~ ~ ~ r ~ 1 1 cut-u?R iul desi n aa~d not cause Tare on ad'oiniaa ro ernes, .F~~ NON pR POR1JfRLY SUMMIT HOUSE, ~ ~ g ~ will be met,
/ I ~ ~ i / ~ ~ 1NG t79 X51 gOP o e69 PiD Parkaaag lot sereeaw~ag regwre~nents of Seehan 12,
/ r $ Petitioner will re~stripe Botanic Cane Lane and Mary Alexander Road to ;
} acconamadate apposing left turn laces onto East Mallard Creep Chaaixch Road.
\ ! ~ ` ~i r~r ~ ~ awry ~-~K4 ~ i .M ` s~ 1 ~ ~ ~ ? ~ ~ If additioaaal road right of way is required slang Mary Ale~aaader road, the City
r' / • / 630 -.i 1 1 1 of Charlotte wall caa4demn property bat Pe4tioner wall be responsible far cost of
1~ ~ the prape 1290 W86t l~+xaf~ad Street, Suite 244
"f
2 r 11 ~ ~ ~ 9, ? e wall ~e added to the porkion of Bonnie Cane sane that fronts the ~ Cone, ~ 282Q8 6 ~ Petiilaner s prope>~ty. ~ Tit?4,34S,p8QB faX lOd,358,3095
f , BUILDENG ENTRANCE , ~ „ i - " 1 I ~ 1 a r' SIDE LK ~'O BE 6 / ~ ~ ~ / ~ I 10, Petitioner shall provide landscaaping in setback along Mallaa~d Creek Church ~y,~g~,
f r` , ~VV! , ~ 1 r , ExIST1NG Road including required periweter trees and one small maturing tree per 20
~ a.r ; f EXISTING ~ r ' ~ ~ I f / ~ ~ ~ PRO~osEO a' PLANTING linear feet for building faces over 200 sq, ft. f'etitiouer shall also provide ~ 1dI~0A~?0 ~Gh~tOCfilti'0
° ,Ir ~ COMMUNICATION ~ , r ~ ,r ~ I . ~ TOWER rf ~ ~ ! i ~ ~ , w ' S AN s' sIREwALK oraaaaaaental foundation plantings along same buildia>tg face, see attached cross
NOW OR FORMERLY } ~ f / ~ ~ ~ I / _ ~ ~ NATURAL, ~ o STATE OF NORTH CARCLINA {V~ ~ / .r ~ ~ ~ ~ ~ r section, ° ~1~~~
D 4521 FG 95 ~ ~ r i / ~ I T' ~ \ \ 1 f ~ J r .AREA ~ P14 yv~1421as ~ ~ , ~ ~ \ ~ I / ~ ~ I ii. Buildiwgs will appd'~r ta~fran,t iMast Mallard Creek Cluurch Road,
ZONING: IN$T ~Sr ~ ti ~ ~ ~ / / / U5E; VACANT Gj ~5~ a /,''i I ~ ~ ~ f 9 . ~ NoW OR F4RM~RLr M&B-z, t.LC , , 12• Petitiaaaer will Silbaaait a Solid Waste Maa>iagearaent flan prior to initiating ~ ~r ~ ~teer~a~
l I 1 ~ A~ zo~sa ~c ~ demolition alndlar tanstructiau activities to iwclude, at a aaaiaaimum, the
P~ rya ~ ~ ~ l I /1 '2 J l ~ ~ a \ ~ ~ ~ ~ Plq ~(15~441ti ~ ~ ~ zaNlNC: 1NST procedures that wild be used to recycle all cleaaawood,- metal, and canci~te f~ Plli<ri~'
PAR LNG LO7 Cy ! ~ / / ~ ~ ~ \ / I J ~ ! r L'REENiNG 7YP. ~ ~ ~ I ~ , 1 ~ I ~ f _ / . W , US£: SlNGI.E FRMILY , r• generated during oemolitaan and canstructiaa~ activities;when applicable. The
I f ~ S f BICYCLE PARKING-f PARKING WIL1r ~ ~ ~ , e• 1 ~ ~ ~ ~ plea will also specify that all land clearing andlor inept debris shall be taken to a
~-5 4 r. I/r ,f ~ , 1 NOT 1NTiwRFERE WITH PEDESTRIAN AREA, I ~ ~ , a 2 ~ 7t ~ I 7 f/ / I 6 I , h f; `~3 ~ properly permitte~~acilaty, The plan wilt also state that monthly repartiaa.g of
~ ~ ~ all to>~nage dispasedaud recycled will be made to the Mecklenburg County Solid
f 1° l ~ 9 ,l 3~ J I ` ~ t Waste Program including the identiklcation and location of all facilities receivitag
/ r ~ ~ -~l f ! r ~ , ! 1 ~ ~ s i r I l 1 I 1 ~ 6 SlD1=WALK, TIG~. I ~ . a ~ ~ROAOSEA LEFT TURN disposed or recycled materials,
! f ! t f I l ! r 1 a 1 i~ I ~ ~ F } ~ I LANE AND BIKE LANE i3, The c~isting water supply wells shall be cordoned off to protect it from daanage
/ ~ ! t ~'1I !'I ! r 1 i d t I } } ~ ~ s~ CRgSS sECT~pN or abandoned per the Mecklenburg County Groundwater Well Regulations
~ . ' ~ t 1 ~ ~ 4 I~IN ~ I r' r , ~ I ~ ~ ~ 2 ~ \ ~ a fem. / r 1 I \ 1 1 ,l ~ I J I I ~ I W prior to stay demolition or grading activity.
~ / I t BUILD{NG .ENTRANCIr SIDEWALK ~ r ~ } S l 1 ~ ~ ~ i ( ~ i4. Existing septic tonics shall be located, pumped by a licensed waste hauler to ~
' COMPACTOR AND 1 PTO WIDE, ~ i 1 + TRASH ~ ~ \ I ~ 1 I 1 ' ~ remove residual contents, crushed and backfilled prioa` to any demolition or
~ YCI_l G AREA WITH } 1 ` ~ ~ I I ~ ~ i REC N 1 1 I 1~ / I y l I / 1 coding activity, ~IT~ PLAN
/ 1 BRICK SCREEN WAIF. ~ } ~ - I 1 ~ ~ ~ ~ ~ i5, Ornamental grates wilt be used to partially screen opea~ings iaa parking deck that
1 ~ O / ` ~7 I~ ~ i ~ f faces Mallard Career Church Raad, ,Shrubs maturing to a height of b' will be
I t J it i + 4 . ~ 1' + + + ? + ? `at f + f i ~ R t ~ ~ ~ planted against emu walls of building that faces Mallard ~reel~ Church Road. PETs9T~afi~Nl
1 w, „s E 5 - ~cusw~+x ~ ~ ~ a
~ r ~ . _ ~ ~~0~-Q7$
~ / _ ' 17 ~ ~ , / i SMALik MATURING TREE PER 2p LINER , I
I ISTlNG SIDEWALK I 1 J ~ FEET OF BULLRING OVER 200 SQUARE EXISTING CUR8LINE ~ ,
~ ! 1 O 1 / ~ FEET, ..FACING PUSUC ROAD RIGHT OF WAY. ~ PROPOSER 8 PLANTING
~ ~ z ~ STRIP AND 6' SIDEWALK r 1 s
r ~ 1 - 1 CaPyraght ~ 2fl08 ~leslglt ~esau~ce ~rou~, k~1 ibis plan air drawfnq acrd any gacampan~ing daoumonta ar
~ ~ ~ 1 ~ ` .REQUIRED' PERIMETER TREES: EXIS1iNG MEDIAN 1 ` CENTER OF ROAD ` cplculgtaons era tho property of psalgn Rwqurco Group, Pk
1 ` RD CR K C~iU CH ROAD ` 1 A T MALLA 1 ~ ~ RIGHT' OF WAY ~ E ` ~ 1 3O SETBACK ~ 11 \ and qre Imandad sRtply far the psA of tkR reclplant ttgtad. \ No third Rarty use w modlAgaiion tv permitted without
~ ~ VARIABILE PUBIC 6HT~aF WAY 1 ~ 1 1 ~ 2 1 ~ ~ z6 e.~72ea~t~~P u-2~08C) ARp a,z;~zo~ { ~ r ~ ~ 1 ,rumor ~ GT 1a. ~ ~ ~ wrttton qutharizatlan.
1 ~ \ 1 o ~ ..f ~ ' ~ ~
, ~ ~ ~P \ .wr,+~M ~~++w w+~wi+w wT wrw w~~ wwr ~ - 8 a~ y,Y, ~ _ -
J / OQ~q r,,. .,r e,+~' ~r ter. Mll.R~wr ,+n.wwww~ ~ r n+rw"~'h1 I I~ "lw' ~ ,-M .r ^^w ~ ,.r ~ war - ~r ' ~ PERIMETER LARGE
~ ~ 0 NOW~OP FORMwERLYC R NOW DR FORMERLY ~ ~ MATURING TREES, 40` O,C,
I MAOK H L and c, A 04 CYNTHIA A BULllS t 8 CULP I NOW OR FQRMERLY D8 7822 PG 72f / ~ n,~~ ~ ~UIL(~I~1G FACE SMALL
p8 5775 PC 756 ABUBAKR ALWFAKEY I ALL OF LOT 7 OF ALEXANDER I NDW OR FORMERLY I NOW OR FORMERLY Af,t OF LOT 5 pF ALE1fAN0ER DB 20807 PG 271 GLEN 5V8DIViSl~1 PHASE i / ~ NO6 OR AFORMERLY euoss+~~,~..r-~ ~ ~ MATEJRIhIG TREES, 2p' O.C.
0 GE A ORTEGA • ' GLEN SU8OiV1510N PHASE f ~ ALL OF 40T B OF ALEXANDER PARCEL A ' ~ R CiiA,RLES w HURRAY antl wife, CLEN 5U8DIViSION PHASE I
OB 17332 FG 461 1 LYNN C HURRAY PARC>nL A MB 21 PG 275 DB 18914 PG 6O M8 21 PG 275 PARCEL A 107 ~ ALL OF LOT 14 OF CRAVEN I ` AlL OF LOT 3 4F pB 17D63 PG 748 ALL DF LOT P1p £ID4938105 MB 21 AG 275 AID ;t<049$8 CROFT SUBOINSION
ALExnNOER GLEN 5U801V1510N q pF A4EXANOER GLEN ZONING: R-3 PHASi: 1 PARCEL. A 5U841VESION PHASE I ZONING R~3 PID ,q(16938906 USE: SINGLE FAMILY MB 22 PG 1i1 ~ NOW 4R FORMERLY
MB 21 PG 275 PARCt:L A USE; SINGLE FAMILY ZONING: R-3 /AVOW OR FORMERLY ~ f'lD ~fIF936i48 601 MAP, l.t,C
PID ~08938tp3 USE: SINGLE FAMILY SHIRL£Y A SMITH ZONING:, R-3 D8 16918 PG 57 MB 2l PG 275 / D$ $288 PG 105 USE; SINGLE FAMILY ALL OF LOT t3 OF GRAVEN ZONING; R-~3 RID ~ga938104
USE: SINGLE FAMILY ZONING: R-3 ~ I AE.L OF LOT 8 OF AIEXANpER CROFT SV901V1SION 1 ~ Y ~ GLEN S!lB064ISION PHA5E I M8 22 PG 111 VSE: SINGLE FAMIL ~ I PARCEL A I PID Jpa938fa5 ~
~ 1 I MB 21 PG 273 ZONING: R--3 r ~ ~ ~
f PID ~Da9~61os I usE; SINGLE FAMILY ~ ' ZONING: R-3 ~ ~ ScQle.1 =~Q
/ USE; SINGLE FAMILY ~ . ~
V ORNAMENTAL Dote: 22 FEB, 200$
f FOUNRATION f pLAN~N~ Project NQ,c X41--115
5„y Revisions:
~ `Z rn MALLARD CHURCH CREEK ROAp f. 16 APRIL 200x3 PER STAFF CQMkEENTS
MAY 2 F±'~S C bl
wkttum p1EEtt t~RCH ~o R' ~ 3, S JUNE 2008 PE~i STAFF COMMENTS f 6'
1 f'.i"NTFRI l;v~ T(1 AI sAl'r"Ir~lr'_ CIA! IIhpICC xn~ cr. TnAnv h AAIf~Pn AMr AnrA i
..r. i w.iivr Inwv .711 rnii{..,V .1U 471: 11.771~ri\ L AVIVQL,mr-r, 1.
Q UACK OF CURB STRIP
c k 6 R.O.W. VARIES SHRUB MATURING TO A HEIGHT OF ~
50' MIN. ` PLANTED AGAINST CMIJ WALL
p9 FOR PUBU C HE
MALLARD CREEK CHURCH RCS. CROSS SECTION
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EROSION CONTROL LEGEND
SOIL TYPES:
WkD - WELKES LOAM 4%-8~ SLOPES
TEMPORARY 51LT FENCE NORTH WkB WELKES LOAM 8~-15~ SLOPES
CLDS #30.06A EnB - ENON SANDY LOAM 2~-8~ SLOPES SEE DETAIL 1 C9.0 B~FORIa YOU D{Q EnB
/
sirs ~
y~ DOUBLE ROW OF HIGH HAZARD ~ TOTAL DISTURBED AREA: 7.28 ACRES
~ ~ 51TE TEMPORARY SILT FENCE W/ WIRE ~ TOTAL SITE AREA: 8.18 ACRES MESHED BACKING & WASHED STONE CALL 1 $OO 8SF"A$~1$ H.c. o~:-cAU c~~R ~Ta~,t~ u~~RY l WkB i--~ c
~ ~ IT'S THE.. LAW ~ WkD 1 ~ ~
CLDS ~30.06B SEE DETAIL 1 f C9,1
r+nu.nxo ar2a:x rNUS°" e:o - - PROPERTY LINE Mq ~I ~~~0 ~ ~ T !'1
~ - - - - - LIMITS OF CONSTRUCTION DENUDED LIMITS x ~ /
~ ~
z PRE-DEVELOPED SEDIMENT BASIN DRAINAGE Cyr N ~ ~ ~ w ~
AREA ~ , I 1 ~ ~ ~ ' ~ ~O L
~ ~ 1 ~ 1 i
TREE PROTECTION FENCE= ~ ~ ,r
1 ~ , r
VICINITY MAP -TG~---~--~TGE--- TEMPORARY CONSTRUCTION EASEMENT , Illpll f 4,11 , ~ ~ • ~ ' ~ ~ ~ \ ~ , SAIL VICIN7Y MAP N07 ra SCALE ~ 0 ~ ~ "
NOT TO SCRLE IvDw D ~~I r ~ STABILIZED CONSTRUCTION ENTRANCE A~ o;• f~DR14 I r<~c~~jl~: I • r.. ~
Asa as 1 t I I I;'F .r ~ ~ p 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i , IaF I \ PRE-DEVELQP~a) ` ~ \ ~ ~
G 0 - (SEE DETAIL 2/C9.0) 1PIp illlllii . . CONSTRU Ti N SEQUENCE, I ~ znnl c. ;;~I;,1 i14 i',' ~ ~ \ ~ ~ 1 , DRAINAGE AREA TO ~ ~ w ~ a
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING v~~ fi;~~i1 I I},1 1 RIP RAP (SEE DETAIL 6/C9.1 } ~ I ~ i' 11 I[I}I I~r r~rr~~ aR ~ €<r~~~~Y SEDIMENT BASIN 1~1 V '~la 5r rr c~ ~ia~~€~I c~~Qun~h ~ ~ --8.83 ACRES 't ~ ~ 1 ~ W
DEPARTMENT, I ~ I I J I ~ I 1~1 111 ~ ~ ti~~l}, I ti v, I~ti ~ ~ 4~i~1 :,C Fs~95 ~ ~ ~ ~ W IiJ ~~514 ip2 1 U
2. SE7 UP AN ON-SITE PRE-CONSTRUCTION CONF>;RENCE WITH EROSION CONTROL INSPECTOR DF THE CITY OF - 1}111iI+141111 \ ~ p ~ \ 1 I I I III ~ ~ CHARLOTTE ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH ~ ~ I \ \ ~ 1111 ~iI ~J A• ~A
CONFERENCE 48 HpURS PRIOR TD ANY LANp DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE ~ \ \ I ~ I I tl I f , ~ w lJ5' VAi;A~'~i ~s~ ~
CITY CODE AND IS SUBJECT TO FINE. \ ~ I / ~ I ICI{{illl ~ s ~ W
' ~ \ i 3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTEC110N, AND OTHER ~ 1 ~ ~ ~ ~ / 11111}illl: _ ~ ~ \ 1 I I . ` \ ~ ` ~
MEASURES AS SHOWN DN PLANS, CLEARING ONLY A5 NECESSARY TO INSTALL THESE DEVICES, ~ ~ ~ ~ II I I I I ti -
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN RPPROVED INSPE TOR ISSUES THE GRADING PERMIT AND ''mow. Ill}1111 CLEARING ANO GRUBBING MAY BEGIN: - ~ ~ ~ ~~iljll'k. ' M-- ~
I ~ h~ I , I 5. GEOTECHNICAL CONSULTANT SHALL BE RESPONSIBLE FOR CONFIRMING THAT THE EXISTING SOIL IS SUFFICIENT ~ ~ 4 , , I II ' ~ ~
\ ~ ~ ~ f I[~ . ' mow, 1 ~l U Tp PRODUCE A MINIMUM INFILTRATION RATE OF K=0.1 FT/DAY WITH MINIMAL COMPACTIVE EFFORT WHEN 1 ~ \ ~ ~ ~r~ ~I ~y i ~ I
1 I DOU ROW~OF HIGH~FfA AR ~ III 'r \T-- CONSTRUCTING THE PERMANENT ATE A I BASIN I IN D UATE IT L ~ } - BLE Z I s~, w-' W R QU L TY F SITU SOIL IS DEEMED INA EQ SHAL BE ~ ~ I II
~ \ '`~,ti TEMPOR~IRY SILT ~iVCE , I~ .1 6'~ - NECESSARY TO USE AVAILABLE ON5IGHT CLAYS TD CONSTRUCT A CLAY LINER FOR THE PERMANENT POOL: / ~ i ~ ~ ` ` 1 DE ERIC 1 /C9~1 ~ + -
6, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND ` ~ C S 30.068 ! ~ , ~ _ (gyp I r ~ ~
STRUCTURES. ~ ~ ~,4 ~ ~ , ~ 11(. ~ ,b~ ~ , I r r/ - t l 7. FOR PHASED ER0510N CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR *`ti ~ I f ~ ~ 16,5 `~iF,,OF DEV@ Si
TD COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. l ~ I II r 6~ 10.307 LOR Ir j ~ ! - - 5 `~iF,,OF D~V@ SfdN,,.Di~QM-~, r I ~ ~ 1 ~ ~ ~ it 0.307~LQR~' ~ ~ ~ ~ ~ ~ i 1~~ '
~ ~ :I - DETAIL 4 C9,D 8, STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE: t ~ ~ , ~ r , ~~ti TAIL 4 C9,a .-r~1 \ w J ( ,
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CpNTRDL MEASURE: 1 \ ~ ~ r i N---~(~-~5T3Q~C~ r~. ~ ~
1D. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED Tp ACCORDANCE WITH THE N.C. EROSION AND ~ i - ~ J
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U,S. DEPT, OF AGRICULTURE, CITY OF CHARLOTTE EROSION ~ ~,r' ~ - "IAA Y 0~ , I ~~~o R R 71~ARY RO ~EC4~`D~A;+~~ ^~'`*,,'v` 1 VA V A~~~';~,
CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. ~ ~ i f I! =h$-~ON-CfIVT~~ I ~ ~ 1 \ ~ \ \ r~ ` ..1Ly rr it ~ r ~
EROSION CONTROL NOTES: ~ ~ r`1 ' ~ , ~ v5 30.10 ff ~ - ,1 ~ `J,~ I i i 1 i i I I I~ ~ t ~ Ut~1TS ~F CONSTRUCTION r \1 30.10} ~ l~ ~ ~ t v j i I i ~ ~ ~ i ~ \ ~ ~ ~ ~ ~ ~i 1~~\\ i ~ I I f 1 E I I +a ~ I ~ I ~ i ~ 1' 1 ~ Ij ~ 1T ~ , ~ ` ~ 4~ ~1 1'
1. ALL CLDS NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. j ~ ~ ~ ~ ~ , ~Ets , € ~ .uu - ~ _.~CON.T~ACT4~"'f0^+N57 ~I~ ,
2. ON--SITE BURIAL PITS RE 1 NON-SITE ITI P R I F 0 E ONIN ! ~ ~ + ~ ~w u .•5 ~ QU RE A DEMOL ON LANDFILL EMT R M TH Z G F I ~ FAIRSISpTH SKIMMER ~ 1 ~ti ;x ~ ~~MPORRRY~A K ADMINISTRATOR. ~ ~ ~~MPORApR~~J/`;A5KI1~~1E S~DIMEN~ BASIN ;1 t ~ ~ 'i I ~ l ~ ~ ~ ~u~ r J ~ f f/ ~ ~ ~ ~~V~ ~i ~ 1~
1 ~ DE. AIL 7/C9.1 ~ ~ ~ BOTfi01~ ~F SON 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY _ - CLD 3D.02B) - _ ~ -~~`'`~~.a.-_„m _ rSPP~LL1b!AY~.EL~6i Bo~al~° QF ~aND-s~ o~ I l ~ ~ ~ , ~ . J r r ~ P SP~LLINAY~.EE:,620`~ ' , ' f " ~ d' ~ ~ ~-°~.\I i f 4 4 ~ / ~r 1 TEMPORARY,SILT F~NC~, ~
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. i ,r` , ti. „_:630 _ TOP-~OF~BERM ~ ~ ~ ~'a[~, ~ ~ ~ ~ 1 I I I ~ ' ~ t,TAIL 1 ~9.0 ~ ~ ToP-~F~BERM ITL=s'zl;~~o l ~ I ~e, ~ , , { I 1 ~ i , , / / ~ 1230 West Il~ehe8~ 5~eet, Site 2~4
~ ~ ~ ~ 4. G ADING ORE TH ! ~ _ ~ , D -TAIL 3/C9.1 R M AN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN 15 A VIOLATION OF THE _„CQNS'fRUCT 7 X-.7' ~ ~ mm ~ ` ~ ~ -...~_s/ ~.S CLDS ~30.02~A bF~TAIL 3~ca.1 1 ~ ; ~ ; ~ ! ; k I I t I I~ ; 1 , ~ v, r ~cLDS ~6.oBA) ~ ~ GhsrlOtte, NG 28206
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TD A FINE. ~ ~ CONCRETE BMP RISER ~ ` ?s\\...,rv ~aDS ~o.oz~,~ I ! i k k k 1 I ~ ~ i E~' ' J` f o ! I I ! ~ l ~ ~ I ~ N(J~' o~ ~~asE.,~Y 704,343,0608 fez 10+4+358,33
5 ALL EA5 UST ND T ~ ~ f ~ t ~ ~`-`~'~6 ~ AR M BE SEEDED A MULCHED WI HIN 21 CALENDAR DAYS, REFER TO EROSION CONTROL -NAIL°-4 9,4 I / ~ ~ 2 - I ~ I / ~ , 4} ~1 ~ I I i , ~ i I i I ~i~k ` k ~ ' 4 Il o ~ `e l i ' ~ 'f~ ae l~~~a Pa spa. www,~~p,cam
ORDINANCE FOR ADDITIONAL REQUIREMENTS. ~ ~ - m , r_.'\t 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF ~ ~ , ~ ~ i ~~rr; ° , 1 +J. r \ I ..~\i ` ~ I i t 1 1 l 1 1 ~ I i I 1 } ~ 1 ~ \ Pln l:h,)iaafo~ w \ 4 I ! I ' I t , ! 1 ~ t i ~ a 70^N G' li!iST _ ~~p~ y~~~ 1r \ ~ ~ , I 1 1 ~ i ~ € ~ ~ ~ i I f { ~ I 1 I ~ 1 ~ 1 iP f llcr ~R,IGI_E ^."iS~dILY $TAI~I • ~D ~~Q~~S-TRUCi~QN EN~AN~,.~ ~ ° ~~~~{i~~
THE CITY ENGINEERING REPARTMENT. ~ ,r r ~ ~ r °
\ wl STRLL / ~ , ~ ~ BA E IIN T~ 7. SLOPES SHALL BE GRADED NO STEEPER TWAN 2:1. FILL SLOPES GREATER THAN 10 REQUIRE ADEQUATE "'70/24 RCP ®1.607 ~ ` \ ° f,' _1.~~.'QE,TAL9/-9. ~~BA~ E !1N iTALLP~T10~! ~ ~ 11 j ~I I `t ~ `I k ~ i j 1r ~ ~1 ~s i ti / l ~ TAIL 2~C9.0 TA~L ~9.~ I ~ ~ ~ ~ ' ~ i ~ I i ~ 1 . i ~ ! ~ ° ~ ~CLDS~O.iIA ~ ~,a ~ ~ ~ , ~ I ~ ~ ~ ~ k ~ , ~ , ~ ) ~ ~ IIrb~n D~siga
TERRACING CLDSM 30.16 ~ ~ • f ~ I ` ` ~ # ~ ~ RETAIL 6/C9.4• / _ , I ~ (CLDS : h ~V '~DS`~:~~)- ~~M k 1 I i 1 r 4 \ 1 1 i / 95hiHJ'~"
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING DNE ACRE THAT WAS NOT ~ ~,t , r ~ ? 1 ~ i` 1 ~ ~ , \ ~ \ ~ ~ € l i ..._~f ~7~ My ,..f I i I ` •'1 ~ ~ I 9u:'r~ryq r ~
PREVIOUSLY APPROVED: ~ % ~ f , \ ~ ) RIP-RAP APRON ~ I ~ I I t~ Irf ~ ` 9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDO7 RIGHT OF WAY MUST BE PRESENTED AT \ \ , ~ I F i ` \ \ ~ ter r~i `1 ~ ~1 ~ ` 1 ~ ~ , t ` 1 j r r ~ 1 ~ ~ i f
.~A ~ ~ INV.=s17.oD , i ; 1 \ ~ PRE-CONSTRUCTION MEETING. ) ti `C~13 9', W=15.0', D-0.90' ~ ~ ,r r } I\ ~ ~ .
1 1 l 1 ~ l ~ 1 S ~ ~ ~ ~ 1 ~ V 1 4 ~ r ~ ~ ~ ~ ~"tr ~ ° i1ikRW --~._~t ~ ~ I ~ VA1 ~ 1 ~ 1 Ott 1 ` ~ 1 t ~ ' } a ~ `1 ~ ~ ~ ~ i ~ ~ ~ p~
I F , _ ~ (CLDS 20.20 ~ ~ rf ' I , ~ I~ f I ~ ~ r ! I 1 1 1 ~ ~ ~ 1 ~ ~ ~ 1 ~ 1 ~ ~ 1 + € k ~ ~1 ~ 1 ~a 1 G~~ , ti CC,V; ~EtE J„at~ 5. -
~'EMPORARY SILT FENCE f ~ r 1 ~ - ~,~~„_~.~_.r { € ~ ~ ~ ~ V ~ 1 ! 1 1 ~ ~ o' 1 ~ ~ ti 1 I~ j k r L1FYv . ~
f e I r,T,~ ~ C _-ti DETAIL 1 C9.0 / \ ; a r f mac: .r~~:~: ~ _ ,r ~ ~.I I ~ 1- } 2~ may::,, 1 ~ \ 1 ~ 1 V 1 1 ~ I ~ ~ ~ taB, ir, i k , ~ s ~ ~ ~ ~ ~ ti ~ ~ ~ ~ « l ~r"' ~ ~ ,V 4k rOt i.~Z,Y ~ !1 ' } k ~ ti,~ 11 l \`N~, ~ ~ ~ ~ ~ SUa".Mll SOUSE kw~ -
G \ CLDS 3p,06A~ ~ .1 . ~~""~~m ~ , N r`r' ~~t F'O 1, uR' Y ~ l L7 ~ , rJ ~ *q -~r~ ~,i~~ ~~+AC~ 1. \ 1 v I ~ j ~ 1~ I ~ ~ ~ ~ ~ ~ E ~ ~ ~ t ~ ~ ~ ~ 4E ~ a ~ ~ ~ ~ 1i ~ ' a ~ DU ~~7J3` PG iiDfl
STA7F OF ~ R,rl 4r1R0~lhldt / ~ 5 a~4, ~y ~ ? ~q, ~~7T . ~ „r , ~1~ s 1 ~ ~ 1 J, ' n t ~ : 0'V ~ ilo3 1~~' 4 r~~l~i ~ ~1 ~ ~ ~~,,~-1."f ~ ~ ~ ~ ~ t ~`r~ < < ~ `i ~ { Ir~ ~ 1 sG`. ~~-~U ~w: CTIi w9f~€2~i;A,L
a' ~ f.1C 4;J2 PG X95 ! / ~ s/~>>i ;r.. A:- ~ ri .;;.~,r,:yr. ` i'.,~,"r,~ -"r - .~M15.AL~ $ DIP - ~ Fli) 3-~ 1~12iD,i ~ r' ~ / ~6,4f~`r%•-, ^%~,,.r r ^r` r ~ r . 1
~q \ \ /~/~rJ+„~,/ , ~"''~y.~ --,~fv1ERG~N~:~33RR#N"PIPE_,_ ~5 TOP DF BERM ZaNIPEG~ ItisT J s r ,~'%~''~"~r'"„ "s ,i ° „ _ ~ ~ F EL.=635.D0 ~ US[;~ AG~ti`. ~ / ~1;'';os rte' ,~f r .,s, ~-wM~---' _ ~'1~ ,a~ r~'~.^ ~,.`r ~y0- f7£TAtL~~~C`,r.4- 1 `Rl~f~~~ j_:~...,.-~,.: L°€ra``~1rtt~~ / J ! J I ! 11 1 i~ 1 I V \1 t ~,I 1 r~,CilT.63.'1 `1 ~
~Cl 'X,~ r t ~`~Ilr 't'~^ r ,,r ~'r f~7 „'`'b~ r^' .-n~~ 1' _ ~~~"F - e 1 y~ r~• a ty.. 1-' r , ~.,./r ~r ,rrr r'" ,~7 T ~f1YJ-11f1}-L" `'C3, l ~ , ~ „n^ rrr r' ~'e~^~-'_~.1~ ( '~"'ni„*~Y"I i ~ 1 S 1 'I I { ~ f ~ 1 7 ~ ~ ~ ` ~ 1 k~ r
BOT DF SCALE ? ~ J c>/, ,`a~ , s/,/ r"- ~r/~%~' ^'I,°.r'%`~'~'- A-° _ K~F?OR °BERM`•;'~•~.. r h~.. ` ' ~r Fr~y~' ,,'1_.~.,~: ..,.a---° i / 1 ~ 4 i I { k J ~ I I'~~ ~ I % ~ I ~ ~ ~ + ) , o ~ \ \ \ ...''~~~J n .',r'f! ~ l ~ r%'r,r^11 1 i I j 14~ 1 I i / 1 ~ ~ ~
EL,~633,OD S ;J. i`~.rro~'' C~a 12' A ~~'~"f r r %i~ .s- \ `r •r r ,r .`.c.'~~ ,aa"Gg~. ~63~ ~ TflP'"~1~63J.f}(}°.~~ \ C PROPS TY L NE a / J J ~ r r ~~,F ~ . ~.~3a t q ,o ~ ~ , w. ~ 1. " ''t , ,6'~., SEE t~~•( 15~ AG -FQ ~ C OT F '1. r~~ 'ti ~ F ? J r ` a'.i R, r ,rr f„ ti ~ ~ , `y~ f ~ ~ . , , ~ ~ , , , a ~ ~ PHASE I s>wj-Fa~' ~E~C4laN~ ~w / ~ ~rf f'r'y/~//% fl~r r~ r~^a f 1 1 ! ')jr 1 J r~J f I fl / I f! f l/~1 1 ~,1 iy ,,,,'"r'w
~ \ r 1 l~ G ~ rr • , w~ f.. . „935~•~DR~IVERSKM!-D TCH.:^-~~ ~ ~ 1 RIP-R P LINED CHANNE / •a~,~' ,i~o~r ~ . / 1~1 - s r ~.r °''x ,"`n,~rfi:.~~_ -~C,OPE~ ~ ~ vA v ~ v~ ..r' ~r~,~ ~'T 1 J f ~~f / ~ / f >~~~ad,l rJ r I r J ~ / f / 1 / / ~ , ~ ~ ~ ~ ~ \ I I it ~ !r ~ ~ / / f J / 'J ~ , ="a rf rl J r r f ~ f / i 1/ ~l ~ ~ i
s ~ GRADE TO DRAI ` a r r^~r r ~ '"r' i y~5h~!,''~n., .t ` r I ,~1~., rl ~ " r f L4~9;0~- ti ! rf ! / / ~ s ~ 1 f ll 1 I r / / ,.1~i~ Eljo~~Vl~ I \v\v~~ ~„~-"M-~v ~I ( j ~ as r r f r~ i/! f /1 / ! 1 ~ Ixn .R `j ~
F' ` DETAIL 4 .1 ,b ~ / r,. ~ ~/a3 ~ =.rn•, ~ >s / ~ ~ S ~ r r J , ~ - r .'sal . (C~~'3(3:0~f ~ ~ ~ ~ ~ ~ ~ ~ \ j 1 ~ 1 J r f~ s~ ri /fr ~ r r 1 ' f ~f / f / 1 q`~ I / "i 1.1 rn.-.._._,r-'-~ T k ~ i!~IlI ! ~!1 1 ~ f ~s /ff,r rr /•~,h ~-/i/'rf/' / ~ / / / / F 1 / ~ / 7t~1~~~~
niy (CLDS 2',27}` ~ r ~ J J /'r /.,rt jug ~ ~ ti ~~i'p ~ r r r rf r, , ,f / /f f ~ P~(~R{iRY RO K ~CHECIS..DAM ~ \ ~ \ A t e V, V v~ I l i f{ I ~j ~ f / r f / r r f/ ~ 1/ f/ 1 ff I r ~ 1 r ! r r / ~ / - ~ \ ~ ~ ~ X11 i i rf ~ f/ ~'rl ~ f rof f f ~ fJ r' / f ` ~ ~ ~ vv~ r~ J{! { 1 { 1)ti{ r~ / rr ~f ~ fr r~ f/ r a t
~N r fr r / / l _ _ , ~f ~ r' .f I ~ r?t ~ ~O~'Di~ CE ~E(~"`~`~ ~ ~ 1 1\ ~ ~ , _ ~ \ \ \ \ J r ~ 1 r l f ~h l / / r / ~ ~ - 1r1JN I f~~L
BAFFLE INSTALLATION / ~ t ~;?;.,r f u, •`/r t r f r / M- .,pET~Ea 5/~J:0....-.~ ° ~ ~ ~ SECTION A-A ~ 1 ,.c~J r _ - - , I, ~ ~ r - ~ DETAIL 9/C9, ~ ~ r r ~ r ,rjr~ ~ ` l"~.-~~ / r/' ~ (CLD,S~O;CD'~- ~"•~t ~ , l~ ,
TEMPORARY BERM SECTION NDT TD SCALE I r J r r l / (ckDS 30.1) ~ ~ r 6 / . ti , ~ , ~~AvAVv ~ vvA \A",~~fl r 1 ~ ~ 1 I I I, i I 1 ~ 1 / Ir pi j /,1 I ~ / r ~ f l f~ rf / ff 1 ~ ~ ~~..~,~v? oR s'o~~~s~:.t~!_Y y \ \ ~"r / f t I ! f r 1! rr ~c~ 1/ f f y fi \ \ A V \ A r hf, 1 ! ~ i I t 6' / f i' ~ t l / 7 . ' / f /\F ~ d 'i~6 r~ ~e
~~i ~ n;~~ ~ ~ l ~ _ , 1 ~0 t ~ II \ , ~ \ ~,/f I ~ ! i , ~ I , I , / ~ J. ~ s 'y ~ ~ , P~,AN ~ \ \ \ ~ r / ~ J I i I 1 ~ 1 ~ 1 f / / ~ ~ I r c.~ . .,r / ~ DE3 ~'U7S? f; 9 ~ V ~~A ~~,.!~1 f.~~r~,>< r I f ~ I k 1 { i i f ~ r J # ~ 1 ~ f ~ ~ ~ l r 1 ~ ~ {III ~`a~i (3111
GENTLE 5 OPES UBL ~0 0 H GH H Z RD rr J3~ ~ OV I ~ ,Q . ' l i ! / r ~ J t .J 4p0 LF OF`DI 1pN`DITCH`,, SLOPES STEEP L DO E W F I A A ~J - I,j~ ) ~ , ,y2 u ~ f ~ ~,.,~:m ~ ~ t I ry ~ + w n ry ~ Q~ w . M C~ 8:2-4 LOPS x~ o )I~+I DIT~H~ 1,~ ~ `,1 ~ \ ...,fJ '/rr r E E i { 1 1 ~ ~ 1 ~ ~ ! J j J f J ~ rr \ n~ Z0~1~lG: Ui7r ~wX~~
_ TEMPORARY SILT ,F~NDF r ~1 , ~ro I I 1,rr / ~ . 1 / ~ ~ w a o«' K ~ G6, ~ S ~ ,S \ 100 Ibs/acre tall #esCUB / i ~ ~ ' I f y~, I t , m w ~ / ~ ~ ~a ca ~ ~ I ~ `A^`-\ `1 ~ , / J{' r ~ ~ DETAk 1 C9.1 r .~,,J + + J ~ i / ~ ! ~ ~,.st} ~ ~ '-DE-TRlL.4/G~~rO._ ~ o 6 s ~ d ~ it ~ ~ d~ 4 i~i ~ ~ ~i { i~ ~i ~ ~ 1 ~ 1 ~ ~ ~i r r rl. F ~,t 1Lj~ ~~Q\ 1 pz~"~ ~ ~ ~`~J, ~ per ~ k N ~ ~ ~ ! ( / 1 i ~ v°) c c ;1 cq W co C7 W V7 t0 ~i) f f r/ r / f 1Y' ~
SEEDING l ~ I , ~ ) ~ r ! ~ 30 Ibs/acre 5ericea iespedeza , ' , ro ~ , ~ 80 Ibs acre of tall fesue CLD 30„068 ~ J + I~ f,/,_, J I I ~ / f / fr / r / III ~ (CLDS 3~:`a5} \ \ \ \~`h ^r ~ ~ / srµ-,.._ii k4 ~ ' I 1 If ` I~ ( 1 ~ I l / r ~ 1 > 1 / .1- tI ~ ~ ~lg ~ ~ \ ~ti f~•~''' ~ I I l } I 1 I 1 t 1 ~ 1 1 ! 1 1 / ~ rf / ~ fI ~ ~ ~ 5` f~ ~ '~~~w.
MIXTURE / (unscariFled after August 15) _r~- } „r / ~ ~ r ~ < ~ I ~ i j 1 ~ I r f 1'i r ~ f i I ~ ~ ~ A ~ ~ r' / r ~ r1r r r J J/ / ~ t r / 10 Ibs Aare Kobe les edeza / / /r ~ i / r/• r r!~/ / / / r ~ , ~ TE~IPQfi~AR~'` 0 ~ Cf~ECf~ ~R l p r ! / p~ 4 N I` r r ~ r ~4 r J nJ I ~r r r r r r ~ ~ ~ ~ ` v ,-.wr 1 E i ~ i ~ i d ! I I 1 ~ i ~ ' 1 r' 1 rj I / ~ z`~, ~ ' ~0 \ Cf~ECf~~~RM , \ - f ~ ~ 1 i I I t ~ f /1 I ' r r / r f ~ ~ t c~ .
~ rrr , / i I ~ /i ~ /i/ J~,t ~ / rr ~ , ~ 23_~ E TE 1 ` ~ \ F LL: A us 25 - cto r F l.: u us 5 -Oct er 15 Jrt rrr i A ~ r ~ ~?[1F ~ ~8,.t~p f t ` t-.•.- ~ , A ug t 0 ba AL A g t 2 ob ~ / , ~ I j ; ; ~ 1P . ) r / , / t J ~ ~ ~ ~ rM~ , ~ l ~ 1 i , l 1 r / ~ 4 ~ ~ Copynghtd20D8>Lles?gnlResourceGroup,PA, 3~TE ~ \ \ ~ ~ 1 s ~ ~ > J ~ r i I ~ 4rC7 r ~ f r 1 ~ s ;a ~Q~ ~ - ff f I , ~ r,~ /t is This plan or drawhrg and any accompanying documents at ~ A t ~ ~._,r ~ ~ ~ rfi,-' {I I ~ € I i ~ 1 I J 1 / / i 1''rF>~
/ r,~a~ rf ~ ~ ~ I / / r r J ,r care ~.1~. DEl`AIL 5/ , 0 ~ 1 ~ Late winter: February 15 -April 15 Late winter, February 15 -April 15 ~.r , f,~- r 1 ~ ~ f ~ ~ _ € r / r ( ~ r 4 c~. t D "1 1 1 1 i ~ ~ I ~ j ! ' ! ~ ~ t~ 1 + j colculotions era the property of Ra9ign Resource Group, PA; t f ,r = _ ~ i ~ r ~ { 1 f J ! ~ f f ~ ~ ` ~ ~ + ~ and are Intended sdal for fha use of the reel lent noted,
_ . ~ .,/o~i'~'~ r r ~P ~OF`1Q ~M EL: 21~5b 1 ~ I ) ~ 1 ~ \ - - - ~ \ SEEDING To extend spring seeding into Juno, add To extend spring seeding into June, add „ 1-~ , - ' Y'r1 , 2 ^ r r rr ' r ~ + E} J ` I ! ti l~s.N~s,G,n14G -~.~n • ~ 1 t )I, .nt ORA,E.'121.Y f i ~T<•* , ~~.P ~ f~l C~.D ~ l \ s, ~.o- < a ~ \ 1 S \ ~ ~ l ~ ~ ' ' I E E ( I ~ I r { 1 i ~ c. r;g .,I y P I~ No thkd ort use or modiAcatian is rrnfttad without ~ ~ i S 1 k I I I ~ I 1 f ~ I' J ~ rr J I ~ / --~~t~ I toy. ~1 ~a~.. P Y Pe ! ? ~ ~ , r 1 1 ~ i 1 ~ ~ ! I ~ 1 I { ~ ! { i ~ I I Ir ~ 1 ! 1 i I 1 ~ s ~ \ written authorisation.
E ~ . / ~ 1 r •,I. j ~ L ~ n I ~J, 3,~„ ~ 4 f euur~yc , \ ~ 15 Ibs acre hulled Bermuda rass i5 Ibs acre hulled Bermuda toss ~ ~r. , ) r. r y~r^` - FQ ~ ~ / 9 / 9 ,.I.c.71„tl~ Ih{'~$'~,dw.l~~a,~-_f, / / n ti,, ri r ~i &~2 f / r /t r ~ 1 ~1 ~ ^~T~16.8 _ ~ DATES f r ,~L~7 .Q~) 1 1 r ~ i I I I s~~ "nc~ - ~ 4 ..-.,1+~ l i l i it ll{ r , j / ! 1 1~ ~ ' 11111 ~4 ' i ~ a > 1111 'II i ' i~ ,i~.J~ \
1~~>57 PC~h ~ / / n--~ /r ~ > l k r 1 ! ~ I I 114 I ~ tom. Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded t ~ fI r `1 ~ f r 7 I + ~ ~ v '~~r ~'(IJ ~.~a O:DI s~ / ~ r , , r •j fa-~I-~ ~ • ~i , r ~ 1 1 1 1 ~ t f ! V I ~ 1 l , ~ ~ 1 ~ I. i I I 1 f I 1 t, ~1~ r~~4;K~ 1 ~ ~ i ~ < < ~ V ~ 1 1 ! ~ 1 ] I i J { 1 fi' ~ r, a . ~ ~1 \ ~ i 1 i t 1 ~ I I lr ~ 1 1 1 i tlsi P 7 a2 ~
tall fescue is ve effective. tall fescue is ve effective. ; / fri r 42a IV~RSIDN'DITG t ~ ~ \ ry ry ~4);~,a;~: 1NSt ~ ! , , ~--rT ~62pr r 1 , t4 ~ I I \ \ ~,v C.),..^,SICA.l. ~r-P~ I r ti / 1 ~ ~ P~ , 1 S a} 4 I I \ ~ f la. G'; 43 \.\v ~ ~ ~Rl~~r~a ~~t ~ v A ~ ai ~ I ) i I f ~ I' ~ ~ j II l rr ~ jl ~ I ~ ~ G:;.a~' \ ~ ~ ~ .I , Il,li ~ ~ 11~
~ kao-- ..m.~ s / ' r' Y". 625_ ! ~ / r I I ~ I ` ~ ~ ~ ~ti_:: „•.'L. A I lime and fertilizer er sail rests or 400D I lime and fertilizer er soil rests or 4D00 ~ r ~ / r6 ~ _ ~ w r t 1 ~ \ SEEDING PPY P ~ APPY P ~ r ~ r.f r .M- ti y~~M ~0 ,n ( a ~ t ~ ~ ~ ~ *v A ~ ~1~~ r; ~ ~ 1 j I i k 'i ! ! 1 i ~ ~ ~ 1 1 1 r rl ~'1n,~~ ~ ~
_ f ~ r1 <1 s ' r .r' 6 ~ ~CL13 ~tX~5~ ~ / m I [ I j ` } tt ~ I ~ \ Ibs/acre limestone and 1000 Ibs/aara TD-1D-10 Ibs/acre limestono and 1000 Ibs/acre 10 TO-10 i J/ r / , r ~ r r J / ~ ~ I 1 t \ AMENDMENTS + ,rl I , ` r'' ~ 1 1~ r J 1 1 r , 1 1 1 ~ 1 \ ~ a v v~_ v ~ ~V ~ j~~~ I I I~~ J i f 1 I 1 I r` 1 r I 1 l~+{~ i . r' ~ ~ f
fertilizer. fortilizer. J~~ , ~ , / F ~ t r / r ~ 3 A Y D K` GHEC DAIM } 1 \ ~ , A ~9b~~ ~ r'=1' / r I I` ~ ~ ~ 1 ~ I { ~ II ~ I~ ~ ~ r' U rr~rj'~~~" ~~l~r ~ ~ ~ „T ~ ~ ~ r I f J Ji I I i' I t 4 j / / fi ~ ~ ~
~ ~ ~ i , / r ~ r 1 / r r ~ 14 pfV CBNT R ! f 1 I ~ ~ E \ ~i, r l r;AUfi: ~ r r l r r f i t i I I I s a SEEDING SCHEDULE CLDS 30.17A ° `,.r ~w ryz._ ' r ! D ~ 5 c9 a t ~ i ~1 ~ ~3 l j „1 ~ r ~ i~/~I~1~. \~1'--~~`~'I ~ ~-J-, I { I ~qq it ~ I 1 ~i'r~J l' l 1~'~t ~ ~ AL _ ~
NOTE 1 v s ,r r. leer-w r r r / / r f r l ~ -G- 1 , 1 t titer - _ff;,,~'(~ ^~'1` 1 ~ - -4 .r ~ i i f~ 3 / ~ f l ~,rl I ~ri ~.'1'~L ` tD~J~`z~~7~r '
d ~ r ~ r` rr .±:~'rr t'% / - .-~,r" M•~:.,...„~ _,r / ! ~ I 1 ~ ` tt 1 4 - --r~ b . Grown aver--- protective cover must be established on all disturbed areas within 21 Colander days after ~fr,.•, ,w,- ,;,f ` N, ,'2-~. ~ - a ~ u"' ~ .r~ , r~ ~ \ ~ ~ V _ "~-'m. ~ ~i ~ 7~^';~~~k f ~i'~.~ r~ €.+s ~t`~~,\"~'tfik'~r~ ;~+iNE~`~•'•Q~~*
t land disturbing gctivity is completed or has temporarily ceased. ~ r ~ ? S ~ A ~,,.~t w~.r , _ T NOTE z 1~`ut' ' . w7,~,:.- - ~~M s~~"°°fi- " ~ r - ~ - - ~ _ =~..,M„ ~3M1 ,25'uFSE~f.'i ET :lam ~ ~"1^^ v r.~ iW Y~ J ' / `~,0
• ~ d• P t,• ,~..~m-_,,. ,•._...c' "iu~~. .~r b° ~y.,~ ~ ~ ~ + 1 l(,)-," 2J+f,AS;.u€.fOT ~ " .a. I~ .1 - Graded slopes and fills--protective Cower must be established on al! raded slo es and fills within 21 calendar do s after ° ~ - rr r ~ ~ ~ r ~ ~ r>~m ~!a _.G.. _.rc,.. g P y y._~--ti r...n.Vc_r..,-~,ai t - mom_. .~...~,~--,-~-a~~ w_..-.. r_.;-.,,,: r lhl:k - ~rat~a>~ ~4?xe, a n ~ ~ . . ~ r'" Fs."{Testti~fr El.,y ~y~'"Cr~~'scU'~?r,~tl='°° k a l'r• f~'' W ~ ~E(~[]7
a phase of grodmg Is completed or has temporarily Ceased, aa"~~~a~t~/,:ut ~ r ° ' ~ , > , : ~ ~ t----r_._ ~..r_ „~~...W~f - ~ _ , y ! t _ s J lr~,__LL1,------ ~ ~ a°~*-...._,.,. ~ ` ~i. y' <J tl.\\\{' G ~~~'n ~ 1'11~~~~1 1~11J1\ I~
1 ( ! C r , 1r ,_--1,__~__,.,_ r-..~_..__-F._~.•. _.._..~,_._~r_._-c..__ ,c_w__.,.~....".~_.f__._.-. ~J~..._~`~....__ Ss~f'}~s :~y-~ .-~_.r _ J C, r r C I ! 1 ~~d. J ; J J n~ seams, 1 I I 1¢P+a~sz~.a~ l' r _m._..~.sy-_,._ ~ + ..~.--..,1 ~ ~ . _ ~ . _ J ._..e. _ - p SS~f~k~~~, ~ ~ nl 6.x5 qo r j ti ~ / ~
TEMPORARY SEEDING FOR WARM AND COOL SEASON r ,<,J-:~,~E,~4, , , ,r ~-~..f~/.__M , ! _u~_ J r _ ! r.~~'~ - ..~Q'~x;~;-.~~?~
+ ~ ..1... . a . -l r j sr;r+irr~ I~~ r ~r- --l--~- ~,,:.,~~~'.~"_='u_ ~,~x ~ ~ M, M,~',~..~.',„„ae%f',. x, ~ --.L_,_.. ~~1--...,..»....Il ,.~.~.,L.M ff cry.~C'~` I` ~~v ti~ J~+~k~i. " ~ r / r' ~ „„~~•1df1'iP'fF f4~1+'{F G
i I ~ , 1 l I J y ~ J "7 J ~ ~ tii 5 i ~ ,e °""C C l ! ~ ~ ~ ~ EARLY SUMMER SEASON STEEP SLOPES 1 ~ , , . W~.- ~~~,cxl.~~~cr~.~~a'<.~.~r ~ w ~ r; ,p 47 1 __..Ti...,.,1._.-_~,.----~-~°-~ --~N .,,~.a~.,~.,.,Taw..,~,.~m,,.y,,s..:-F.-.~-,,,,.~~~^-~v..~~`°".- 1~.,«,-,.~~..~. ~ ~a,.r.-~~r^•,..~ ""Et .'..,~,:e:.+„~~~ _ 1 ~0 1 ~ ~r n`~""~.'l ~ VELOR~D ~ _ A ~s „~~~~~.*h ; ~ e _F~ . -.~r~. ,S~u~ ~ ~ ~ p~t~: Auc~sr s, Laos
1 l \ S 1 ~ ~ dN 'k7°. ~~rs} t ~ ~ ~ is D,AINA AR TD s ~~~5~'*~t,{1LL,~(~ ~„'~If~~l•i 1~4AD ~ ~ ~ ~r~t~7a,ar ~tH.~
~ , ,~~~ka~2~'~' G; G~~ 1 ~ ~ : ~ ~ m ~ ~ L'~ ~G4d 7";~ ~ _ ~ .~».~.._.,_~is~ . ~ . _-~p ~ ,~I SEEDING 4 ~a,~,~s~.ra 1 c ~ ~ e ~ G ~ ~ n 4D Ibs acre of German millet 120 Ibs acre a rain zlA:,~~'1 I 1.~,: , ,.z ~ ~ ~ ~ ~ © ~ ~w,~s~,c~~ S~7,IME~ "TRAPr~ - ~ __v~s 1~MIADLIw~ i1~31 _~~h% '~.G1dA1~w~~ ~`ti a+ ~~~fl]B~~CF'~1tGhl-}f~~ARD~_-~,~ ~ ~~~~~~a r `~~r~r' ~'~,r~~y~~~~~`-=..._ _ -s~• m~._ T14uiPORARY_SILT FENCE \ ~ ~ r`,,au ~,.6 r~;.~ ~ Pi"0 ~Ct ~Ia.: 041 "'11 ,m ~ ~1~i~~I~K (1a~F(?IF~h~.~ ~ _m.d~,_ ~ o~,-or,+a~~,v:) n c~~ r~. ~r~~ ~
/ / RY (9 ) OJT- ri:,. \ Gs © ti~ ~ rn ~ ~ ~ 1 i ~ ~ r";~ MIXTURE 80 Ibs acre of tall fesue 8t7 !bs)acre tall fesue a .;1- 1,1 1~ ,~1 ~ ~ ~ ~ ~ ~ ~ out~sa r , \ ~1.1'~AC~fS / - 1 I u .,.5'dl li3Y "f,Uri !,I ~ 1 1 1 1 1 ~ ~ fA3R6 ~c GUTS ~ 1~ _ ~ ~ e.swm a c.:~v -,~~""~n W~l~ `-sF' W:'; i~>T ~ ~ ~r^`
t _ ~.a, _ ,w 1 I _f.._M~d ~.._~`r,-:-, u .~'m,,,.~. ,,_m; _~'-~.e 7"_. N-^~ .:.r.-~-,-..'......,,-J,. l.T--.,- ..1. ...w.... w„_._~... ~~F - rx 3 i f ne ~n~,ls F_~ - ~,A ~ ~ _ ~ (CL.oS`~o~e~)_ - _ ~.___-..\`f ~ . ~ ~ ~ ~ Revisions•
May 1 -August 15 petober 25 -December 30 y_,-__.~ r r ~F~.,{--EC.~~-m~:~_.w~....~~s?~___.~~a_~.~.~;..a a ~~~a_.~ ..............~_~~,~.~.w«`,~r_~ ~ f ~ ~ „C1 aw~. / ¢ _ _ ~ ,"~t41,r as ~aRW1tLY ~fJp. QR~ `RNi~RL QP rc.:..-_ ~ ' ~ ~ ~ a~-_ r,.~9,!_" ~ -_.._s„ 1. 11.12.08 PER CMPC REVIEW _ ~ Vin.
' r~,~ J _ .,_r ~,4.__ _ O1N I~ ~ R RI_Y h101Y 47R F"a~tv'l:r~L.Y ,4 E3Ai{R r I -FAE(kYr _.a~lV-I2 ~~p~`F•RLY h- 1 OUThSEfdr~ S' E 0~ itCD{J' N Q O4 ME ~ 1 PgACK , f;Vii~ a d ~uii'e, 1 ~~r R~ ~s CH RL.CS yr ~iURRa1r 41nrJ ,vEfe, A ?_RE 7 T'G 2r - CYDI Fr1 A~!?~~~>~ c~_o~~~e. A a~ c V-I2 ~"ti z RLY l~l~ ! ` a...,,., ~ , ~"'--„^^^^'"A_ r r, sue.: . ~ ~ ~ ~ ~ ~ ~ ~ ~ , SI. ~I"i _ -...mom. ~c ~ - 7
+ R~G'~!T~•C~~ ~ dIAY SCALFO ~ ~ ~ Cl, P, GULP ~ ^v,.. r t L A G hL flY I r SEEDING Refertihze 4f rowth Is not full ode uate. Between December 30 - Februa 15, I DE~~.1~.~"2"T`'G 981 I f{ ~ II-~. _r<o~-f7-' ~ ~ I - ` 9 Y Q rY f~1T ~LrgL~~ ~>I:r~ ~ 1 0~ b775 PG 7.3~i ~ .r~~6 7522 €'G nll , 9 ~s,c~ I a~i ax 3 ar nu i~c~,~ ~c 7b8 v~ .~-..a-~, »4t7of: ctEN su UiV151aN ALt, QF Laf~Qr 3 721 €'G~7~11~`,..~~~ / /r"1~; SHI~~P"A 5k1~€'d ~ ~ ~ ._..~~rt~,'cf~ir --«---~..ra; f-.--_o,.~~^ e ~~^.1~,;.~, ~~,_~_~cl,-~tc_.`': y1nT 1~
add 50 Ibs/acre of annual Kobe lespedeza. ~ ~1Pf. U--2 8 c ~ ~ A-1• C,_,~,ar .t..cF DATES ~n~~cr a~7~u1~3 •L ~A~I)~ v~ wsa~~~~'~~~e; _..J~~~~a~ LnaM, aw-,m,, ~._i~uF~ airy cue; aupp:~s! i~RA. ° I raaRC A glr~x~r~ct:~,r~"~i ,u9o;5nslo ~ nor r a~ yy44~~ rr,,F A , ER,(n~`Ei~! aUt30;li5k(')Y f 7 ~D8 ~C^Bfi PG 1,~ ~ 1l / 1.._ AL4m-CS.F.-9.U1rF~ m„ . _ .,h i ~ F 1 ~ t I ~ II r I~ ~ r`~ ~V/
_i.._i -rnr~i~~. z~_z~~ JaH,45~ 1 PARCEi_ A ~I,F fi~l)ER' GLCti SU~17fVi51t1 ouin~. i ~re~rr~ a h"f~ 21 F'G ;r:'75 I {9E~'tS~ I °A~C(1. ah ,,s~ 1 ~n.~ee.. n'ti ! ~ ~ ai~~xp~l€J~R r~~r~ st~aal nsiala ~ „ ,~e.,,K , ~ ~ i~~ ;3 I h ~ ~1 t~. ~f , t>'
mppy Yuuu iusyucrp 5uuw or equivu eni mNNy -ruw us/UU1V auuw Vi cquivu V11L FFASt I ra U L I pf Qrg3 10~ s~ 24 aG 275 US SNG41_ ('rih'!~Y hfB 21 PG 7.75 t~B 2 PG 7Y5 hydroseeding. hydraseeding, f I'IS j~C493i m 11 PC) 2751 I l,1~II1G: -3 rIQ 40 93s1o7 13 21 P' 275 PHASE' I PARR, A 4i +rr_ v:uv avi >CQUTHERN 51pE, OF NCOQ NDl1 Dt EOEw ER\Y rk0~f13R107 r A i PG 111 R€GIiT-Of4 SCAIO ` e
PIO ©a95Fgp.s f%13 70NING: N-3 ~IOh9TP105 j }5S: SING . FAMI[,Y LQ G- N / ZONI IQ ~€3 soh Y' 21 PC 275 601 A , LG ZORN(", R-3 P ID ~O~S38i0$ _ U I A418 ~ c i NCUOT PLAN. DO ~ ~ U. C,.7 f7U 1 X14 P[7
5 ; 3hN(~LF 6h}.'~~Y TUNINGSaN[1, idF13h4 31LY USE: i-I G U4rF' SINGLE f~'d.r SEEPING VG; C-:S E fi nkILY APPIY lime and fertilizer per soil rests, or 2000 APPIY lime and fertilizer per soil rests, or 2000 SINGLE FAR.'( / I ~ TON \e R-3 71-# U 2503 C 3 ( LOT 13 OF~ 7QNkNC s f JSE: StNCY AMILY i. . S~h_C;.,. T"Ah9LY PROJECT .2C,726L13 g . Pin-- CRf V~;W C 0 f Sll°P€VI.IQIJ
Ibs/acre limestone and 750 Ibs acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10--10-10 i / AMENDMENTS , f l / MR 22 PC i11 ~ l PSV~~ / Fop #U)493a1a ANA J
I ( / fertilizer. fertilizer, r~ 1 I I ,r ZONINC. R->) 'fin al _
1 ISEEDING SCHEDULE CLDS 30.176
r I V / t. I J ~ ~ r f r / ~I l 1~ I r ~ 1 ~ .7x1 Sheet C3.0

EROSION CONTROL LEGEND SOIL TYPES:
WkD WILKES LOAM 4%-8% SLOPES TOTAL DISTURBED AREA: 7.28 ACRES NORTH TEMPORARY SILT FENCE
WkB - WILKES LOAM 8%-15% SLOPES TOTAL SITE AREA: 8.18 ACRES DS 30.06 CL ~ A
EnB - ENON SANDY LOAM 2%-8% SLOPES SEE DETAIL 1 C9.0 / Ei1 B
SITE B~QRB YOU D19
~y DOUBLE ROW OF HIGH HAZARD
~ slr~ TEMPORARY SILT FENCE W WIRE / y~
~ ~w ~ ~ ~ MESHED BACKING & WASHED STONE STq~`G u ~ ~ R 'I WtK g
CLDS 30.068 SEE DETAIL 1 C9.1 / 5350 (n~0.039} S75 {n=0.050} CALL 1 8Q0 832.4949 T /'ti ~ ~
MALLARD CREEK CNUiiCH RO ( e~ KC. 01lE~CALL CE~iTEtt V 1 a ~ w
1 1.0 - - PROPERTY LINE .off ~ 1.0~ ~~.o ~ SRO ~ IT'S THE LAW ~r Q
3.0 3.0 3,0 3.0
q ~ LIMITS OF CONSTRUCTION/DENUDED LIMITS tiG~c~ o= ~ ~ ~ W p
_ ' - ' - ' PRE-DEVELOPED SEDIMENT BASIN DRAINAGE oq 3~ 5'
~ ~ AREA
~ SWAL,E ~1 SCALE ~2 ~
TREE PROTECTION FENCE A
~ ~ w ~
VICINITY MAP TCE rCE- TEMPORARY CONSTRUCTION EASEMENT so 501E VICINTY MAP NOT TO SCALE ~ ~ ~
NOT TO SCALE ~ ~ ~ r \ ~
~ STABILIZED CONSTRUCTION ENTRANCE ~ ~ ~ +
\ CONSTRUCTION SEQUENCE. ~ (SEE DETAIL 2/C9.0) ~ ~
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE DITY OF CHARLOTTE ENGINEERING ~ \ ~ ~
DEPARTMENT, ~ ° t~_ ~ RIP RAP tSEE DETAIL fi/C9.1) 2, SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL [NSP CTDR OF THE CITY OF ~ E
CHARLOTTE ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH ~ , ~ , _ ~ \ I j ~ ~ I I,. ~ ~ ~ . ~ POST-DEV~COPED ~ ~ ~ ~ ~'i
M ~ ~ ~ ~ I , ~ I11, / \ CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE III it~ I. / ~ ~ DRAINAGE AREA,~TO 1
CITY CODE AND !S SUBJECT TO FINE. ~ ~ ~ ~ ~ I ~ I III r I r ' ~ l ~ I I ~I I ~ ~ 1 1 1,11 I r ' ~ ~ SKIMMER SEDIME T ~ , ~ ~ BASIN ~1
3. INSTA L SILT ENCE INL P \ \ l ~ ~ L F ET ROTECTION, SEDIMENT TRAPS, DIVER510N DITCHES, TREE PROTECTION, AND OTHER ~ - ~ ~ ~ I , II I ~ ~ Ilr~i , i~ ~ I I I I I~ .e s \t ~ \ , 9,73 ACRES ~ ~ E ~ ~ ~
MEASURES AS SHOWN DN PLANS, CLEARING ONLY AS NECESSARY TD INSTALL THESE DEVICES. ~ ~ ~ III Ili~l,;, 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED INSPECTOR 155UES THE GRADING PERMIT AND ~ i ~ I I i l~ ~I
1 I / ~ I 11111, . CLEARING AND GRUBBING MAY BEGIN. ` ~ ~.,'f $~I`I III'4` ~ I~' `~r~s:e1~
5, GEOTECHNICAL CONSULTANT SHALL BE RESPONSII3LE FOR CONFIRMING THAT 7HE EXISTING SOIL 15 SUFFICIENT ~ V ~ i L I, I i ~ I )
\ ~ ! t• III \ ~ , TO PR DUCE MINI UM I FI TR TID RA D =01 F IM F T I \ ~I ~ I. ~I, ~ I 0 A M N L R N TE F K T/DAY 1MTH MIN AL COMPACTIVE E FOR WHEN ~ ~ I: i ~
CONSTRUCTING THE PERMANENT WATER QUALITY BASIN, IF IN SITU SOIL IS DEEMED INADEQUATE, IT SHALL 6E ~ ~ ~ ` I ` r ~ i;I;Lll~ll!
` ' ~ W / r` I]~II~ _ NECESSARY TD U5E AVAILABLE ONSIGHT CLAYS 70 CONSTRUCT A CLAY LINER FOR THE PERMANENT POOL, ~ ~ ~ ~ \ ~ ~II I III{ \
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND ~ \ I E s i r; \ \ \ / it I I STRUCTURES. ~ ` / 1 ' I I f i ` ~ 1 ~
7, FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR NOTE• ` f I~ G s II
STORM DRA[N INFORMATION ~ , ,I TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES, ~ l r1'i I i I
STABILIZE 51TE AS AREAS ARE BROUGHT TD FINISHED GRADE. SHAWN FOR REFERENCE ONLY. ~ ~ : I III , ~ ~ fi 6~ ~ /III, ~ 4
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL DF EROSION CONTROL MEASURE. SEE SHEET C4.1 FOR ~ , III, y " _ ~ - CONSTRUCTION INFORMATION. ''MAINTA I ~ 'ill I
10. ALL EROSION CONTROL MEASURES SHALL t3E CONSTRUCTED TO ACCORDANCE WITH THE N.C. EROSION AND ~ 1 1 Ili ~f) ~ `-s,rm....-„_ _ + ~ DflI~BLE ROW~F HIGH IjA~RRD I,s r ~ - ~ ~ ,
SEDIMENT CONTROL PLANNING RND DESIGN MANUAL, U,S. DEPT. DF AGRICULTURE, CITY DF CHARLOTTE ER0510N ` ` ' ~ ,r - ~ ' ~ ~EMPORARI''SILT FENC~ I\ I I , _ _ CONTROL ORDINANCE AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. ~ ~ I ~ i` r
, I ~ _ DETAIL 1 C9,1 + ~I' rii ti ` } ~ ~ INSTQLL`~;N,4~ 5350 ~ ~ '
~BOSION CONTROL NOTES; ~ _ (cL~s ~ ,OBB)f ~ , ~ 6~ ~ ~ ~ , ~ ~ ~i ~ , 1 ~ ~ ~ A~ /n I r / , 1, ALL "CLDS° NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL \ ~ "1 I I r~ ~ ~ ~ o ~ " \ / (PERM;4NE~M1JT tTURF ~ •
2, DN-51TE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING \ ~ ~ ~ r li/ : ;'i 4TI - ' ~ _ ~ ~ , , ^ 4\ 4 ~ , ~ , \ ~ ~Rt'INFaRC~EMEPIT MAT ` i` ' ~ i ~ , ` ~ \ ~ SEE} DE~'AIL TFI1.S SMEET ~ urge Grou
ADMINISTRATOR, ~ ~ ~ ~ ~ I ~ 3g µ ~ t ~ I LIMITS OF CONSTRUCTION ~ ` . ~ p
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 1S A ~OLATION DF THE CITY COUNTY i e ` - - - ~ ~ ~ ~ I ~ ~ i Min LLf ~i M J^`~ ~ r ~ ~ 1 ~ ~ y 0 / i { I ` 4 IG3U Il~~t ~d ~7~~t, 8 C14
1 ; , EROSION CONTROL ORDINANCE AND 15 SUBJECT TO A FINE, \ 3B„4 a"^f~?. ~ MAINTAIN ~ f r ~ "ti ~ \ f ~ ~ ~ ~ 1. sz ~ ! ? '
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE ~ ~ ` BAFFLE INSTALLATION ~ ' rf ~ ~ - ° r CITY COUNTY EROSION CONTROL ORDINANCE AND 15 SUBJECT TO A FINE, ` 4r/ r ~ ~ ~ , ~ ~ e~ \ 1~~ \ ~~~`"ry"` ! {r ~ ~ MAINTAIN ~ ~ ~ 0~9, N~
/ DETAIL 9/C9.0 ~ ~ 5. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DRYS, REFER TD EROSION CONTROL ~ ~ (CLDS 30,19) ~ ` y'~~~'"--'~- I~ ~ ' i w \ ` 1 f TEMPORARJ~ SILT FENCE 704,343.0805 idlc 104.358.9093 ,rf ~ ~ ~ f
ORDINANCE FOR ADDITIONAL REQUIREMENTS. \ - ~ ~ r ~ ,,,r ~ y ~,r.~ G . , ..,1 ~ 1 ~ j 1 I, i ~ I "I ,I i~ It s t ` ~ 1', ~ETAIL 1 C9.D '~A ~ ` I11kYYY.~~.C0111
fi. AD iTl NA ME SUREST NT I ` ~ ~ = I' D O L A O CO ROL ER051DN AND 5ED MENT MAY BE REQUIRED BY A REPRESENTATIVE OF I MAINTAIN , r' ~ ' ~ _ f( - - ~ ~ \ ~ .I i ~ it i ~ ~ 1 ~ ~ ~ I ~i ~ ~ ~ / ~ (CLDS ~~06A) ~ ~
THE CITY ENGINEERING DEPARTMENT. I I ~ MAI THIN SKI MER EDIMENT B S N ' ~ ~ / ° Landpe A~ohiteotar~
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2; 1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE 1 ~ - N M A I ~ \ ~ ° ~ ~ ' ° \ 1 \ FA}RGLQTH,, SKIMMEfT ~ .NAIL 3/09.1 ~ _ } ._m:_~,,. I ~ ~ \ _ G,~-~ ~ . o~ ~ j ~ N .t I I t ~ V ~ i ( 1 1 u~S L4~U~~ F~.R3~ r~ \ ~ t `fO~~AJU `i'lIIQl, I i ' I _ 1 + i r~ ' ~ ~L
TERRACING CLDSM 30.16 1 - - DETAIL 7 C9.1 ` ~ ~ w - r'` ~ 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT ~ - .{CLDS 30,026) ~ ~ - ` ~ ~ ` ~ r \
PREVIOUSLY APPROVED, I ~ ~ ~ ~ ~ \ _..a - y 1 ~ 1 { ~ ~ ~ ! ~ 4 ~ ~ Ali ~I ~
9, DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT I ~ ~ _ tm."_ ~ ~ 1 \ _ ~ ° Giv~l E~gin6@1'~11~
P E-COS ~ ~_.,.I. , R N TRUCTION MEETING, MAINTAINS INTAlN ~ / try ~ ~ ~ , ~ i \ t j f ~ r F rr~ ~ ; ~ ~.k . ' a ` II ~ i~ ^a ~\,f ~ ` ~ Land P
„ BN11~ PER PREVIOUS l ~ ~ - ~ I; 24 RCP IN~TAI.LATEON ~ ~ \ ~ ~ . ~ \ l~nning ` `I I ` ~ i ~ ~ ~ t + ~ I{ t ~ ~p i 1 ~ MAINTAIN ,
PER PREVIOUS INSTALLATION ' ETAIL 4]C9~ ~ ~ 0 ~ ` I ` t ~ i I } ~ STABILIZED CONSTRUCTION ENTRANCE ' `fir, ~ I II I~~y~l ~ I f I I i i I ~ ~ V 'ti ~ i
~ DETAIL 6/C9.4M- ~ ~ _ is ~ I ` v ~ ~ ~ 1 s t I I I ~ ~ , ~ ~ ' I ~ ~ DETAIL 2 fC9.0 .1,.T, l_ `-Tr ~ t ~ i
s/ 1 '1 1 _ r r ~ ~(CLDS 30.11A) , ~7 T q } t
.~_m mm_T.. MAINTAIN . ~ I / 'k,~,,~ ; ' r`z 4 I \ ~ \ \ t ~ ~ ~
r ti f/ k i ~ \ ~ RIP-RAP APRON ` / r/ ~ 1 ~ _ 1 ~ ~I ~ ~ 1. 1 ~ ~t t 1 i ~ ~t ~ ~ ° ` ~ t i ~ ~ t ~1hiY ~+;y _
~ -~,•-•-PE~,PREVIOUS INSTALLATION I I ~ } ~ t 1
~ ~-D.ETAIL 6/C9,1 1 ~ r ' ~ ~ t I { ~ t 1 V V p C f .f ~ ' S ~ [ 1 \ l \ ~t ~ ~ 1 1 V } Gsi..y I.~7:,CiR4'~ 1su'Ea~
~ - _ ~ (CLDS,V 20.2} I ' 'r ' ~ r ~ I I r £r~"~H_..~M~ ; a r ~ f 1 ' ~ / f A 6~' I , ;i LEA ~h' ~ />4 fir, ~~f'.~ ~ ! f r I, 4 L a ~ 5 t , r [ ~ ~ j-'; ! l ; k~ ~ ~ \ ~ \ 1 t \ t ~ ` t ~ t \ 1 ~ .F V 'I + pad "~t`~ff
1,~a.r, PHASE I~
M aM _ GENTLE SLOPES STEEP SLOPES e }
100 Ibs/acre tall fesaue _ ~ ~ % / .;'r , ~C.=- , . __w
SEEDING 30 Ibs acre Sericea les edeza ~ i / ~ ~ l P / G,,,,/ µ - -MAINTAIN 80 Ibsfacre of tall fesue ~ ~ ~ F/~~ %„~"o~',~ ~ r . ~ r `~'f „ _ `•~4 ~ t ~ ~ 11 ~ i4 ~~~V t A ~ ~ R`t ` ~ n I o, I ~ ~E, cG~' ~„w_ PAIN -~~t ~;f". ~ + I~ } 1 ~ ~ ~
MIXTURE (unscarified after August 15) ~ , r?~;~;r•'•~ ` ,.s` . -~•INSTALL $ DIP ~ ~ / ~ 1 D Ibs acre Kabe Ie8 edeza ~ / `t'r~r ~ ~ ~ e" f P „o, tsr' , / sy /rr _ EMERGENCY DRAIN PI GENCY DRAIN PIPE , ~ r I~r~ , ~ = ~i I i ~ i ~ ~ ~ ,I i ; ~ ~ ~ `I ~ ~ I ~ ~ ~
r fir. f" (y~~. S, /f/ fir;r f/,^'.~f"'~ ! . ~ i°-' ~.,A FALL; Au ust 25 -October FALL; Au ust 25 -October 15 ~ ~ , _ f G,~Z~.r~ „f 1r ~ . ~ ~~r .n';,,,-n,,. # ;_.,,`R_DETAIL 6/C9.4 m -
.r n g g \ 'r Y [x^',. / a;4 g ,,,;11, f f f / ~ \ r i" ."v _ 5"".~- PROPERTY LINE ti ~ fi y~. ~ / - / \ ' ~ ' Lake winter. February 15 - Apnl 15 Late winter. February 15 - Apr31 15 ~r ~ c'' a/ / r" ~ ~ r ~ r \ ' ' ~ ° \ \ "`f~ rr ? ~ /f~ ' ~ I I 1 f / ~ / r I' oa? `}~1 ~'6.,v i r-~ `
\ \ C? eta \ 4~,r,~. _ f/~ s~ \ f yam' -t" ~ _ \ SEEDING To extend spring seeding into June, add To extend spring seeding into June, add ~ ~ f . ~ 'you;! ~,frtr ~ - - - .o~- ~Ty~v,`~ ~ ~ C 0 P °~"o"~ L~A~IN~ I r ~ ! ~r) ? / ~ 7i r / ~ ~ f ~ 1 i l' / /f / / ~ ~ a~
15 Ibs/gcre hulled Bermuda rass 15 Ibs acre hulled Bermuda rass \ >c' ~'•`h R ~ "a, ~ f`, ~ TES 9 / 9 CATC N IN T P ~ k, \ T ,•p~ f ~f . \ ~ \ DA H BASI L RQTECTION L / - ~ /4i P~e~ X9`'7 K~! f:'i "la'" ~ rs"s' k ~~S4~6C'_,-" ` \
Overseedin of Kobe les edeza aver fall--seeded Overseedin of Kabe les deza over foil--seeded / . ~ r r ' ~ ~ \ 9 P g Pe DETAIL 7/C9,O ~ , ~ e , r , e ~ ` ~ ~ I / l I r ~ ~ ~ fir, ? I 1 I 1 / / ~ ~ ~ ooh ~ ` ,ie I~/ ~
fail fescue Is v ffectiv . tall fes ue is v e fe ti e. f 4~ ~ f ~ . ~ _ Sz ~yl,~ ~ ~ ery e e c ery f c v (CLDS 30.1) (TYPICAL a / , < ~ . f q`~r ~ \ \ ` v ~ ~ ~ ~r
SEEPING Apply lime and fertilizer per soil rests, or 4000 Apply lime and fertilizer per sail rests, ar 4D00 ~ ~ r ~ f ~ / " 6; ~ ~ ~r~ f ; `n ~ k t \ ~ ~ \
r Ibs acre limestone and 1dOD Ibs pcre 1D-1D-1d Ibs acre lim®stone and 1000 Ibs acre 10-10-10 ~ ~ ~ "~"r~isr AMENDMENTS ~ ~ c, ~ _..f r f~$. 1 ,1'r " _ a / / / k ~ ~ , , ~ ; ~ I ~ r j1 r / ! / ~ ~ k ~ ~11•a CapyrigiAt ©ZDD$ Design Resource Group, PA
fertilizer. fertilizer. ~ I / ~~Y ~ ~ i ~ f , . ~j' ° / /r' ' y w "~dsn,. ~ww \ ~ ~ ~ ~ , i ( ~ 1 ~ ! ~ ~ / i M, This plop ar drawing and any accompanyhtg documents ar
NOTE 1 ~ l x / ;p ~ ~ / I i ~ ~ ` I ,5 i ~ I ~ ! ~ 1 r c. 1+ ¢ ~ ~1 i °e 1 t 4 r, i calculatloFlS ora the property of Oosign Resource Group, PA; ' ~ ~ ~ ~ tits , i ~ , I ~ ! r { ' ~ ~ ~l / ~ / ~ ~ °oI ~ t I_ qnd are intended sofeiy for the use of the recipient noted.
~ t ~ 1 r ~ ~ ,f, ~ y A/ I I ~ ~ I r f ~ f ~ ~ Ground Cover-- Prateotive cover must be es#ablished on all disturbed greas within 21 calendar do s after I r ~ ~ o l ~ f , i ~ ~ ~ \ ! ~ AN. a r , 1 br ~ op ,•0. / ~~i~~~ No ih[rd porky use or modlflcation is parmftted without ti ~'~C~~ E ~ 1 y.r ~'".,.r ~r ~ i +r ! ~ l ~ j r~ 7 ~ ~,~r I~ 1 i
y MAINTAf r ~ ~ ~ r!/ + ` e~%~' ~ ! f / r ! ,r l / /J r ~r ~ ~ ; land disturbing activity is com le#ed or has temporaril ceased. ~ r ~ i j i~ r ) Fa ~ ~ ~ ~ :'.~,h' -~c~ ,r P y / r~ I r I n r -fir ' ~a-:.: NOTE 2 DOUBLE ROW OF HIGH HA ~4RD ~.,r° ~ a' I f' - ~ ' " , y` , , +~f~> _ , ~ , ~ ~ fy 1 * 1~yF\64,.~~..~'`ny ~ iC ~ I ~ ~ t u to .p ~ `rY f fl ( ( /r ~ het 1._' ~ t~~~ V Wfltten a4lhefiRatlan~ ~ I 1 +;11 ~ -
Graded slopes and 511s--protective cover must be estpblished on oil raded slo es and fFlls within 21 calsndar da s after TEMPORARY SILT ENC~ r Ise t\ 1 t / ; , ~~.1 , ~ - ~ry. ~ \ ~ ~ g P y DET NC 1 C~.1 /r / 1 ` I II! , ~ r / / / i e v ~~~rD ~ ~""i^~r4 ~ lti I I 1 ~ i I t ~ a ~ rn f , , ~ ~ t ~ ~ ~ . , s S ~ i ~ I ~ r ~ l ~ li I r ~ ! ~ 1 I / ~3 ~ ~ ~i ~ c`3 ~ U I
T a phase of grading is cpmpleted or has temporarily ceased, ~ / , ~ ~ E ~ ~ f / f / / I \ \ ~ ~ ~ I t ~ ~ - ~ ~ ~ , ~ fS 1 • ~
_t. t , - fxp ~-..~.:i r ~ )ll~ i "'C I r 1 ! i I ` ul ~I~{ ~ ~
SEEDING SCH£UDLE CLDS 30.17A /f / ' ~ u, , , -':m ~ / / / ' ~ rf c3~~ /Fr f~ ~ r~ , I r ~1 r 1 1 r ~ f ,/~v.~r f I I6~' J /1 I }"~f '.f, / `1 f~"r41Afi ~giG7C'l'e t ~i ~ 1 ~ `1 ~ + .k"' ti ~ i/ ?i/j fr('r I rl + i ~ { I f ~ I ~ I ~2 f III I ~ ~ ~ ~ ~ r5'
0 f - (tl I ~ / 1 - { ~ 'w.'~ ~ I t ~ - 4 ~ I I I 1 I ~ r{ ~ / ~ / ~ ~ , t ~ WSJ ~ { ~ ~ ~ ~ \ L ~ VV 1 I i l I ~ 1 II 1 ~ { 1 ~ ~ ~ 1 ~ f i~ ~ I t 1 ~ \ - ~AL -
TE POR R SEEDING FOR W R R COO SEASON / - ~ u~ ~ I , , " ` , ' M A Y A M ND L ~ ~ ~ ~ / a , ~ ~ ~ o , I I ~ I
~ t ~ r ~ i ! ; II ~ I ~ , , ~ ~ r , ~ r { ~ ~ li,~ ~ 034267 ~ ~ ~ ~ I~ I , t } I I I ~f ~ I r I ~ ; c [ f f ~ r~ !i'~ ~ ~ ~ ~ ~ s. ~ t _ . e._ m,.. i' i ~ I ~ I. ~ ~ ~ ~ t I < < r } 2 t ~ i ~ I
EARLY SUMMER SEAS N TEEP SEOPES ' ~ ~ ~ . - r ~ r , ' ~ ~ + , } ~ 1 l i ~ u ~ ~ S / ~ , / , ~ ~ r ~ s, ~ ~ j / /f / r` .r,. ` f.` / 1 i ~ 11 { ~ I I ~ BST 1 - t , ~ k 1 I I I f I I ! i V ~ l E ~ `i ~a ~ . ~ i ~ ir~~fJ,' `+J ~ B.~T ~v t ~ 1 ~ v 11 , I f + I ~ I 1 , I ( f { ` ~ ~I i~ ~ 1~ i 1 E ` i ~ti
~i r ~ / f/1 I ~t.~rf~1 'r~i. I ~ ~ , ~l!-~~ ~ e~ J 11 I i ~ ( hf V ~~"~s"~'~. _ \ ~ ` \ y\ ` 1 I ' ~ 1 1 1 I i I j 1 ~ ! i' ! 1! ~ ~Vt~i:, 1 ~ Ir ~'•;.~iN SCI ,R ~v A ~ ",.v ~ ~,...___..T_.~ ~ ~ ~ Vt ~ 1I ~ i ~ i I I i~ ~ i ~ i ~ I. ~ I ~ ~ ~ Jr 1{ f ~ rf ~ ~~yi4'a~ t. ~
SEEDING ~ ; r . ~r..~.. >~---~s`'-' -~1-, i 1 ' 'l u \ a 40 Ibs/acre of German millet 120 Ibs/ease Rye (grain) , /a ~ / i f~ ~ ~ / / / rA ~ / 1~ ~ ~ 1 ~ ~ ~ ~ ~ \ -`s
J MIXTURE r~ / / ~ / f'` ~ ~ r ~ 11 i s ! ~ ~ \ \ 0 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue r ,r.--- f'~ ~ , f r ~ ~ 1 I ~I 1 ~ r ~ : i ~ pc / ~ / I r r t \ ~ ~ ~ ~i>>~~ NORTH ~ r °qI L, ~ ~ \ 1~!~, ~ ~ '~`.~J I }1 ~ ' I + f I i I I ~ { f } f F! ~ ~1~~~1~
- r/ A /-'F' i r r I V I \ z ' ~ / -Mr. ~ ~,r'. ~~:4~ i ~ ~ ,i I j~r~' J 1 1 ~~'i•^„\" ~ ~ 'r L„~ I~ ~ ~ ~ f / ~ i °t~~ ~ ~ ~ ~u~~'-" ~
~ - - ,r f rS ~ f ,t `j ~j , ~ 1 1 May 1 August 15 October 25 Deaember 30 1 z ~l . e'' F.i i ~ ~ ; 6f1+, ti~~. ! r 1,,. . ! ~ ' ? I' I I f / ` t~. ~ ' 1 / ~ I
.:+7 fr a s 1 . _ {D3 e ' r If ~ Are rK, /~(7`~ ~ r f / f _ ,_L.~ r ' ~ ~ ~ ~ + ~ t M1 \ ~ vs~ ,~-~.s'' }I~ti ~ }'~'I 1 ~ ~ w ,r~.,~Y ~ } ~ 1 .fl i ~ I`,~ Y~f ~~1~~rai JCCI~~• ~f _ ~0~ yuw i / ~ ~ ~ rI fr t„r''", uc44y,~, s4r;~
W SEEDING Refertilize if rowth is not full adequate. Between December 30 February 15, ' fir' r~ f ~ - ' ~ , f I ~ ~ ~ ~ - a,H i L ~`7 ~ ,a i ~ ~ 7 r ~ ~ 5 -t e:~ .i ~ w1v f `A R~ ~ l7 V L1JOU ~ ~ rs~` ~y} /y r I
W add 50 Ibs/acre of annual Kobe lespedeza. `~~FF r 5,, ' DATES ~,~G f % ~ . r~w~> ~ ~ ~ y, za, u,a: ~ ~ " ~ j U~.;.F ~ r~, ~ xs w''^" „'1~+, i" ~+5p~ s ~ ,rF ~ w.\ ~ D~.1I ~i. i"tV JT ~~F 4 ~ , ~ - , m 'r , ~ ~ R ~ti\~-'~ 041-115
~ : R. a Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or equivalent . - f / ` ~ ~ ~ ' "`"""k~-~- ~ :W`' ~ ' ~ . L ~ P aje t N
hydroseedmg. hydroseeding, ,.;,,.n,; r,~ r ~ ~ , . ~ , ~ ~ _,~~t~~ a° x_e. n,. ~ - - ~ r r, r p c.-..... a „r. rt r m r_...___ ,1 ~ r~/ l~ R2Y1~10115:
I r r -:f__. ~ a C-_ _ _ 1. 7 ~ - -.._.-,L _ Yy ~ _ - . SEEDING Rpply lime and fertilizer per soil rests, or 20D0 Apply lime and fertifzer per soil rests, or 20D0 r ~ I r ~ -pry- ~ r~ C~"' 1 r I" 1 - ~,A -
p Ibs acre limestone and 750 Ibs acre 10-1Q-10 Ibs acre limestone and 750 Ibs acre 10-10-10 r I f°°_ ~ r 1. 11.12,Q8 PER CMPC REVIEW _ ~ ~ ~ .r'"~ >,+~n!~Tl~o ccvc~Ft~ ~ ~ar~D~ 'v`~ ~rti
AMENDMENTS / / / / r ~ ~ ~ ~ i l ~ r ~ i T r..:..". y,~_._~-L..~,~ ~ I r ~ ferkilizer. fertiliser, r `f-- - ~ ~
I G~ ( f 1 r x. / I C 1 ~ t?~'..._ `SdVtU~.~iC f;.~"1~f~1EJ,~~R9...-.~~ ~W_"e;~~,.~^~'~~.- - ~ ~ q A ~ I f ! h ~ ~ .t.,.~,:_,,,J.:~.~~'m,....,,.~,.~.^~"' .NM„-.-..,P,,.l,~.,":,,.`~. -.~,:~"~.,.9-L,--~~.~~~.. K -.~-~T.~.»..,~._.~: ~.-b ~^r~.".}..,,:.,'i 1 Eo' ' ~°~5.. rv"r-w'..°^`'.,~°`~~°~c ~ '...T'" . , ` ~ _ 1 ' ~ ~5,~ R , \ \ t~ F ° \ ~"'~sq • ~ - ~-a:{~~°~'~~~,~~.l.~~p CC~~~!4 uh'~l~2Ch~ r~~(~C ~1 \ ~ r m. `a ~ s. ~ - ~
~ I ~ 1 1 ~,mt.: 1 1` ~ rn , m ~ ~ 6~ \ ; s 'Gr 1,1,x, SEEDING SCHEIJDLE CLDS 30.178 I i 1 II t d 1 v e ~ m m a ~ ~ ~ 1 ~ 1 ~ - ~....~___ue.-_. ro `V ~',~u l1t ^ 1~1E~h~~o~s~lf~;i.tt` €~$ft;r-i~~.,.~r~~,,,.4VA1~`.~ ~ a',. _ ~ , __m-. ~ \ 1s:9$.trt~ nlarrrar~`~:j..,..~ _,s~,i ~ s d ,~._F~.__~_.~_.,-- ~ t ~1
1 f - 4 _r::1 It
G
HARDWARE CLOTH & GRAVEL w TH & GRAVEL SWALE #2 MAINTAIN
g INLET PROTECTION DETAIL 8/C9,0 0 ON INSTALL NAG S75 DOUBLE ROW OF HIGH HAZARD SINGLE NET STRAW BLANKET TEMPORARY SILT FENCE
(CLDS 30,09) (TYPICAL) TYPICAL) SEE DETAIL THIS SHEET DETAIL 1/C9.1
n (OLDS 30.068) Sheet C3.1
i~

SOIL TYP S; EROSION CONTROL LEGEND E
WkP - WILKES LOAM 4%-8% SLOPES NORTH TEMPORARY SILT FENCE
WkB WILKES LOAM 8%-15% SLOPES _ _ CLDS ~30.06A EnB
EnB ENON SANDY LOAM 2% 8% SLOPES SEE DETAIL 1 /C9.0
SI ~or~ rou cia ~
1~ ~ TOTAL DISTURBED AREA; 7.28 ACRES DOUBLE ROW OF HIGH HAZARD
slr~ ~ TEMPORARY SILT FENCE W/ WIRE ONt~ C N~ P ~ R
~ TOTAL 51TE AREA: 8.18 ACRES 5~ ~ ~ MESHED BACKING & WASHED STONE
CLDS 30.06E SEE DETAIL 1 C9.1 / ~r ~ WkD ~ ~ ~ c~?~.41 soa ear-4e~g ~ ~
9~ r~au~o c~c csuRa+ RO (,1
- - PROPERTY LINE IT'S THE LAW ~j ~
~~F c,°
~ ~ ~ - - - - - LIMITS OF CONSTRUCTION/DENUDED LIMITS a
PRE-DEVELOPED SEDIMENT BASIN DRAINAGE
AREA ~ C1T
0 Q~ ~A~
TREE PROTECTION FENCE r--r w ~
VI GI N I TY MAP SOIL VIGINTY MAP -•--TCE TCE'---- TEMPORARY CONSTRUCTION EASEMENT ~P Nor ro SCALE ~ ~
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE V 1 r 1 U? p
r CONSTRUCTION SEQl,1~~GE: (SEE DETAIL 2/C~.O) _ ~ ~ I 1 w..!
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING ~ f ~ l ~
DEPARTMENT. RIP RAP SEE DETAIL 6 C9.1 ~ ' ~ ,
2. SET UP AN ON SITE PRE CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY OF , ~ CHARLOTTE ENGINEERING DEPARTMENT TO DISCUSS ER0510N CONTROL MEASURES. FAILURE TO SCHEDULE SUCH ~ ~ 1
CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLA110N OF CWAPTER 17 OF THE ~ ~ ~ I '
CITY CODE AND IS SUBJECT TO FINE. ~ ~ ! I `I l lil!p}I
_ ~ ~ 1, I 3, INSTALL 51LT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PR07ECTION, AND OTHER ~ ,41_~s~~ ,;I. , ~t~c~,ro Fciry~_;~~~lf~:, r r \M
MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES, ~ ~ ~ A~~: u~ , Qfz-~~~, ~ltt~,(rA~, i r k ~ ~ I !7^7 Y7fi' i ~ ~ 1
` , 11 4. LL FOR ON-SITE INSPECTION BY SPEGTOR. WHEN APPROVED INSPECTOR 15SUES THE GRADING PERMIT AND ~ '~i3 ~ F CA IN ~ ~ [ ~~1~ 31 Gila E k \ ~ ~ 1 y ~ ~ ~
CLEARING AND GRUBBING MAY BEGIN. ~ t~ ~T11 ~ 1.OyI~G. 4x, i 1, ' 111 c Ise; vnl T1 ~ l ~ , 5. GEOTECHNICAL CONSULTANT SHALL BE RESPONSIBLE FOR CONFIRMING THAT THE EXISTING 501E IS SUFFICIENT ~'ti,, r r 11 i ~ ~ ~ t N6'c4 C2 ~ 4b9FRLY
TO PRODUCE A MINIMUM INFILTRATION RATE OF K=0.1 FT DAY WITH MINIMAL COMPACIIVE EFFORT WHEN 1 ~ ~ II ,Ell~lp`I;I~I: `rl ~ ° ST', T~ G~', PJ{ti2?i CARQLh~i1 ~ ~ ~ ~ 1~ ~i31a~J~. I rJ 4~~21 'IJ U95 ~ ~S` ~ 3 ,SIC 4~~1h?71oC1 ~ ~
DE AT IT SHALL BE ~ NOT : ~ ~ 1;I.1i~11' ~ CONSTRUCTING THE PERMANENT WATER QUALITY BASIN. IF IN SITU SOEL IS DEEMED INA QU E, N ~ ~ { , i jf,
NECESSARY TO USE AVAILABLE ONSIGHT CLAYS TO CONSTRUCT A CLAY LINER FOR THE PERMANENT POOL. T ~ 1 STORM DRAIN INFORMATION ~ ~ \ ljlf ii{ll ` ~ _
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTiNU0U5LY MAINTAIN ALL EROSION CONTROL DEVICES AND ~ ~ SHOWN FOR REFERENCE ONLY. 91111s{1~1~1. `~,J ~ ~ ^ 1, ~
STRUCTURES. 4SEE SHEET C4.1 FOR ~ ~ r~ „ I I ~ . ~ tiny - ~ ~ ~ ~ ~ ~ ~ `
7. FOR PHASED EROSION CONTROL PLANS CONTRACTOR SHALL MEET WITH ER0510N CONTROL INSPECTOR PRIOR ~ CONSTRUCTION INFORMATION. ~ 1 11~ ~ TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. ~ ~ ~ ~ ~ ~ ~ 11`1 ~
8. STABILIZE SITE AS AR£A5 ARE BROUGHT TO FINISHED GRADE. ,..w ~ ~ Ii , i 1k ~'M,,
9. CO R I ATE WITH E 051 N C T CTO PRIOR TO EMO F ERO ION CONTROL MEASURE. { ~ T 11114 O D N R 0 ON ROL iNSPE R R VAL 0 S MAINT' ~N h l i I 1 I - ~
UC CCORD CE WIN E .EROSION AND I ~ ~l9 UBL~ ROW OF HIGH WA~A D rl X11 I 10. ALL EROSION CONTROL MEASURES SHALL BE CONSTR TED TO A AN T TH N,C ~ \ Q r f , ~ \ r f F ~ \ 3?ra, sus~`~, ' °i 3\, ~~~\1~ ~ ~ ~ ~ ~ -'t ,
SION 1 TEMPORARY SILT C£ , (f~~, ~i~r, SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT, OF AGRICULTURE, CITY OF CHARLOTTE ERO ~ ,rte 1 1 , ~ " ~ DETAIL 1 C9 ~ I I I [ ~ .
CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL, ~ w^~-. ; 1 f Ill, h• •w~•~5~ _ ~ " i ~ ~ (CLD,S 30.D6B) , ~ it _ / .
S N ~ # ERO 10 CONTROL NOTI=S. ~ I I~ .fl;,_.~ f w. ~ ~ ~ 1~. ~ .~'i' ~ ~I~tfTIT}~N~ SWALE #1 \ ~ /n~ A
~ TT 21.0 ~ ~ i , T ~ 1, ALL "CLDS" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. ' r ~ 1. c"'-;' / ' w 'ry ~ . ~ r ~ ~ NAG',53~0 t, ~ ~ ~~V~ ~i Y~
• ~ , SPILLWAY ELEV, ~ 626.5 , ~ , 1, ~ 6~ - ~ 2. ON~51TE BURIAL PITS REQUIRE AN ON-SITE pEMOLITION LANDFILL PERMIT FROM THE ZONING ` _ ~ ~ ~ { SPILLWA'7'LENGTH 20 ~ I , o { ~N # ~ ~ . , ~ I ~ ~ PI:RMY~NEIJ7 ~rURF \ ' p
DMI 15 T R. ~ . ~ ~ r A N TRA 0 , BERM ELEV, ~ X27.50 r Vii, 1 ~ . ~ ~ 1 [ _ _ ~ [ _ ~.1~= SGE ~ s~ ,RE1NF(?RGEMEN,T MAT `1
3. ANY GRADING BEYOND THE O£NUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY r a ~ 1~ _ _ - - _ _ ~ ~ r { / L1MI1'S OF CONSTRUCTION . ~ 1((2~+$,~,0,~~,~W++QSt MOfff~~9qq~ry,yFl~~~pp S~f~, SI1~~ ~
EROSION CONTROL ORDINANCE RND l5 SUBJECT TO A FINE. `t ~ ti ~ ti 8 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE ~ 1 i ~ ~ ! ~ ~ - _ 4 ~ ` ~ . \1` ,.r \ /1 ~ 1 I I i ~ ~ 1 11Ita11Vt~, ~ LGLVV f ~5 • ~ ~ ~ 704,343.0B~8 fax T~4.358.3493
~ ~ ~ r i f~ 4 rte, ` `c INSTALL FOREBAY DRAIN ! 36 - CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE, E `
5. A L AREA M ST B S EDE AN MU CHED WITHIN 21 CALENDAR DAYS REFER TO EROSION CONTROL ~ ` ~ W/ MAINTENANCE VALVE „Y_..T. 0 ~ r . f r. L S U E E..D D L ~ a ~ , ~ ~ ~ ~ \ ~ ~ r MAINTAIN ff , ti ~
22~ f 8" DIP ~ ]«a%._.., ! r r ..:.3 ORDINANCE FOR ADDITIONAL REQUIREMENTS. ( ~ ~ FOREBAY-fNV: 62.00 ! ~ r' ~ k -m r } ~ ~ ` ` r f ~ TEMPORRR,~` 51LT FENCE /
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTA11VE OF ~ , } POND INV. = 621.77 f~l,Ai~G~ E~.~ 'LC',`"~•T;~"`~~ t r 3~ ~ IN TALL •OREBAY DRAIN r,:.,~ aEl"1!II- a ' 9,i ,rr ~ ti i ETAIL C9.0 J -~,rr r I ~ li ~ I ~ ~ I { tt ~ V ~ ~ , f ~ r (~C~pS .06A) ~ ~ / ~
THE CITY ENGINEERING DEPARTMENT. I \ - - I~ETAIL`B~C9>4 rr ~ ~ ~ ~ '''k'~` ~ ~ „ I \ W AINTEtJANCE, uALVEr- _ ~ 1 FI S RE R THAN 10' RE UIRE ADE DATE ' ~ / ~ " f)S 20.2a1~1 ~ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2.. LL SLOPE G ATE Q Q I _
~ ~ ~ 24 $ DIP ~ 1.0% ' 1 N ~ ~ TERRACING CLDSM 30.16 ~R AY NV = 622.00 m 12 MA TE ANC, i~ ~ ~ ~ ~ ~ t1 ai L ! t IN8.3'i7ti~~" EU/a ~ v~
# ~ 1 J ~ B ~c,-..~,~tP ;r7_ ,rai'RON I"t2;'~ s ~ 8 A G ADING PL UST BE SUB ITTED FO ANY LDT GRADING EXCEEDING ONE ACRE THAT WAS NOT I 1 ~ P D,.INV, = 621.76'°' ~ A C;r ROAD" -T •---.-T., ~ - ~ , ~•--e, R AN M M R r ~ DL ~ nIL S C5.1 ~
DES IL--6 C9, f ` ~ PREVIOUSLY APPROVED, r` A / 4 1 ; ^ ~ - ,
9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED A7 1 { - ~ ' ° ' , ry.~. ~ ~ ~ 1 ~ I ~ ~ l ~ } ~ , ~ I ~ ~ I i I ' ~ , I ! N044 1 `7 P "tFE~~I,Y
PRE-CONSTRUCTION MEETING, ~ - - ' I G I s t i ~ ~ 1 I r~ I/ dIFJY J~1~•4J5GP! ° J+l~t4d P~ 4 ~ <';f. r L~' 1 1 E7B 16i'(1 f'G ?~17. ~"'-1 •r f t f un.c 1 ~ 1 'f i ~'SJ /r~~ ~Urii~U7 (7~t
i; ~ c I !r ~ 1 t ` t ~ 'I f ~ I ` 4 11 1 Ui ~~U~E "'NC~3~ €kh1AY
~ \ MAINT, IN BMP ~ ~ 1 l ~ IC t ~ 1 i I j li ~I 4 ~ i ~ 4~ ~ I 1 ~ f ~ ~ ~ ~ 3 ~ i r 1 r~'
\ f~i;r-12AP .,'¢3 fi,€7~;t;A1 f?Lf? f , ~ W. PER PREVIOUS,JNSTALL'7tTI0N ~ ~ Qy"`
. ~ ~ s ~ ; ~ ~ j , s ~ .1 ~ i ~ E ~ !I I 11 I ~ ~ I ~h r 1 ~`~,f ' f ~ k ,S'~A1LIZ~D CONSTRUCTION ENTRANCE ~ ~ ~ ,w_ ` /i ~ ~ ~t i i ~,..1 ~ .i \ 1 + ~ DETAIL 2~9A ,
° ~ ~ 1 ~MAINTAiNI 24" RCP PER T~.. ~ ~ ~ ' ' ~ ~ ~ 1 r ~~~~~r~ ' s' ( I t ( 1 , t ~ f i ~ _ t \~O D 30.11 A) i 'i ~ i r t ~u ~ 1 ~ ) L
PREVIOUS INSTALLATIQh1 f \ fir, ~ ~ ~ N ~ r /i / , ~ D TAIL 3 C9.4~ r; 1~ \ ,1 - _ r ..7...~F n ,t ` , i f / ~ 11 ~ S\~ s {r I r'f \ r \ 4'~FOREBAY ~2 , ~ s ~ ~ ~ t ~ ~ ~ 1 ` ' I R~,~• ; '
Ir , ~ l 4 \ ~ MAINTAIN RIPRAP APRON" ' ~ r f 1 ~ ~ ~ 1 BOTTOM OF FB ~ 821,00 ~ ~ ~ ~ 1 ~ I ~ f t 11 ~ t ~ ~ ~ ~ I''~~` :v ;
PER-"PREVI{3F}S •I#~STALLATION 1 , t ~ , , SPILLWAY ELEV, = 626,50 ~ - F
r ~ SPILLWAY LENGTH = 20' 1 ~ ~ ~ ~ I 1 ~ ~ 1 ~ ~ ~ 1 ~ ~ . 'I 'I 1i ~ BERM ELEV. = 827.50 ti ~ ~ ~ ~ ~ `t f~ 1 + I ~ ~ ~ call>fi r~ ~
MAINTAIN -IG ~r r,. -Rr1f' APRON F~FR I ~ ~ 1 r
TE?~IPORARY SILT FENCE ~f ,~r _ GENTLE SLOPES STEEP SLOPES l ~ pe=TAl~ A c~.1 ~ / x I " ~ ~n ~ 0 #~l3Pi~~ FI1 PIS?:: {TYI'~ y~ Y ~ ~ ~~T ~e ~~~~,.(~~a~~r oz ~I~, ~~~Y i~' ~ fr 1 1 ~~t ~ ~ t~ 41~ ~ 1 ~ ,~~~31F~rt ~.;:~t;
_ _ .,r~,, ~ (CLDS 30.06A) ' ~ ~ r} .~~`*~'z~`~ `~r~"'+{,",, 100 Ibs/acre tall fescue ~ \ ~ f _ fa r ~~''~i I ~ 1 ~ ~ - l 1 ~ 1 ~ ~ i1 ~ A ~ ~1 ~ ~ ~ tr ~ lad' 110 ~'C Boni ~ ~ ~ f
SEEDING 30 Ibs/acre Sericea lespedeza ~ ~ , • ~ , ~ ~ ~a~5° r ~ l ~,h, .r' 1`ll \ i L- ~ t ; ` t•~ I 1atdf dC\1NC ~1~T ~ k ~ ~ ~US~' r p r _ 1~, ~ ~ , ~ ,a ~~r ~ t r, ~ fa~,r.;,,1- ER~SIQN
NQ11 FURRIw1~LY lYf f, "~~c;?'^:=~,!a'm-~^~ ~'r" 60 Ibs/acre of tall fesue (unscarified after August 15) - r r ~ / ,i a ~ MIXTURE ,>TAf~. +7~ 1iYF1 CFIFCI.INA ~ ~ _ _ t _ ~ ~ 1~ ~ ~ , t~ _,~..~~~r X11 ~ '~r~~~ ~ ~ ~1 4 t ` I~ ~ i ~ , o~ a / - ~
10 Ibs acre Kobe les edeza ~ Tad ~5~ S'6 fi4'S ' ~ ~ ,,r~; = f. r ~ Clp y.J.1G~1U3 ~ f 1 / / ~,.Ir/'- ~ ? i(, ±'~~F~~/i!r` r'rf r ~ ,gym ? ~ p l1 "f~l r ~ ~ \ ,1 l } i t ` t '1 It ~ ~~1`~ f ~ ~ ~~kz~~~?/
FALL:August 25 -October FALL; August 25 -October 15 fi• r / ~~/~;}~~;s%~~,~~,;/,,'~"~, F e wi ter' Februa 15 -Aril 15 \ f ~~'~~''E°` ~~i%r~.. w ' % _ ~M~ _ Late winter: February 15 -April 15 Lat. n ry p p,,, ~ r ,~~~~;if, ~ ~ - ,,-6~ 1 ~•r~ r" ,}fir ~i+ ! ~ r ti \ ~I ~ ~ } ~ I A ~ t p ~ ~ "~~I (°I,
Casa` i~ ~ !=3 if f = r/f"~ ` * ,.r r ,r. ~ ~S'..,~ { t ~-.ys ~S ~ A ~ r~T=_' t I ~ " I/ i I I ~ I I l / F ~ I ~ ~ ~ fii~, f r'~~ ` s P~ n1~1 \
SEEDING To extend spring seeding into June, add To extend spring seeding Into June, add ~ \ r~ 2~` a /f ~'/f/, , ~ _ .i - 15 Ibs/acre hulled Bermudagross 15 Ibs/acre hulled Bermudagrass RRO ERTY INE / p. c;~, I .;~;r ~ " r ,f .i• ' ~ ,F',~ ~ ~ J a ~ / r~ ~ V r : F fCti r 1 ~ i ~ / / ~ ~ ~ lJ ~ ~f-° ~ ~ ~k s ~ r r r ~ ? i I l ~ f 1 t / / Y i iJ ~ 1 1~r?
DATES «r r.' ~ ~f ~(l a fi a_ , _f , Overseedin of Kobe les edeza over falh•seeded Overseedin of Kobe les edeza over fall-seeded ~ ~ ~ p ~ ~ "h'a r.~:°j, , r " ' n~' ~ 9 P ~ P hh ~/t)7 Y~ - use; • 'rt?=' / y~ ~ ~6_ ~ ~r' '`r ; .r - ~'4. ° . ~ i71,,\ ~ r I ~ r' f ~ ~ F~ r ~ I rr` 1 r i r ' f / ~ ` 1 w -ti'p`; ~~1 I~.u~SlN~ir r ~ I ! !f l f~l / r'~ r/ f r^` ~ f / 1 ! f Ir (f ~ ` 1 / ' / / / ; ~ `j ti N~{ ~~'~1
tall fescue is ve effective, tall fescue is very effective, ~ 'icy ~ ~ ~>t~ 'e~~~'~~,. r' i' , r. - ry ~ 0 MAINTAIN r`~ h , ~ •T „a. ~ -;~;`,~wri u~'~ ~ 6~ ~ ~ ~ ~ .
CATCH BASIN INE PROTEG 0 / a,~,~ ~ r~:~; • , ~ ~ •r :c,
SEEDING Apply lime and fertilizer per sail rests, or 4000 Apply lime and fertilizer per soil rests, or 4000 £ ¶ N 'e~ a~'~~I" > I r ' ~a~ i,.` . - `"94,,," D TAIL 7 C9,0 /4~ ,r, - ' « ~ ~ Ibs acre limestone and 1000 Ibs acre 10-10-10 Ibs/acre limestone and 1008 Ibs/core 10-10-10 / ~ y~ -~.>`i r . I ' g r .~'1/ ~f ~ ~A \ ~ r / ~ / f b, ; Copyright 0 2008 Des~n ~tesource Group, PA
AMENDMENTS / / CLDS 30.1 TYPICA f - > 1 r , r • .n~ ~ ' fertilizer. fertilizer. ~ ) ~ ) ~ / I ~ 6 ~ r , f ~r~ ~ _ , ~ ~ ~ I l ~ o ~ r / r f / ~ `~~,11 ~ mis Ion or druwin and an accom an n documants or r r I J P 9 Y A YI9
I . _ ~ 1 ii i t i' ~ i~ r,a+~ f t ~ f j ~=w. r 4~1,. ~r i3` ~ r f I ~ r~ ~ ~r ~ ~ ` salcula#fone ara tha property of Uesign Resource Group, PA; `ti'^ i~ yy ~ ~ ' , and are kntended solely for tha uao at tha reclplent noted.
NOTE 1 J q 1 i ~ I r,~i' I / ~ Ground Dover-- after MAI TAI ~ ~ 1 r I I` f ~ Protective cover must be established on pll disturbed areas within 21 calendar days N ~ ~ / / ~ , 1 ~ ~ ` ~ ' ~ 1~,r ~ E 3 ± .L I I i ~ r f' / r , ~ ~ rr ~ ~ 1 ~ ~ ~ l ,~I ~ Ort ~ pt<~? ~ No thlfd party use or modfficotian fa parmlttad without ~ I I j r ~ ~ r r r` / 1 ~Ut ~ ~ ~ I rt p~~+ bz h written authoriza#lan, ,,,1 ~ .r~~l, `i I ( r,~ / r I r ti ~~k
land disturbing acfrrity is completed or has temporarily ceased. DOUB E ROW OF HIGH H ZAR ~ / f f ~ ~ of .~'~?r; I ; 11~ - ~ r~ t ~ c. rr v, r I j 1 r -s_~_ , ~ ~ ~ \t~ ~ z ~ I' I ~ ~ ' ~ ~ f~ f ~ f i~c.,m. ~ /r ~ ~ ill y 1, ~ Ala ~aa=u',y
NOTE 2 TEMPORARY SI FEN 1 ~ ~ ~ ~ ~ , ~1 ~ ~ ~ ~ , Graded slopes and fills Protective cover must be established on all graded slopes and fills within 21 calendar days after DET IL / 1 ~ ~ r r, f~ ~ r rPr / ~ CI r r ~ ~ \ , ~ a ` r ~ fi I ' N i r ~ ' r ( f I' x'1,11 ~ ~1§w~ ~ZO~'I,1C' iN5
a phase of grading is completed or has temporarily ceased. (QLDS , 0 6B ~ 1,i 5 t 6 ,r ~ ~--'af ~ ~1 1,,,~.`,,, _ ~ ~ k~,I ` c' s~'~'''~gh' ,rte c~~* I ( ~ r ? o f! f~ 1 ! J ~ , 4 ~ 3 `'J 51^i~LC_`h wq4 > ss~~ ~ ~ 7~~~. ~ ,G ~ ' tc ~ l h cn ~ f ! f f ~ 1 ~ r / 1 ~ K ~ ~ t Fj
1 1 f ~ ~ r I/ I ~I , 1 , ~ 1~ ~ ` titer J rr.~._.. I II ~ t ~ I ~ I t. 11 3 r ? I ' / ~ ~ i .7 r) ttt t ~{~a'~ ~J~
SEEPING SCHEUPL>F CLDS 30.17A ~ ~ . ,f r r l a I.„ _ i r r . r ~ ~ ~ ~ / r ~ r i ! I , 1 - i l
' ~ I ' ` d4 r r ~ ~ ~ A ~ ~ a r' is ` "7 ] I ~ I rl ~ if ~ 1 / ~ -y, Al (a 1~~~f ~~I ~ ` ~`"n"~S : Q
~ f! {r/ f l~iP ( r~ I / I/ r ~ l : ~ ! rf ~ / f ~ ~ T CG~df~FE1E ~ ~ TEMPORARY SEEDING FOR WARM AND COOL SEASON l , I , , / ~ r 1 r r i E l t f. t ~ I ~ I ~ E ! I ! 1 ~ ?,I 41~ ~
,I N.. , f ~ ~ ~ I ~ .d ' %$INE ~,yG'ri'~ r~' / / l / 1 F ,..r f I I tr~r i ~ ~ ~ l _ - ~ ~ _~,,.I ~ ~ ~ ~ ,i fr~~ 1~ h ~ ~ ~ ! ~ ~ ? ~t~ ~ f~ l r! r f ~ i~~ C~~ ~ t~ ~ Q34~~7 Zi~7~~ ~ 1 ~ ""rv ~ 11 ~ 1 ~ ~1 t~y,l ~ I i 1 ~ I. ~ 11 E l ~ I ~ r ~ f f ~ ( 1 !f ~~~hi ~ I~t i~ I ~ s!t ~ s~'.
~ EARLY SUMMER SEASON STEEP SLOPES - . ~ ° . -_.J~ f ~ : ,M~ - -~..~.f,' ~ f a } 11, ~ , , idpu~~ e~ ~,r~.i~~r~~v ~ ~ ~ , i , n 1 ~ t ~ r t a~. ~ - [ 1 1 1 ~ 1 I i E L V 1 I 3 ( r p f i .I ~ t t 1i1~I it ~ A~~ ~ 1~~~ ~~`n ~ 1~ I 4 I i ~i I~ I i~ l~ f~ l{ 1 1 1~ j It~t' 1~ d ~ ~ ~ ~ _ . ..,It~l I .1 ~ I ~ i ~ {I E I ~ ~ I ~ i ~ I 1 ~ 1 j f 1 ti r, j,~~ 1 i fl ~ ~ % ~ N~~' ~
C•;IC' ~ .r ..!hEe'Ell, ~ iPUE5 1,.NT5./I. C _ ,E ~ I ~t 1 ,L f r ,7 ~q ~ 1 1 / [ 1 ~ 1 ~ , :~~~~4.°~,~ ~ ~ t~1 , ~ t ~t 11'.,,f~~~;~ ,I i, ~ ~ ~ , f~ tai tl, ~~~y 0~~
z ~[3 tf}~a57 r'G~",1; ~ ~ ~ ,r ~ ' , / f , f 1 ~ ss r 1 1 r f x~ nr l ~ k, i~ 5 SEEDING win ~~r~~'~rea, ~ I ,`v ~ ~ r ~ ~M f ~ , ~ a 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain) 70~yt<,*,'t;~~(~~A. ~ '4 , / r' ,r rr~-` f%r 1 ~ ~ ~ / '1'r tfr I' ; ` y I ~ 1~ ~ d].G ~'Ci,: ~ ~ ~ f I ~ ~ 1 i ~ 4, s /l~~ll ~ ~ ~ l~~~t~ p ~J v `3A;;lBCIO ~ 1 1 ~ r ~I it q~~[Va ~ ~~I"\TR I
~ MI E r 5`~ ~~°:i~4E1;lGAL ~ F ~ d "d"ip / ~ Ir ~ ! /r+r 7 P t E 1 r ti ~L, & XTUR 8D Ibs/acre of tall fesue 80 Ibs/acre tall fesue w i,-_ N ~ r ~A, ' , = T,. , / r ~ .1 ,/t~ , / , ~ I ` ` 1 1 ~ t r _ ; ti r i~ i 1 ~ X 1 1 i ) I I I I I 1 I j 3~ ~ ~ 1 ~ ~ ti. ~V ~ V~ ~ ~ ~ 1 ~~11 ~ ~ I I 1 1 I r 1 ~ 1 ~ I , 1.4
- ~ n,.. m r m... \ !cry ~ ~ `r ~ ~f~I III I 1 1 I I ~ ~ ~ f ~ j~ ~t~<~
/ / /j 'y !>/f , / ,f / f a't ~ rp ~ ~ IJ P(c, la s~ f ~ 1 f I ~ ~ 1 ~ ~ M - ust 5 October 25 ~ December 3D ! ~ I ~ / ~ ~ . ' ~ r ~ 1,1 'i r 11 1 I ~ t ti ~ ay 1 Aug 1 ' If , / l ~ ' ~~~y t r I 1 1 :1 ~ \ ~ L.w _ ~ ,1..• ,'r ~ - ~ I , I ~ I ~ f ~ ~ ~ t r r ~r~4iF, ' ~ ~ P K C 1~~~~~•b~ ~ q 1, I _ ~ r., ',r ~ i .Rr"... h ~ f i ~ 11 f I ~ ~ ~ ~J ' ~i ~f 6 I ~ J~'C1~~~ I 5~
f / ~ / `L- I II ~ / ~ k ~ ' / , { I ( I ~ I 1 " HDPE' F2D PIKE TYP ,
6 ~"a_ i SEEDING Refert~hze If growth Is not fully adequate, Between December 30 -February 15, ~ _~.r-. _ ' f i ~ 1 t / ~ ~1 1 ,/.f/f r, i, fi~ "F J// ri :j 6r(,~ ~y i I I i i aeart,R I ~ ~ ~ ~ x ..l_.
G of 0 e 9 e e a. ..~',~rL ~ ~ ~ ! f r T~• ~ ~ , i~.T ~ ~ 1 ~ T add 50 Ibs/acre of annu K b e p d z ,s~,, ,ICti= ~rf~.~ ~ ~ ' / , - ~ ~ ~ ~ ~ ;r ~ a e~ AUGUST 20D8 m__. ~ - - n ~r 1 ~°~~t~`" 1 J - .ri f~l~P ~;~~°^1 r ~ I~~ it 1/` a' Sri `i5?f.~\° c_,` r 1 CI IVQ VT~
= I 4000 s c stra ore 1 alent A 1 4000 Ibs acre straw or a uivalent ~ ~ , ' F _ r ~ ~ ~ ~ a APP Y Ib /a re w qu v PP Y / q Ff ~ ~ ~p q~•~ ~ R`~~ _ ~ r ~ ,r cp ` ~ k ,,,--r~~... ~ - ~ I~'" ~ Ore
h droseedin h droseedin r , za.~:, ; J m _ ~ rJS-~'t~ - _ _ ; . , y Y g' :~,g ^,.~.'r ,r i - ~ - ~-^G,.. '""_N, 7S .~A'C~ci r l", - - , ~ . ~ , - ~ .T ' z L S-...- ~...,.-n-, ~ x...,...,<~ ~iA .;,~:Y - -y-:- _ i ti.,,, .J q ~ ? rY,,,_ ~ a. r,-_ 1 ~ Revisions;
~__.:~q:~ I lime and fertilizer er soil rests, or 2000 R I lime and fertilizer er soll rests, or 2000 ~ - ~ N: -
a 5£EDING APPY P PPY P I z~•:~nrra~r ~ ~ / - ~ - - r ~~~,~~.xt~~,:.~ ~ 51. p Ibs acre limestone and 75D Ibs acre 1D-10--1D Ibs acre limestone and 750 Ibs acre 10--10-'10 , L-_.,. ' ~ a-..._ ~----_i.. m_,_~~~" i ~~-~~,.~.~m"~ s+ ~ ~ ~ _ - _ G ~ ' 1. 11.1,2.0..... CMPC REVIEW ` ~ ~
S AMENDMENTS / / ~ .._~.•._1,-. ~ ( 7 ~.,_PT ~ , i r ~ 1 r .._,.I 1 , _ r _ 4-.. ~F_ _l _ r r fertilizer. fertilizer. T r~~_.~-_~-~c"._._~ r, r r r ~ r r 1_, . ~ r _.-s-. _ _ m - - .ter f l ~,,.1___.. ~„.~y'~ , ..»I - ~ ~r~ I l 1 ,i~`~ ~r, w_ , _ .fir.
I ~ ~ _ Q ( r r 1 T ~ rl j3 I / I `'"Y- °--f---~~L.,.._,,J I ~ ~ - ra. ~ i ~ 1 j 7 % ~ •-~-~`~""---=Lr~= f~wd.«,~. M ~ r / ~1 r ~ Fi
} ~ I 1 _...L.~ -1,~. _ _ .J, r '1~ ! ~ ~ ,ter -ers ~~~;,,,,'.oo~-FF€ ~ y ~ ` ~ r! ~ ~ - ~ ""~T..,_.:.,.. i - ~ ° '~„~~rrGWCt I1HIC ('n,i.f E1E ~,rJ?' i ~1 i ~ i ~
SEEDING SCHEUDLE CLDS 30.178 r I ~ 1 i ~ r r r I r sir r r 1,,~~,~,,,,h>iso~,~ba~u--.--~..r.----~_....s.~ I N~'
'D CRS~-K CI-NURCH ROAD
WA~~~, MAINTAIN-
(MA TEMPORARY 51 FENCE n.~ m
O 1 HARDWARE CLOTH & C ARE CLOTH & GRAVEL MAINTAIN SWALE #2 (CLOS 30,068)
INLET PROTECTION DETAIL $/C9.0 PROTECTION NAG S75 8/coo SINGLE NET STRAW BLANKET
{CLDS 30,08} {TYPICAL 30,09) (TYPICAL) Sheet G3.2

SI C I ~ NOW 0 -FOR EftEI, ~ ~s ~ \ - S A~>E OF ORTH I C (~LII~] I 1. ALL BUILDINGS WITHIN THE BDUNDARY OF THIS SITE, UNLESS OTHERWISE STATED AS EXEMPT, SHALL 1 B 45 1 PG16 I I i i
HAVE "ACCESSIBLE ROUT S" AS RE UI E THAT CONFOR TD ERE UIRE ENT OF "THE ~ I t l l l ~ I \ E Q R D M TH Q M S ,Plp 514090 I. I I t 1
AMERICANS N7TH DISABILITIES ACT", "FAIR HOUSING STANDARDS", AND GOVERNING STATE HANDICAP IZONI G. IN I I ! i I `
CODE STANDARDS. THESE STANDARDS FOR ACCE551BILITY INCLUDE, BUT ARE NOT LIMITED TD: ~SE: VACUA T I II ii ! ~ I ~ NDW qR RMERLY MAXIMUM WALK SLOPE = 1:2D MAXIMUM 1 r/I II i i I ~ II ST TE OF NOR N CAROLINA
RAMP SLOPE = 1:12 WITH RAILING ,r i I I I II i I ~`\'sso ` r1~~ B 4521 G 695
- I I It111 ~f! r MAXIMUM CROSS SLOPE - 1/4 PER FOOT I I I I I ~ " ~ ID #0514 108
ALL WALI(S TO BE BRDOM FINISHED CONCRETE UNLESS OTHERWISE SPECIFIED ON THESE DRAWINGS. III II i I I .~p,RD Z NING: € ST'\ V
MAXIMUM ACCESSIBLE ROUTE LENGTH (NC} = 200' It I r ! i ~ y,..T 0' R~~'R ~ US : VACANT , 2. TWE PAVEMENT SLDPE WITHIN ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2~ IN A!_L , I I I I ; ~°r ' 4 1
DIREC710N5. I l i i 1 1 ~ NATURAL ~ ~
3. CONTRACTOR TO CONTACT DESIGN RESOURCE GROUP FOR NY VARYING SITE CONDITIONS DR i ~ I 1 I AREA 2 Ili A I I ~ I I `6s # ~ DISCREPANCIES AFFECTING SITE ACCES5181LITY REQUIREMENTS. , I ~ I I ~
4. ALL INTERNAL SIDEWALKS TO BE A MINIMUM OF fi FEET WIDE. ~ I I ~ `
I I `~r MPORARY TREE. V1 ~ ~ ~ ~ F
~ PR TECTION FENCE II a ` ~o
L GIN ~ r ; I i I _ _ ~ , SEE TAIL ~i~8.0 ,w WAl~lr_~ . D 1 I ~ 11 I ~ + it ~ *r648-~.- - r., W
~ BUILDING STEP /SPLIT WALL ~.ri i I I u y 46.04 646'y m ` r t ~ ~ \
RETAINING WALL ~ TW 45.61. , ; ' i \ . BW 42,D I ~ 46.4 I~ ~ GA °
EXPOSED FOUNDATION WALL , I ~ I ~ vI vv `,v vv ' r III • ~ ~ v 1 ~
® SIDEWALK OVER RETAINING TW 42 5 I ~ r , 1 } ` WALL ~ ~~li!r 6 ry12 ~ J,I \
BW 40.0 ~ I .r 44 I _ 45.78~-.___~..--,~ , ~ 6 2.°-- I QN ~A~ t E,.,., ~ ~
~ ~ ~ r ~ ~ 4 \
~ \ O
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v I I I 44.10 1 1- \ AREAS (UNDISTURBEp AND MITIGATED ,r I I r ~ h_ 9~
III . 4 ..-44,76 \ 0 ` \ r \ r w
I r / 9p ~ v vvES ~ v v ~ ~ ~ / , + , 1 ff J~ M{
1 -m/ ~ \ I ~ ! s \ , I rl 638 3g _ ~ ~ r ~ \I t ~R~ ~a \ r t \ ..rti . ~ \ I l s4 u? f r ~ W ~ M•i
~ rrrv rv v v 1vv \ \ ~ I ~ U ~ W
TW 35.0 83 4 / v v v •^-t ! BW 33. r BW 3Z.0 ys I / ~ ~ I t t 1 1
r ~ I I t l ` ' \ ~ ~ ~ ~ \ ~ ~ ' r ' ~ \ ~j
} 1 ~ 63z M .72 i I i \a ~ 11 7 TW 32.0 r ~ 44,00 f - . t I ~ 50.52 s ! r ,
BW 30. r ~ ~ I I 1 ..4771 i. ;t 4's \ \ r ~ ''~6. I t 4 I I ~ ~ ~ ~ W t ,I ~S~ !1 r ~ i , ~ ` ~ O
~6 ~ , I ap I 151.20 I ` a\ _ I ro t 5T.88 ~ 5T.86 i` ~ ! ,
/ / 1 1 t e ~ i i f t --6 'J\ s ' ~ a I I\ I ~ \ R ~ ~ ~o ~ ~
t ~ , - TW 46.0 ~ ~-~-~-~r E r I
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12 MAINTENANCE VEHICLE ! v ~ 1 4 I I I , Bw z6.5 ~ , 8 55 1 ACCESS WITHIN SDE ~ 0 45' ~ B 4 •D j t 0.67 I 5~ 1 I 4 , ~ I 1 -51; ~ ~ ~ if NDW OR FORMERLY
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r ' . I ~61 6.1 I / , ~ gory y, ~ I F.F.E. s TW 0. 5 RI I i r 5.' 6~ ~ ` ~ \ i I ~ „ EXISTING TREES} SEE DETAIL 4/C8.0 f r' _
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PROTECTION FENCE ~ , , ~Rlta\ , \ \ 1 1 ~ , SEE DETAIL 4/CB,D D5' ~ f _ W`\45. 1\ `I 1 1 ~ 1` ~ 56, ~ c~6 I ~ I ~ ~ SIpEWALK, PLANTER STRIP, ~ 56+1fi 6 1 1 .09
B ri`9,5, 0 \ \ 1 1 \ \ ~ ` \ ~ 57.3 ~ la .18 ~ ~ ~ TEMPORARY CONSTRUCTION EASEMENT ~ \ 56~i32 ~ ~ 6 63.6 a¢^._- ANp GRADING SEE PLANS PREPARED 120 West Morehead Street, Suitte 214
/ o / ~ J TVJ . 0 ~ , ~ v , r , I ~ I d~ \ \ 1 .80 7 01 + ~ p 61 f 62'9 1 BY KUBILINS TRANSPORTAION GROUP, INC.Otte, ~i 282Q8 \80 ~ ~ ~ e\ I ' ae°f e oi,\ 4 NOW OR FORMERLY '~Q4.343AtjQ8 faX X04.358,3093
TW I o t ~ ~ , \ ~A \ t ~ ~ , _ f F.F.E. , t ` 1 1 1 , B ~4:D I - - y 1 1 , \ 1 \ , , t 56 \ \ i 1.39 '`o ~I ~ I ~ SUMMIT HOUSE, INC W1~1f,~~,COm
EASEMENT TO r / _ _ ' f _ t I \I ` t COMMUNICATION TOWER ~ I ' t \ \ r ~ \ \ ~ 56. ~ .26 .66 6 ~ i 1.. Ds 22033 PG 669 A,,aL~
\ ` ~i0 ~ U~`~ r ~ ~ I ` PID ~0514N5 q ' ~t~illll~~
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, F _.AR(wA 3' ~ 45.~• B r .0 r ~ r t _ ~o~P ;f y' w'3DOD 1 ~ \ ~ 11 1 p~i C.a ~ ti y' , r , 4x.46.' 45.92 \ / } ~ , rJ _ 57,1Y" 57 241 ~ X5$.7 ' 65$- `07 r ` ' ( ! ~ ~ P
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~~P ~ ~`r l , r f r~ y y 45:22~f~ 5 4 ~rq.,~s, - _ ~ \ I r r ! r ,a a ~ , 43. , , coMMUNICAT1oN r / ~ ~ ~ _ OFFICE ~ ~ r ~ J ! , J ~ ~ ~ ~ , , as --670---~_
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NCE IN A LIFETIME INVESTMENTS, LI~C ~ ~ ~i / RIM - r-- - ~5 4H~ 0 A `T 1.„,. Q~ .t ^ ~lm,„ 1~„- ~'~5 I DI3 1933'1 PG 424 o X9.20 / I I 1 ~ 414.11 f I 1 1. \ ~ t ~ t ~i I 1 ~ .E. ~ it ~ 1 IM i r 114 ~ ~I ` i i \r' \1~ II I ~ r ~ \
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41.7 r ...,..~.I ~ B DING v ZONING' INST ~ r rn r' ---r i r ~ e r r l I~ t 1 ~~.7~ r v USE, COM LR C L `~,4 /f r'' / . ~ r ~ i r r ~ , 44.45 ~ la. 4683 1 I 1 1..1 _ ~ , \ ~ F,~ 1 ~ I ~ ~ \ dncumenta pr J Thls plan or drawing and any accompanying
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~ _ ` 41.27,6 ~ w ~ ~ m ~ w ~o ,o ~ ~ I \ It 1 ~ 8.5 ` 66r , t ~ I ~ 5 a3 \ 8~.2~ I I I ~ l~ + ' D I 7„j ~ y ~ lr No third patty use or modltlcatEon Is permitted without
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~ 1 t1 ~ ~_^'1 `I ~ 's ~ ~s° `s \'s ~,s VARIABCC•sPUBLIC R1~~T-0F-WA~`~e 1 _ _ ~ Date: AUGUST 6 200$
1 1 ~ ~ ~ u, w ~ , \ M~~OR ARTERIAL ~r s6--- - ~ _ m \ ~ ~ -1~~%a~ti- Project No. 041-115
1 r a ~ \ , 1 ~ ~ ~ ~ cal ~ 1 \ U 1 1 1 1 ,1 \I 1 \ ~,.ti....r.. \ - ' __-r!=~"- _ - _ ~ I _ ~..__i-___~___-~,-_ ,mom ~~67p- Revisions:
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a , 1 , ~ - 1 _ - NOW OR FORMERLY-~_._.--- - _ _T__.,._-- m _ 1 I ' / _ ---r-~- - - NOW OR FORMERLY + ~ - / b ~ - - NOW OR f~gRMERLY ABUBAKR AL-FAKEY NOW OR FORMERLY ~ - 1. 11.12,08 PER GMPC REVIEW ~-_-,.....-..._,xti=~__~_ _ _ X66 A
~ , r - t - NOW OR FORMERLY MACK H GULP qnd wife, - - - - - _ ~ 1 SOUTIiERN 51i)E qF NCDOT CHARLES W HURRAY and wire, DB 20607 PG 2,71 CYNTHIA A BULLIS ~~iNgyd°~}R~ORM~RLY~-,_W---~~~- N } GEORGC A ORTEGA CAROL B CUI.P 1 8y r ~ > ..__....N01N._OR-.EQRMERLY-_-_,. _ ~
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OF I ALL OF L07 7 OF 1 DB 9786 PG 105 ALL G LOT 3 ~ ALL OF LOT 5 OF ~ I 3 ~ TlP~ U-?508 C ~ I LEXANDER G;.EN SUBDIV151gN ALL OF LOT 4 Or PHASE I PARCEL A ALEXANDER fLEN SUBDIVISION ALL OF I.OT 8 OF DB 16914 PG 60 rnT . _ _ ~ ALL OF LOT 14 OF ,i ~ ~
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M~ 71 PG 275 MB 21 USE: SINGLE FAMILY MB 71 PG 275 y a ZONING. R-3 PID #04938107 MB 21 PG 275 PIE) #04938103 PIE) #04938104 PID #04938105 USE, SINGLE FAMILY ZONING: R-3 ~ PID #>J493 275 PID #04938144 FROM NCDOT PLAN. DB 18914 PG 57 I
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WkD - WILKES LOAM 4%-8~ SLOPES TOTAL DISTURBED AREA: 7.28 ACRES ~ x ~ a ~
WkB - WILKES LOAM 8%-i53~ SLOPES TOTAL 51TE AREA: 8,181 ACRES ~ E'' ~ W ~
EnB - ENON SANDY LOAM 2~-8% SL(}PES ~ Q ~ ~
VICINITY MAP W
NOT TO SCALE
~ ~ ~ ~
1 ~ I \ \ ~ \ 1 ~ I I 4 ~ ~ ~ Strua#ure Table S#ruc#ure Table a
1 j f ! \ _ ~ w ~ ~ \ STRUCTURE GRATE INV. IN FROM INV. OUT STRUCTURE GRATE INV. IN FROM INV, OUT ~ W
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~ i 11 r~, - f , 4 / 1 I . ,y a '~~o \ wr f v.r ~ ~ \ GB-25 655.29 647,79 CB-26 647.59 17-7 646,42 642,41 JB-8 642.41.___ 1 _
. \ \ ~ ~ III ! i~~ y \ _ ~ 4,,'* \ ~.1 ~,~0 a~;3~ ' I I \ 1 ~ ~ f 1 1 1 1 ~ \q-°-64$--~;c` IPS'~'nr 1 \ I h\ f`"- ' 648.73 CB-27 YI-6 646,25 642,24 YI-7 642.24 ~ CB-26 654,76 648.48 G13-2$ 648.23
1 ~ ~ \ ~ r by ~ III~I~I )I r' ~ \ ~ ~ i~ 1
YI-12 646.11 642,11 CB--24 648.26 641.38 CB-25 640.$8
1 ~ ~ 5.,.~ , _ _ \ YI-5 646.05 642,04 Yl-8 642.04
1 _ . it l ~ ~ ~ \ DI-20 646,00 642.62
. 1 ~ „ + In gL~~ . N~ o. i ! , l y 1 JB-11 646.00 641.97 11-f 2 641.97
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,i ~ ~ ~ 24 FLARED END 5EGT10N \ ('fir ~ 3~ 1 ~ I I { I `y ` } r / I r r ~ ,t . PER DETAIL 5/C9.1 k ~"r ~rf..-25LF 24" RGP,_ JB-2 r r { I r I ~ s,~~1~{ \v~ / r \ / ~ DI-21 643.50 633.77 CB-22 633.57
r (CLDS 20.23A) \ I . , ; ~ - r I I I ~ ~ y y } 'r~.~ ~ / ~ / q ti r l d l r f JB-2 644.95 637.00 CB-13 626.75 a 640.81 JB-3 ~
I I ! \ ~ ~ ~ `1 t I +n; t , '0,4 t f ~ r / ' ~ ~ / ~ CB-22 642.64 634.27 DI-23 634.07 60,~~~' ' _
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f ^ f'""~ ~ 01-23 639.20 fi34,61 a
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5 ee . .z,. PROJECT BOUNDARY 8.18 AC (356,412 SF) -.e, n [ W x
~ e DRAINAGE AREA 9.73 AC (423,961 SF) _ ~ h+~l ~ 'A' ~ ` BUILT UPON AREA 4.47 AC (194,733 SF) ~ _ ~ O ~ ~
I ( ; ~ IMPERVIOUS AREA 4.74 AC (217,633 SF)
_ ..a t , ~ o--~ ~ ~ . ~ PERVIOUS AREA 5.00 AC (206,328 SF) ~y
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Scale: 1" = 50'
_ - Date: AUGUST 6, 2008
_ , Project No.: 041-115
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1. 11.12.08 PER CMPC REVIEW
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NOTE: NC STATE PLANE GRID COO COORDINATES ARE PER NAD 1983) US FEET
Sheet C4.3

- 45' BEND _ _ _ _ _ _
LEGPND
45' BEND w~w w w w w w w GV 2" BLOWOFF, GV ,
PLRN ,REFERENCE 8" DOMESTIC WATER MAIN PLAN VIEW ww w w---~--^ ® 4 PRECAST MANHOLE (DETAIL 3/C9.5} w w w w w w
8" DOMESTIC w 8" FIRE WATER IN w w
WATER MAIN 8" FIRE WATER MAIN MA 45' BEND s" Gv SANITARY SEWER CLEANOUT (DETAIL 1/C9.5)

% MAXIMUM SLOPE ~ ~ ~ s ~ 10 `$„x8"x8" TEE WITH -
a' ~ THRUST BLOCKING 8" PVC SANITARY SEWER (SDR 35) M..~
~ ~a~' ~ 9 C~ 8"x2„ Q~ a Q
~P E REDUDER TRENCH RESURFACING ~
~ 4" PLUG, Gv c~uea~ ~ J`V ~ 5' OFF BLDG
~ 45' BEND ~Q NO CROSS 8" REDUCED PRESSURE BACKFLOW e WATER PRESSURE REDUCER ~ ~ ~ ~
a ~ 0 CONNECTION ASSEMBLY INSTALLED ABOVE GRDUND ~ ~ ~ AT WATER WITHIN ENCLO LIRE. NCLOSURE TO gR o ~ S E ~ ~ ~ ~ THRUST BLOCIfING (DETAIL 8/C9.5) ~ ~ ~ ~ ~
yo OPE CROSSING INCLUDE HEATING UNIT APPROVED
~ FOR USE IN DAMP OR WE:T 1Q% MAXIMUMS . ~ ~ ~ LOCAl10NS AND DRAIN PORTS FOR
~ ELEVATION VIEW DISCHARGE WATER PER CMUD WATER GATE VALVE ~ ~ ~ ~ A
~ REQUIREMENTS, SEE DETAIL 6/C9.5
THRUST BLOCKING ~ ~ ~W WATER MAIN AND SERVICES ~ ~ b-'-I W ~
VICINITY MAP ~P. SANITARY SEWER LATERAL ( ) ~ _ ~~w
NOT TO SCALE 45° VERTICAL BEND DETAIL # RfGHT-OF-WAY ~ ~ ~ H
- N r 1 O
BACKFLOW PREVENTION NOTES; GENERAL NOTES; ~ ~.;y. ~ SETBACK ~ ~ ~ ~ ~
~ 90' BEND WITH THRUST BLOCKING
INSULATED ENCLOSURE SHALL BE PROVIDED WITH A HEATER TO SUSTAIN A CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS ~ w - ~ ~ ~ ` ~ ~ - ~ " ~ 012 FIN E E~ w x 'iNE ~ ~ ~ ~ - GAS E!(ISTING GAS LINE ~ ~ W ~
MIN. TEMP, OF 40'. CONTRACTOR RESPONSIBLE FOR COORDINATING AND PRIOR TO BEGINNING CONSTRUCTION OF THE WATER ~ ~ 08 ELM " X12"PINE ~ Q
HAVfNG ELECTRICAL SERVICE BROUGHT TO BACKFLOW PREVENTION DEVICE AND SANITARY SEWER SYSTEMS. ? ~ SEE SHEET C9.6 012 PINE ~ ~ ~ ~ FOR VERTICAL INfOfiMATEON~ ~ ~ o
FOR THE HEATER, 2. WATER AND SANITARY SEWER SYSTEMS SHALL BE
2. THERE SHALL SE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS TESTED IN ACCORDANCE WITH N.C,D.E.N,R,
PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER REGULATIONS IN THE PRESENCE OF THE a" WATER METER ~ °
USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY ENGINEER. ~ °
WATER METER AND ITS CMUD REQUIRED BACKFLOW PREVENTER. ~ _ _ _ _ _ - 4~li~~
3. CONTRACTOR SHALL PROVIDE ENGINEER WITH :T.~
3, ACH GMUIJ RE UIRED BA KFLO P T ~ 24"x8" Ts & v ~ 4~li~~ E Q C W REVEN ER IS REQUIRED 70 BE TESTED SANITARY SEWER RECORD DRAWING INFORMATION BY A CMUD APPROVED CERTIFIED TESTER PRIOR TD PLACING THE WATER FROM R REGISTERED LAND SURVEYOR WHEN INSTALLED BY CMUD --i
SYSTEM IN SERVICE. SEE CMUD SPECIFICATIONS FOR LIST OF APPROVED CONSTRUCTION IS COMPLETED, , ,N.-_e,~, .~„ry.M,~~,.,,,~ .~_,~~._..,..-.~.~...,.._~.~---__..„._.--~._:,-_._._...s.....m.~,......u-.--ri--_-_-n.~.__._._i _._._._,;..-,~,r-_.,,,......_.mM.,._.
wy F CERTIFIED TESTERS,
~ 4. A LICENSED UTILITY CONTRACTOR WILL INSTALL THE SCA~~; ~
4, CONTRACTOR SHALL INSTALL TAMPER SWITCHES ON GATE VALVES REDUCED TAPS AND METERS. THE CONTRACTOR fS
PRESSURE BACKFLOW ASSEMBLIES THAT SERVE FIRE SPRINKLER SYSTEMS, RESPONSIBLE FOR INSTALLING 7HE TAPS ANp ~a f / ~ ~ ~ ~ BONNIE CONE LANE PROPOSED
. METERS TO CMUD STANDARDS AND REGULATIONS. ~ 5, NO PLASTIC PIPE WITHIN 5 FEET OF EITHER END OF BACKFLOW ,~h.a`~ \ ~ ROAD WIDENING, SIDEWALK, If ~ PLANTER STRIP, AND GRADING.
PREVENTERS, 5. FI 5P I R SYS S V ~ ._.r_~_ . RE R NKLE TEM DO NOT HA E BOOSTER , 1 ._..T.~~ ~ '~0 ~ ~ 5EE PLANS PROVIDED BY KUBILINS
PUMP FACILITIES OR CONTAIN REQUIRE CHEMICAL ` ~ _ " \ ~ ~ ~ s ~ ~ ~ TRANSPORTATION GROUP,
fi6LF 6 PVC S5 6. NO P RMANE T NSULA ON S ST T • / E N I TI HALL BE IN ALLED ON HE BP ASSEMBLY, ADDITIVES. q, LATERAL ~ 5.22 ~6" PVC SS ~ aL ~ 5.22% ~ fill 1 119.t3G
h~r ,
' ~ ~ 6" PLUG, CO 7. FIRE DEPARTMENT REQUIRES TAMPER SWITCHES ON BPS SERVING 6. SANITARY YARD HYDRANTS SHALL NOT BE STOP 5' OFF BLDG PLUG, CO ~ ::sr~w s~., OFF BLDG MH_j ~ n,s•~, s+~~.~~' /
SPRINKLERS. SWITCHES TO BE WIRED TO MRIN ALRRM PANEL. AND DRAIN' OR 'STOP AND WASTE' OR WEEP ! INV. ~s52.55 f V. 652.55 5TA:8+61` ~ w,l~i~.~~;~.3:=
HOLE TYPE HYDRANTS, I I RIM:655.31 ~,S
/ INV IN:649.1D ~ INV DuT:s4fi.so ~ ~ / 1230 West Mprel~ad 3tree~ S3uite
E .FIRE HYDRANT 9 FL W DATA ~ - - - 7, FIRE HYDRANTS ARE TO BE i0 CLEAR OF ANY ~ ~ ~ ~ ~ , ~ C~~rlotte, NG 28208
OBSTRUCTIONS. / EX HYDRANT #1 HYDRANT NUMBER: 187804 HYDRANT LOCATION 699 E. MALLARD CREEK CHURCH ROAD I - - \ ~ , \tt ~ 704.3430608 tea 7a4,358.3083
DATE REPORT STAT. D D i ~ ~ RS L. SCHG ®20ps I ' ~ ` `f EXISTING FIRE HYDRANT AND WWrI'df~'(1'C0111 ~ j ~a f
07~28~08 84 7fi 1404 4315 BLOWOFF TO BE RELOCATED AS
r~~~ / '.,t~ ~ PRRT OF BONME CONE LANE ° rr.F ~t,X ` ROAp IMPROVEMENTS BY KUBILINS
' ti~ 68LF 6" PVC SS ~ $ PLUG, GV - . / f l , `E ~ TRANSPDRTAl1DN GROUP
/ LATERAL ~ 1.OA% MIN. 5 OFF BLDG NOTE: / ~ ~ ~ ° Q~ we
~ PVC WATERLINE 4 OR GREATER f MH-8 ,r ~ a ,~1~,r~~ T
STA:1+02.89 ~ SHALL BE C900, CLASS 200 PSI, RIM: 4.44 1 ~ ~ ` ° ~
/ 65 EkCEPT RT BACKFLOW PREVENTERS. ' INV IN:641.15 ~ 1 °j ~ f~4\R v7 ~'2' J~n~ e ~ i o
BEFORE YQU DEO ~ / INV OUT:640.95 ~
Q ' ~ 6" PLUG, CO 0°,
NOTE: pP ~~P s` ~ 5' OFF BLDG v » , 0~ h~,/P / ~ / INV. =641.83 0. ~ 1 1h ~1 ,
PVC WATERLINE LESS THRN 4 , ' ~,u ~ ~ _ m „ ~ 0 `r~z~ ~ ~ 41LF/4 PVC SS SHALL BE SDR 21, CLASS 200 CALL 1 800 882.949 l ~ : ~ ~ 1~ 1~ '4" PVC SS 2" PLUG, GV ~ ~ 1 ~ ~ ~ ,
JP'~~QC~ ~ ~ ~ ~ f LATERAL ~ 10.00% PSI. W.C. OwE-CALF, CHwTER a, ~ 0'S ~ ~ ~ . ~ 10.00% 5' OFF BLDG ~ ` !
_ ~~,/Q h ti/J r ~ F m - - MAX W/ 45' ' ~ ' ~ h~' ~ ~ "`ti ~ g VERTICAL BEND SEE AX W/ 45' rn ~ ` ~ ~~s~t~ ~ BEND (SEE ~ 1 ~ ~ ~t ~ 1, ~
~ ~ f / \ ~ I DETAIL THIS SHEET NOTE. /P ~ ti~~~ ~ ~ ~ ~ ) HIS SHEET) ~ ~ 4 ~ I
S Q h Q- /r / f A ~ PVC SEWER PIPE SHALL BE e~ o~ ~ ~ Q , ~ , i/ /r r a ~ 4 PLUG, CO':
SDR 35. / f~ ~ a ~ F B DG' ~ .~f a z~ 5 0 F L BLDG' ~ ~ ~
4= 3~ / ~ ~ INV. =651.00 `r f / ~ 151,00 1 1 ` ` 1 1'~ 1 y
r ; ~ I ~ NOTE. ~ ~ / / ~
FIRE DEPT, INSPECTOR TO / ~ ~ / ~ / REDUCER ..._..'MH-6 I l t , TF~~I~ 11N~ ~ ,
LOCATE FINAL FDC SIGN ~ j~'r~' STA:3+34.82 ~ I
LOCATION AND SIZE, ' 73.OOLF 8" RIM:647,04 LATERAL TEE ,r~ / FIRE WATER MAIN ~ ~ ~ PVC ~ 0,60 INV IN: 637,99 ~ ~ STA:5+55.6$ TEE STA:6~53.65 ' icy 'r ` .6$ RIM:fi55.$6 6" PLUG CD ~ ` r rs i~, i ~
- ~~I,~J'' / Vf~,"~ ~ INV IN: 637.99 SEE DETAIL rre~ 'AIL INV IN:646.82 5' OFF BLDG 1 ~a ~ 'I 'tI`i SANITARY SEINE ` ','ti 1:, ~~r I I INV IN:646.82
. ~ ~ ~~;r/ MH-4 INV OUT: 637.79 9/C9.5 NOTE. / 5TA:2+61.82 9.5 INV. =652.83 1 l'~' ' ! INV DUT:646.62 CD , ~ l~# 1,.
- DENOTES ELEVATION ~ y' 1,,:~ ~ RIM:645,78 318.83LF/8" PVC ®2.71 ~ ) ~,F~> ~ ~ " "
TAKEN FROM FIELD SURVEY / , .Fr,,~ INV IN: 637.35 8x4 x8 TEE WTH 8"x4"x8" TEE WITH " ~ ;c~ Q- ~ ~~k~~' 1 I r~~N CROSS THRUST BLOCKING 91L 6" V 2 BLOWOFF, ~8 GV--..,~-,,,~~ ~ ` ~
~ ~r'` / INV OUT: 637.15 THRUST BLOCKING NO CROSS ~ r' ~ ' ~ s / " CONNECTION / , r;~/ f,' ` (DOMESTIC MAIN) 8 GV ~ FJ P C SS ~ , ~',1 ~ i
.r , f" i ~ ~ ~ ~ ~ ~ ~ ~ ~ irrn rrir rrwM ~w ~ AT WATT=R F~= / ~ I ~ ~ CROSSING WATER N LATERAL ~ 6.517 „~r , GV ~ ~ , `f z ~ E, y )5SlNG 8x2" a I ~ ~ t ~ ' 1
,,,i ~ ,r / r - ~ ao ~ 8 DOMESTIC WATER MAIN 8 GV REDUCER GV ~ ~ ~ ~ I( j
/ ~ .^'~l' ~ ~ 8" FIRE WATT=R MAIN ~ I ~ - ~ i 8" OOMESTiC WATER MAIN I ~j ~ 7 ~ ~ 1j
/ .fi~ /,r ~ w 45' BEND WITH _ o ,1
' aka' :ii"j r ~ r ~ j THRUST BLOCKING 4" PLUG, GV I, ~ y 1_~, ~ . ~ ~ Copyrighk Q 2008 Design kTesource Group, PA 5' OFF BLDG ~ I T 1 1 this pion or drawing and any accompanying dacumenta or
t s ~ " 2 BLOWOFF G / S;A,,f ~ ~ MH 3 " 8 x$ x8 TEE WITH ' 2" BLOWOFF, GV p ~ ~ ~ ~ ~ ccdculctions are the property of Design Resource Group, PA; " ~ „ 4 , ~ i s rE and ore Intended solely for the use of the reclpEent noted,
' ~ / MH-2 STA:1+67.36 ~ 4 PLUG, GV THRUST BLOCKING ' ~ ~ ~ RIM:646.03 ! ! i STR:1+02,90 5 OFF BLDG W .~~rT ` ~ INV IN:636.58 " " 45 BEND / 8 x8 x8 TEE WITH ,y ~ ~ i ~ ;1,;,:? Wo #hfrd paty use or modlffcation is p~mltted without j h~# i 1 ' , ~.~G` written autharlaation, D W/ THRUST BLOCKING ~ ` 1 1 .1 4a , 4 _
o•` ,,~f` ~ , f RIM: 643.4E " 8x2 THRUST BLOCKING BLOCKING 1 ~ 1 y
i ~ INV IN.636.58 6 PLUG, CO ~ INV IN:635.99 REDUCER ,r~ w / INV OUT: 635.79 INV OUT:636,38 ~ 5 OFF BLDG ~1
,,F"%!'' ~r :'~,i ~ ~ - - - INV. W642.78 f/^ ~i• ^ s, ~ I'., Il
r,,~ f~i r ~.s_ ~ EX, 36 RCP " .8X8 x8 lEE WITH 0 64,26LF/8 / ) ; N Pf ~ STORM DRAIN. ~ ~ THRUST BLOCKING ~ 1~~ } ~ ~
~ - ~ ~ ,E / ~ o PVC 0.60% ~ ~ ~ -~f CONTRACTOR TO ~
° s% 90' BEND WITH TFlRU5T BLOCKING / , r /r, ~ ~ s VERIFY LOCATION ~ " - .T - - _ ~ t 15LFf 6 PVC S5
~ f„~ ~ AND DEPTH PRIOR U LRTERAL ~ 10.00 MAX. ~ TO COMMENCING , / _/,T ~f~' ~a~ , ~ ~ ~.T a V~TH VERTICAL BEND EXISTING FH #1 ' fir"' ~ ~ ~ ° ~ SEAL
/ ~ CONSTRUCTION. G CONTRACTOR TO j ~ ,tea ~ (5EE DETAIL THIS SHEET) ~ VERIFY LOCATION AND HYDRANT FLOW ' ~c' ~ 1 ~ f~'~~ ~~1 - 034267 = ~ ~C t DATA SOURCE ' a`~
a 'f ~ I I .a ~ I DEPTH OF EXISTING 24" WL ~ . 1 r' ~'tv~
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INSTALLED BY OMUD------ _.___,__,~......W...-~....~~_-. _ i 3 .,A~lI s r c~ m~,..~„e ~F, w ray ' ~ ~Ir~~ ,may _ T _ m,_., . _ _..m.,~ r I e: AUGUST ~GaB
_ 8 REDUCED PRESSURE BACKFLOW _ " ~ ~~""'.w' ASSEMBLY INSTALLED BOVE GROUND ~ _ _ _ ,rte ,,,T,.,-,__.__. _.m...,__,. ~ - ~ rv _ n~,m° ~ ~ ~ 1
EXMH-1 m o..„a , F --mow STA:O+00 -WITHIN ENCLOSURE. ENCLOSURE TO ~ ~ ~ ~ r EAST MALLARD CREEK CHURCH ROAD pp rr~~ 1~,,, ~ l S r l P oje # N
^,~'~n RIM: (644.77) m'~__ '"T"rv ~TT"' INCLUDE HEATING UNIT APPROVED .e,. 5s,,~a "a° VARIABLE PUBLIC_RIGf°°IT-OF-WAY F WAY ~ _ ,
~ 1 ~ ~ 572.C'^r , . 7 ~ PROP INV IN:635.17 - -FOR USE iN DAMP OR WET ~.w F _ ~ _ , _ y ~ ~ , j,r .e~4'~~ LOCATIONS AND DRAIN PORTS FOR eN~G~..,a~° INV IN: (635.06) MAJOR ARTERIAL1 lh FP~^- 1>-~brr04' u I~ ~ .s j ~eV15i011S: !1 S Er a , ] { ~~r,bU ^ 5 . _ . ~ u4~1 O "::"=,..:1,05' 1 ~ - ~ . r~,.m m~._~_.1 T. ~ ~ ~ ;-m~ ~ 1. 11.07.08 PER CMLDS REVIEW
' ~i i•.' r ~ ,l ~ ~ r~ ,V~„ r our~b~.QT DISCHARGE WATER PER CMUD
~ rr - EQUIREMEN ,SEE DETAIL .5 _PTy e -w ~ ~ ~___,r ~t 2, 11.12.08 PER CMLDS REVIEW
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8" PVC WATER tiQ F~ S~ ~ ~ ~ m~ 10a.3a3.~D8 fait TDa,358.3D98
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F of B" PVC ~ 4.66tF of 8" PVC ~ 0.60 RCP STORM DRAIN ~ 64,26E ~ 9 / / / ~ I ®0.60 l ~ / ~ i~
of 8" PVC ~ a.60~ / / ' rn 102.9atF ; : r Q=
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_ CopyrighC ~ 2908 Design ~tesource Group, PA
This pion ar drawing and any accomponyfng dowments a
calcuiatfans aro the property of Design Resource Group, PA; and are Intended solely for the uas of the rsciplank noted.
No th}rd party uae or madlflcollon is permkted without written authorfxatkn.
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GENERAL NOTES: NAT~IRAL ~,REAS: NDw o FORMERLY r
1, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. HEIGHT AND WIDTH SIZES SHALL BE MET SITE AREA: 8.18 A.C. (35fi,412 S.F.) SATE OF OR TN CAROLIN REQUIRED PLANT SCHEDULE T SChEDl1LE
REGARDLESS pF CONTAINER OR CONDITION SHOWN. BUILT UPON AREA: 4.47 A.C, 194,733 S.F. b13 45 1 PG 695 ~ g 2. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE US.D.A. STANDARD FOR ~ ) _ _ PID ~ 514010$ i A-L
NATURAL AREA REQUIREMENTS. >50% B.U.A. - 10% NATURAL AREA - 0.818 A.C. ZONI G; INST N / \ COUNT KEY SCI NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D,C. (35,641.2 S.F,) ~ V CANT ~ SCIENTIFIC NAME COMMON NAME CAL. HT. SPD. CON. NOTE
3. CONTRACTOR TO REVIEW PLANT SELECTION WITH LANDSCAPE ARCHITECT PRIOR TD INSTALLATION AND NATURAL AREAS PRESERVED: 1 = 7,020 S.F. USC. A r e NOW OR I"QRMERLY
DURING PROPOSAL PREPARAI1ON FOR QUALITY CONTROL AND VALUE ENGINEERING, # ~ ST TF OF NORTH CAROLINA 374 ICB ILEX CORM 4. LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE LOCATION IN THE FIELD, PRIOR TO ~'2 - 11'323 S.F. ~ p 4521 PG 695 ILEX CDRNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY 24-30" 24-30" 5 GAL. FULL BUSHY CONTAINER
BEGINNING CONSTRUCTION. #3 = 3,124 S.F. TOTAL = 21,467 S,F. (0,492 A.C.) (60.1%) - ID X05140108 39 BH ILEX CO ILEX CDRNUTA `BURFDRDII' BURFDRD WOLLY 30" 3O" 5 GAL. FULL BUSHY CONTAINER
5. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUNp UlIL11TES--PLANT 15' FROM ALL UNDER NATURAL AREA MITIGATION RE : O. 18 A.C. - D.49 A.C = D 32 3 YARQ~ ~ z NINC; INST GROUND UTILITIES SEWER & STORM DRAINAGE, GAS, WATER, PHONE AND ELECTRICAL LINES . Q 8 2 6 A C' X ( BAR ~ ~ US :VACANT 19 NDN NANDINA DOM
( } TREES = 12 TREES O ~ ~ ~ 6. ANY CONFLICT BETWEEN TREES AND UTILITIES SHALL BE RESOLVEb iN THE FIELD WITH FINAL TREE } ~ NANDINA DOME571C NANA 'FIREPOWER' FIREPOWER DWARF NANDINA 18-24" 15-18" 3 GAL FULL BUSHY CONTAINER
LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT. NATURAL AREA MI1TGATON PROVIDED: (4) SOUTHERN MAGNOLIA ~ 2 1/2 AL. I' ~ ~ 44 LJ LIGU5 LIGUSTRUM JAPONiCUM JAPANESE PRIVET 18-24" 18-24" 3 GAL. FULL BUSHY CONTAINER
7. LARGE MATURING TREES MUST BE A MINIMUM 25 FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION (4} LRUREL OAK ~ 2 1/2" CAL, LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TD RESQLVE BEFORE (4) JAPANESE ZELKOVA ~ 2 1/2" C L. r NATURAL r-- 74 ICO ILEX C{ Q ILEX CDRNUTA 'CARISSA" CARRISA HOLLY 24,30" 24-30" 5 GAL, FULL BUSHY CONTAINER ~ ~
PLANTING. A A I GA11O CR A: + AREA ~2 ~EMPORARY TREE
8. PLEASE CALL 704-336-6769 FOR AN INSPECTION OF TREE PROTECTION ANp/ OR TREE PLANTING 1. ESTABLISHME T OF A M NI UM OF 51X 6 INCHES OF TOP SOIL TO 1T-1E PROTECTION FENCE SEE 14 INS ILEX X ' AREAS, 1 TO 2 DAYS BEFORE THE TEMPORARY OR FINAL CER7IFICAT'E OF OCCUPANCY IS NEEDED, N I M + ILEX X 'NELLIE R STEVENS' NELLIE STEVENS HOLLY 6-8' B&B FULL CROWN, STRAIGHT TRUNK ~ a ^ W
DISTURBED NATURAL AREA FOLLOWING THE COMPLETION OF + HEET C8.0 DETAIL 4 9. ATTENTION CONTRACTOR/LANDSCAPER: IT IS THE RESPONSEBILITY OF THE CONTRACTOR/LANDSCAPER TO CONSTRUC110N AC11VilIES, THIS MATERIAL MAY BE OBTAINED FROM NA-L7 NA 11 UP ULM ULMUS PARVIFOLIA LACEBARK ELM 2 1/2" MIN 10-12' B&B FULL CROWN, STRAIGHT TRUNi( ~ r,Q,~a*
NOTIFY 11-1E URBAN FORESTER OF ANY 51TE CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR ON-SIZE WHEN AVAILABLE. B 6 P'~ TO PLANTING TREES. CALL 704_336--6769 OR THE URBAN FORESTER NAMED ON THE APPROVED PLAN 2. TREES SHALL HAVE A MINIMUM CALIPER OF 1.5 INCHES, , i I ~ 29 PY PRUI
FOR ANY CONFLICTS REGARDING SIGHT, SIGNS, OVERHEAD POWERLINE5 OR OTHER UT1LI11ES. 3. TREES SHALL BE OF A QUALITY SET FORTH BY THE AMERICAN ' 23 - V ' ' ' ' ' ' PRUNUS YEDOENSIS YDSHINO CHERRY 2 1/2" MIN. 10-12' B&B FULL CROWN, STRAIGHT TRUNK F~ W ~ ~
10. VIOLATIONS OF TREE PROTECTION REQUIREMENTS ARE SUBJECT TO RNES AND OR IMMEDIATE ( ) Q V UER / STANDARD FOR NURSERY STOCK ANb WILL BE SELECTED FROM A LIS~ THROUGHOUT + 23 Q Q QUERCUS VIRGINIANA LIVE OAK 2 1/2" MIN. 10-12' B&B FULL CROWN, STRAIGHT TRUNK ~ H W ~
CORRECTIVE ACTION/ MITIGATION. OF ACCEPTABLE NAl1VE SPECIES FOR PLANTING IN NATURAL AREA , SITE TYP. r ~ ~ i I - ESTABL S ED BY THE JU ISDIC ON. ~ ( ) ~ E 1 . M NIMUM TREE SIZE AT PLANTING 15 2-INCH CALIPER (FOR SINGLE STEM TREES}. ALL MULTI STEM I H R Tl 4 QL 4U R 4UERCUS LAURIFOLIA LAUREL OAK 2 1/2" MIN, 10-12' B8c6 FULL CROWN, STRAIGHT TRUNK ~ ~ ~ ~
PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, ANp MINIMUM 8 FEET TALL. MITIGATION TREES 4. PLANTED TREES SHALL CONTAIN A MIX OF AT LEAST THREE (3) f + I"°I
ARE 3-3 1 J2" CAL. MINIMUM, DIFFERENT SPECIES IN ROUGHLY EQUAL PROPDR110NS AND BE "LARGE + 4 ZS ZELKOVA SEI ZELKOVA SERRATA 'VILLAGE GREEN' VILLAGE GREEN JAPANESE 7ELKOVA 2 1/2" MIN, 10-12' B&B FULL CROWN, STRAIGHT TRUNK ~ [-I ~ A U
12, ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM R00T BALL MATURE SHADE TREE SPECIES" AS DEFINED BY THE CITY. l~ PRIOR TO BAGKFILLING PLANTING PIT. REMOVE TOP 1 3 OF THE BURLAP FROM ROOT BALL, 5. TREES SHALL BE PLANTEp IN ACCORDANCE WITH SPECIFICATIONS I r ~ 4 MG MAGN ~ MAGNOLIA GRADIFOLIA SOUTHERN MAGNOLIA 2 1/2" MIN, 1O'-12" B&B FULL CROWN, STRAIGHT TRUNK
/ ~ •~s 13. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CQNSTRUOTiON DEBRIS; PROVIDED BY THE CITY. + \ ~ 10 Q ~~w
REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL -OR- UNCOMPACT AND AMEND THE TOP 24" OF 6. TREES SHALL BE WARRANTED FQR A MINIMUM OF TWO (2} YEARS ~ F~ 22 A5 ACER SACCHI ff ACER SACCHARUM 'GREEN MOUNTAIN' GREEN MOUNTAIN 5UGAR MAPLE 3" MIN. 14-16' B&B WELL MATCHED SPECIMENS ~ ~
FOLLOWING PLANTING AND ANY DEAD OR DISEASED TREES MUST BE + EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF r r ~ 274 SQUARE FEET PER TREE OR PLANTING AREA}. REPLACED, , ~
14. MULCH ALL PLANTING BEDS WITH 4" OF PINE NEEDLE MULCH. 7. THE AREA ARQUND AND BETWEEN TREES MUST BE STABILIZED U IN / \ TREE r / / ~ ~ ~ ~ TREE PLAN7fNG DETAIL ~ ~ ~ ~
15. APPLY PRE-EMERGENT HERBICIDE TD PLANTING BEDS PRIOR TO MULCHING. AN APPROVED VEGETATIi/E GROUND COVER AND MULCH. r r SEE SEE SHEET C8.0 DETAIL 7 / ~ W ~
16. SEED ALL DISTURBED AREAS EXCEPT PLANTING BEDS AS NOTED, ' 17. ALL PLANT BEDS AND LAWN AREAS SHALL HAVE 2" - 4" TRENCH EDGE, , _ ~ ~
18. NO LIGHT POLES OR UITLITY POLES RLLOWED IN ISLANDS WITH TREES. KEEP ALL POLES 30' FROM TREES. r '
19. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED BY ORDINANCE. REMOVAL MUST BE APPROVED BY THE ~ / CITY ARBORIST 704-336--4262 ~ ! ~ ~ \ \ ~O ~o ~ , ~ ~ ~
' r ~ ~ ~ ~ ~
INTERNAL TREE REQUIREMENTS / + \ _ ONE TREE PER 1D,OOD S.F, OF IMPERVIOUS AREA. ALL PARKING SPADES WITHIN 60 FT. OF A TREE. J ~ 1 ~ ~
MINIMUM LANDSCAPE AREA AS A PERCENTAGE OF ENTIRE SITE IS 5% FOR RENOVATED SITES ANb 10% FOR f ~ ~ / ` ~ ~ ~ W a
NEW SITES. ~ / ' ~ ~
s / ~ CALCULA110NS: IMPERVIOUS AREA; 194,733 SQ FT \ PARKING LDT /
_ ~ LANDSCAPE AREA: 159,079 SQ FT (44.97) ' ~ \ ' SCREENING (TYP.} TEMPORARY TREE PROTECTION \
TOTAL SITE AREA: 353 812 S FT / ~ EDUCATI N Y ~ Q ' ~ 474 SF FENCE 5EE SHEET C8.0 DETAIL 4 3F ~ /
IMPERVIOUS AREA: 194,733 SQ FT / 10,000 = 20 TREES REQUIRED / i
(23} 2 1/2" cal., 8' ht. LIVE OAKS PROVIDED ~ - ~ - / "DAR NOW OR FORMERLY e o \ ~lUt7Y JOHNSON DB 18330 PG 912
PERIMETER TREE REQUIREMENTS: / # AR RID X05140109
LINEAR FEET OF ROAD FRONTAGE ALONG MAINTAINED RIGHT DF WAY INCLUDING DRIVEWAYS ~ ~ \ ' i 36 ICB ~ ~ ~ ~ \ ~ SOS ~ ZONING: INST
/ ~ STREET; BONNIE CONE LANE = 386.90 LF (386.90 / 40 = 10 TREES) ~ - ~ ~ ``USE: 51NGLE FA~11f.Y
10 EXISTING TREES (5"CEDAR, 4"ELM, 3"CEDAR, 6"ELM, 6"CEDAR, 5"HICKORY, 3"CEDAR, 3"CEDAR, 8"CEDAR, 6" CHERRY) , . ~ ALONG BONNIE DONE LANE.
„ / (1) 2 1/2 CAL, LACEBARK ELM t f `?a ` PLANTING STRIP PER ~ _
STREET; EAST MALLARQ CREEK CHURCH ROAD = 845,05 LF (845.05 / 40 T 22 TREES) ~ ~ p ~ ~ _..,r 12" ~ ~~REZONING (40' 0/C}
(22) 2 1/2 CAL. SUGAR MAPLES SEE C6.1 FOR WET ~ ' POND PLANITNG I G BUILD N ~ 2"po \ ~ \ EXI5TING TREES IN ~ ~ q~ a ~ SETBACK TO BE REMOVE
PUILDING FACING PUBLIC REGHT OF WAY: ~ , ~ REQUIREMENTS: 1 SMALL MATURING TREE PER 20 ~0 ? .mP„m . ° eaA o raa~NEo~ \ ~ FOR DRIVEWAY ~
r ~ LINEAR FEET OF BUILDING OVER 200 SQUARE FEET ~ TEMPORARY 1REE i
PROTECTION FENCE SEE ~Q I BONNIE CONE LANE: I i ~®~AI,~" ~ ~ urea Group
SHEET C$.O pETAiL 4 ~ REQUIRED: 83 LF, / 20 LF. - 5 TREES i \o ~ ~ `
PROVIDED: (5) 2 1/2" CAL. YOSHINQ CHERRY ' ~ ~ a 123D West Mor~ead Street, She 214
i EAST MALLARD CREEK CHURCH RORD: ~ ~ 12"GED 1 ~ CIIGI Wtte, ~G 28208
REQUIRED: 471 L.F. 2A LF. = 24 TREES ~ ~ ~ / i r ~ ~ ,2`~oa '~0~ ~ 704.343.08 fax 704,358.3083 1 NOW OR FORMERLY
ROVIDED: 2 2 " C YOSHI O C Y P (4} 1/2 AL. N HERR EASEMENT TO ~ SHRUB PLANTING DETAIL \ 4 ~ ~gnn~ rHtE EXISTING TREES GREATER THAN 8" CALIPER LOCATED WITHIN COMMUNICAITDN TOWER ~ ~ 5EE SHEET CS.D DETAIL 8 ~ " nR SUMMIT HOUSE, INC www.~~rP.cam \ DB 22D33 PG 669 p~
THE SETBACK OR RIGHT QF WAY SHALL BE REMOVED DUE TO R D ~ ` PID X0514011 p ° ~rC~tBtl~IIr9
REQUIRED ROAD WIbENING ANb OR DUE TO POOR HEALTH AS NOW OR FORMERLY CAROLINA , ~ zaNING:INSr ~ ~ 5' c~ ~ use, coMMERICAL
BEEN APPROVED BY THE URBAN FORESTER, THESE DO NOT STATE OF NDR,ri REQUIRE MIT1GATON. DB 457.1 PG 695 ~ / . . . . . . . : . . . I ~ ~ 1 ° IIrb~a Riga
05102103 f 9 PID ~ _ _ _ ZONING; INST ~ ~ /NATURAL
USE: VACANT ~ ! - 1. SEE SWEET C6.1 FOR DESCRIPITON OF NATURAL, ~P AREA #3 ~ ~ ~ ~ ~ CED \ 1 ~1 EXISTING TREES IN , y'` F ° ~
AREAS UNDISTURBED AND MITIGATED 2~ ~P ~ ~,"~.M - ( ) o% ~ ~ " ' SETBACK TO BE REMOVED "°"D~'"" ""~D
- - a`z"oAK 1 i " 1 WIDENINGUIRED ROAD
1 1 a ..1 q ~ 1 ¢ 1
JP'.~ C~ '4~ P ~i ~ ~ t 1 ~ C~ Q ~ r~ ~ (~s ~ , o 'V i
~o~,' ~ o~~r~ LEA ING ~ I' Z ~ ~ ~
~ ~ I EXISTING P / / ~ ~ ~e• aOho~~~ COMMUNICAITON ~ I ~ QFF E , ~ -
~ P ~ ii 0 ~ / ~ ~ •F TDWE , /Q ~D 04~ 1 TEMPORARY TREE
i i , f s"aEDnR o ~ ' PROTECTION FENCE SEE 0 0 0 SHEET C8.0 DETAIL 4
~ / ~ ~ ~ EBO ~ ~ ~ ~ , / g~ / ~ i ~ ~ / i` ' NATURAL r
/ / ~ II ~ ~ ~ B S ' ~ AREA ~1 ~ o r t 1~ Y 4
/ ~ , / ~ ~ . ~ ® I, s^HICKOR ° 1 NOW OR FORMERLY
~ - - ~ I I ° 1 MGB-2, LLC
/ / ~ ~ , y~ oo ~ DB 2Q782 PG 9 ~ ~ 1 ~ PID ~f0514D111
/ \ I I ~ vAH a' 1cKd~ ZONING: INST
/ ~ _ - EDUCAT ON W Y _ _ _ 14 ENS ' ~ AR ~ USE: SINGLE FAMILY REQUIRED
~ Y \ ~ ~~I / y , \ / ~ ~..C p sl Pi K f~ ~ ~
~ 39 BH ~ Nt+ / _ \ _ /
' ,f r , ~ ~ i - ~ i I ~ ~ p ~ l ~ ~ I~ - _ - PLANTING PLAN ~ CE ARO ~ r 41 E
' r - - - - • _ _ 7 ICK Y
_ + _ ~ ~ a' ~ ~ F PERIMETER TREE ALONG I
NATURAL AREA ~ , " ~ , _ _ , . _ . ~ ~ . i~ k r ~ / * U a` ~ a ~ BONNIE CONE LANE. 1 ~ ~ ~ ~ ' l
REQUIREMENT it ~ c ~ ~ p ~ OB"CE 1 ~ I ~ ~ TEMPORARY TREE
NOW OR FORMERLY ~ ~ ~ ~ ~ _ / y - ~ ; S + J ~ ~ ~ PROTECTION FENCE SEE
r/ ~ _ A LIFETIME INVESTMENTS, L[.C , ~ ~ ~ I _ ~ f 3,.~ ~ r 1.. ,.,,,r a ,n DB 1933/ F G 424 ~ - ~ 's.. t~.. 1a~, ~ ~r._.~1~ } SHEET C8.0 DETAIL 4
PI 140101 ~ I! D ~pq5 / , * ~ Copyright a 2008 Design RcSOUrce Group, PA
zoNING; INsT ~ _ BUILDING 1 1 ` I I Thla plan ~ drawing and ony ¢ocomponying documents or 41 1 14 4 c¢Igtlotigns ¢ra the property of Design Itesarrce Group, RA; i.~,.v,, . 1 ,,,F,.:t i ~ 1 and ¢re intended sololy fw the use ¢f the rbtlplenl noted
usE; GOMMI=RIGAL ~ ~ i ~ ~ SCREEN FOR ABOVE r'"~" A ,ul €:.,.v,, / ' ' / ~ DUMPSTER ~:mr ..~,r I~ ~
l , / ~ --m-~- - - ROUND BACK FLO :n . SCREENI G TYP. - \ / ~ PREVENTERS , / ~ ~ No third p¢rty uss or modlflcofion Is permitted without / y written ¢uthariz¢tlan.
~ ~ I , / ~ ~ ;r . , , O6 HER ~ I ~ _ _
,
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(4) - QL NATURAL AREA M1T1GAT10N -Z _ _ ~ I ~p~~~G
- REQUIREMENT _ R _ _ _ _ ~ . ` ~ No,5 7 : sY~
\ - _ _
e ALONG BONNIE - i'Y ~ • E R~.'~ O
' (2) EXISTING P1NE5 TO 179 ICB EXISTING GUM TO BE 24 - PY EXISTING MAPLE TQ BE REMOVED AS CONE ,LANE ` ~r~.- °W~ - ~/~f,' S'
( ) _ ~ _ - (4) - ZS - ~ ~ _ - REMOVED DUET ALONG EAST MALLAR BE REMOVED DUE T - - -APPROVED BY URBAN - - - - - _ ~ T _ _ _ v ~ ~ ~.~_„-~..-.---NATURAL AREA . l ire illlll~~~~\~ N4RTN
~ ~ POOR HEALTH CREEK CHURCH ROAD POOR HEALTH FORESTRY . (22} - AS MITIGATION ~ ~ ~ .~,r„~„~ . f
RLONG EAST MALLARD - REQUIREMENT ~ ~ - -,.-y_ -
CREEK CHURCH ROAD - _ - - - - - ~ - - - ~ _ Scale: 1" = 40'
EAST MALLARD CREEK CHURC;-~I ROAD
M ,._~,..._.~w,_._.__..~~. VARfABLE PUBLIC RIGHT-OF-WAY _ N TT T ~ ~ _ ~ Date: AUGUST 6, 20Q8
M MAJOR ARTERIAL} - ~ - - ~ _ ~ - ___T. _ _ ~rn~ect No. 041-~ 15
,F~,~~A~~~ m...~n . - Revisions:
y _
a ..._.:.T---- ~ - - -`"NOW OR FORMERLY- --._,.~__„_m~~ ~ _ - m-- ~NO'N OR FORMERLY NOW OR FORMERLY ABUBAKR AL~-FAKEY NOW DR FORMERLY - ~ _ m.,~., ~ 1. 11.12,08 PER CMPC REVIEW
~ ~ TSQUTHERN SIDE OF NCDDT NOW OR FORMERLY MACK H CULP and wife, CHARLES W MURRAY and wife, DD 20607 PG 271 CYNTHIA A BULLIS NOW OR FORMERLY GEORGE A OR'fEGA CAROL B CULP € i ~ NOW OR FORMLRI.Y ~ \ t
n RIGHT-OF~,WAY SCALEp ~ LYNN C HURRAY ~ r ALL DF LOT 6 OF DB 782Z PG 721 SHIRLEY A SMITH ~ ~ OB 17332 PG 981 ~ DB 17083 RO 74:8 : D 5775 PG 756 ~ FROM NC001' PLAN. € p ALEXANDER GLEN SUBDIVISION ALI~ OF LO'i 7 OF r D8 9286 PG 1D5 601 MAP, LLC p
ALL OF°'LOT 3 QF ALL OF LOT 5 OF - TIPS U-2508 C & , AI.L OF LDT 4 OF ` PHASE I PARCEL A EXANDER GLEN SUBDIV1510N € ALL OF LOT 8 OF m ,r [~RCI.€~('T ~lR~F77fi(l:i ALEXANDER GLF,.N SUBDIVISION, nievnhinr:R r~~ni ci€€~nivie€nti 1 ALEXANDER GLEN SUBDIVISION „o or ~~G AL ~ ~horri n I.~rW~.~n~o r`i~~i ciiQnnricinni DB 18914 PG 60 ~ ALL OF LOT 14 Of~
..V ,T PHASE PARCEL A wv" PHASE PARCEL A vu 4 V / u rrn~G rn\ J{LC/~nVVG\ v uv Jvu~ vu 7.ONfNG: R--3 PHASE. I PARCEL A PID #04938106 MB 21 PG 275 / PHASE I PARCEL A UKAVLN UnUr buauv uv ISOUTHERN SIDE OF NCDOT NOW OR FORMERLY /
. MB 71 PG 275 MB 21 PG 275 1 p / UeSE. SINGLE FAMILY PID #04938103 MB 21 PG 275 ZONING. R-3 PID #04938107 PID #04938105 11 MB 21 PG 275 M 224938144 IRIGHT-OF-WAY SCALED 601 MAP, LLC PID
ZONING: R-3 PID #04938104 ZONING: R--3 USE: SINGLE FAMILY ZONING: R -J PID #04938108 ZONING; R--;S Y ZONING; R-3 FROM NCDOT PLAN, DB 18914 PG 57 l TIP# U-2508 C & ALL OF LOT 13 OF /
USE; SINGLE FAMILY USF: SINGLE FAMILY USE, SINGLE FAMILY ` ZONING; R-3 USE: SINGLE FAMILY USE: SINGLE FAMILY I PROJECT #8,2672603 CRAVEN CROFT SUBDIVISION' MB22PG111 'PID #04938145 'I
o -QS{NGLE FAMILY
in ~ / ° ; R-3
USE? SIINGLE FAMILY ' / Sheet C6.0

'J
~~~}f 626.5 PE MANENT i . ,r I
Line # Length pirection Line ~ Length Direction ' i ~ ~ wATE ELEVATION
I ~ ,r ~ % 1,
NA-L1 57,18 N25' 44' 22.33"E NA-L21 58.55 S5' 16' 42.97"W '
1 H ! 11 ~ NA--L2 33.27 N26' 04 17.37E NA--L22 272.69 S56' 23 10.66E ' i ~~~RL' ~ j I I I I~
4.32 ' NA-L23 14.92 NA-L3 1 S83 13 24,29 W N34 20 16.29 E ~ ~ 62 .5 PERMAN NT ~%33=V ~ I ~ i _ ~ I ! , _ ~ ~
r/ NA-L4 85.32 S34' 18' 14.22"W NA-L24 130.06 N55' 58' 20.09"W I, I WATER ELE ATION;/~r~ '~r/ ~ ~ ~ I I 8-JE I t`~'~§ `dal ~ I C~2
~ ! ` - ~f I I , ~ ~ I I ~ I ' U (},'11111/// J
NA-L5 2.16 , 9 S10 56 21.71 E
NA-L6 15.44 564' 15' 37.67"E 56 IV ' r I ~ ~ ~ ~ ~ r~ %I ~ ~ I ~ I I 2-RL -~7 ~ 1 _ ~ ~
NA-L7 96.93 0„ Curve ~ Radius Length Chord Direction N54 38 46.$ W _ f, ~ , III , ~ ,``1 ~ .1 ~ ,r ~ I 2-AC ` I ~ ~ ~ W
NA-L8 70.94 N39' 14' 49.87"E NA-C1 311.35 132.14 N14' 2$ 41.92E _ ,
~ ~ / 11 1 l ~ ~ F I I F 1
- 9 9 06 NA-C2 5.00 4.27 S58' 45' 49.26"W NA L 10 . S69 09 49.51E , ~ r ill f r \ I I I ~ ~ ~ ~ ^ II ~ 1 1 r , / l 1-}
. lr ~ 1 4 ~ „ NA C3 35.91 29.03 511' 08 43.86 W ~ \ i~. NA--L10 7.3 S84 09 55.16 W , / / ' ~ 1 III ~ / ~ ~ I' ~ 26.5 PERMANENT ~ ~ W
~r :f ~ N ~P i 1s , ~ r,,, o \ , , „ NA-C4 56.35 27.50 511' 11 29.22 W i ' r ; j ' f, r f r, WATER ELEVAIIQN °t ~j~ F
~ E ~ ~ NA-L11 40.00 S1 24 0.6fl E q ~ , ~ ~ 2 2 . ~ ~ ~ / 1 " r 1 p4 r I I ~ 'r % / r ~ i ;t is ~ ~ Vf O
, ~ ~ \ , d
~ 1 NA-L12 4:05 N77' 35' 39.40"E NA-C5 177.93 46.95 518 48 56.98 W ` , Y „ ~
t NA-C6 136.50 51.11 N44 18 56.68 W NA-1.13 27.27 N34 57 16.91 E
~ ~ ;1 - ~ 1 , n ~ 1 ~ 1 ,1 NA-C7 239.90 108.80 57 59 34.64 W
~ NA--L14 56.75 N12 27 52.23 W / ~ 4-JE ' ~ ~ ' ~ r f r' ~ ~:~rv-~ Ld 1 O
1 ~ ~ ,1 , ~ ` ! - NA-L15 69.49 ' 3 ' 07.77"W NA-C8 39.31 89.22 N11' 44 34.22 E / ~ / a' ,/<,l~~f is rf ~ _ ~ ~-'i ~
~ S77 2
, A-L16 35.61 \ ,1 N 521 36 19, 60 E r r rr;; ~ I ~ ~ti ~ p
i, ~ ~ ~i ~ _ _..m.~_~ ~ 1 ; ; 1,1 , 1-, N A- L17 39.74 N 77' 35' 39.40"E ,
~ ~ ~ 1 ; ~ 1 i ~
j ~ ~ NA-L18 101.21 56' 24' 08.0$"W ~ ~ r! r ' /lift./{`, r , ~ ~ 4
2 1 ~ N 1 ~ 0, 1 - n r I 1 ~'i I I' _ ~ I I r~ f ~ ~ z~,~~r
~ ! NA L19 9.76 N12' 27 52.23 W ~ f r / f I , J ' - / it ~ ~ y
1` ~ ~ ~ ~ 1c 1 k . , n ~ ~ / / t
~:4 NA-L20 51.65 S77 32 07.77 W / , ` / ,
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l 1 / ~ % ~ 1 , /
~ ~ t / - ~ / ; ~ / } 1 I f ~
1 ~ ~ f .~r~ I IEi fifl'li I I If ~ II /',f , • 9-JE /
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._..__.._T ` i i ~ 1 ~ _ P I I I T ~1n r ~v . _._s ,,...M.w..~.~._-..~~...~.~...~,,...._ 626.5 PERMANENT ~ ; ~ _m___-- ~ ,.n l , r. ~IL V~ M
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9 `y ~ y ~ WATER ELEVATION ~ t ~ . , ~ ~ _ .vR ' Ilil ~ I i ' r~li ~
~ 4 ~ ~ q n t t ~ b I _ ~m. M..._. ~ I I , i I I I 1230 West i~OreheaQ Street, 9uEte 214
F E 1 ~ Gharf4tte, NC 28208 ..rk ^v._^,'x^ r ,..e r"Rri ~'~s'C x7c'r++'v"+^-r 'i-{."o"~'"r"~574~~ 2~ 7~7C/'^7"'~ F'"JV r"T_ N.YS,~,~y-a:V < r..c.:s,~~'..,~.,..x, ~._~.<;~...-a~..Yi_a ~r.~ti~. ,,_~.,.n~Mr~,.._,xr,~.,>rx.~:w.Y.~r.~ .c`~-x,.`sti;~~,_..M. <.uu.~-_,, ,_~.~~,'?r~., .~._x.. 39-AS f ~°I
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JE 142 Jlld(YJS ffFUSL~ 2' 4" POT FULL Bt15H1' CONTABJ~
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~ , ~ ~ A-L ~ 'r ' y I PLANTING PLAN II
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, ~ , / ' ~ / F Capyrlgdt ~ 2008 Resign Resource Group, FA,
r.~ r ~ ,~R; I ti,~ - ~l Th}s plan ar drawing and any accompany~g documents ar - ~ calculations are the prvpgrty of Oes}gn Resource Group, PR;
I ~ ~ and are Intended solely for the uee oT the recipient noted. No third patty use or mgdlflcatian Is permitted without
~ 9 . written authorfxatEon.
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H,q aP ~ ~ 4, L T o ~ ° oa ~ Project Na.: 0~'1-115
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AN\ Sheet C6.1
NATURAL AREA #3 NATURAL AREA M111GA71ON

'~8' GENERAL NOTES:.
NOTES: NOTES: 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND sEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETIpN OF PROJECT 1. A GROOVE JOINT 1" DEEP WITH 1 f 8" RADII SHALL BE REQUIRED IN THE
CANpPY, PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS QF ALL TREE _ TREE ~ CONCRETE SIDEWALK AT S INTERVALS. DNE 1/2" EXPANSION JOINT
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY REQUIRED RADIUS PROTECTION FENCES of TREE BARRIER 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION AFTER INSTALLAT}ON. r ~ ; WILL BE REQUIRED AT 45' INTERVALS NDT TD EXCEED 5O' AND ~ ~ MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A
3. STAKENG IS REQUIRED FOR ALL TREES IN R.O,W. STANDARDS SECTION 0106p. FOR GENERAL SPECIFICATION • SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK
pR UPON REQUEST OF ARBORIST, REGARDING TREE PROTECTION, a" ~ ; ~ JOINS ANY RIGID STRUCTURE.
4. REMOVE EXCESS 541E FROM SITE AND DISPOSE OF IN A LEGRL MANNER, " ~ • ' 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. " ~ { r~•' 3. WIDTH DF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM h~l
5. RESEED UNMULCHED, DISTURBED AREAS. ~''4 •b ,r 1p+,' OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL
' ` ; r BE DETERMINED BY THE COOT. ~ ~ ~ r 4. WIDTH QF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE A
3/4" NYLON STR MINIMUM OF 4'. ~
6" S[1P KNOT M9TH STOP KNOT, CROCy~, IQI~~~~l SIDEWALK, 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING ~ 1 ~ ~
LRRGER THAN TREE DIAMETER STREETS. ~ ~ W 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 36D0 PSI. IN 28 DAYS. ~ Ca
ROOT GROWN TO BEAT FNISH GRADE KEEP MULCH AWAY FROM 7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH r,., ~ ~j ~
TRUNK 1" TD 2" SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN, F~ ~ ~ ~
4" HIGH / B" MADE MASSMUM 4" M UM YE BERM OUTSIpE OF ROOTBALL AX1M LA R DF MULCH 1/8" RRDIUS ~ ~ ~ ~ ~
3 - 1"x2"x1 W40D STAKES ~
PATH CENTERED 3 e" HOLE P_~,AN_ VIEW OF ROOT, ZONE DRIVEN iN LINE TH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
~a; a' ' , ~
~'~r'k , gr,:.e.' 4NE FORT FOR EACH ~ n
. ;G ..dr INCH OF TRUNK DIAMETER w
a.+". BAGKFlLL A5 SPECIFED OR 1/2 HEIGHT OF TREE ~ REMOVE TYPICAL EXCESS SOIL FROM R04T CROWN r`~` FOR PRUNMG Sff N111CFIEVER ES GREATER 3 n •d•• • ~,r, 1~;?• EXPANSION JOINT V 1 ~ ~
INTERNATIONAL SQCIETY a 6' MINIMUM NiDTH ~
REMOVE TOP 1 3 BURLAP UNDISTURBEDAsDiI, OF ARBORICULTURE SPECS, FQR 2" A IRE S ° AND ANY NAILS PINS, ETC. " 6" BARK MULCH, PLACE BARK PLACE BARK JOINT FlLLER
/ MULCH AT AREAS NOT . ROOT BALL DIA, 12 REMOVE TOP 1/3 OF PARE YARIES _ pEAp TREES AND SCRUB OR UNDER o PROTECTED BY BARRIER, NOT q ~ ~ M pry BRIER, 1I2" ~ ~ ~ I+y U
BASKET WHERE PRESENT GROWIH SHALL BE CUT FLUSH YATN I aN ~S'' .r,.. C.~ W P N ~ ~j~ E.,'' ROPOSED CURB ds GUTTER
TREE UMB ADJACENT GRADE. NO GRU~fNG ~ RAESE PIT BOTTOM TO SET ROOT CROWN REMOVAL RLLOWfD UNDER DRIP UNE. 1~OINT IN SIDEWALK " ,""a U~ o
AT THE CORRECT HEIGHT. FlRM SOIL UNDERROOT BALL, PROPOSED 4" CONCRETE 51DEWALI( ~j
2"xd" STANDARDS + 1"x4" RAILS , OR ORANGE SAFETY FENCING ° I
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004) MAY BE usEO. ~ =~_I I,~ _ _ 1 W ~ ~ ~ DETAILS SHOWING EXPANSION ~ a
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN, ROOT BALL DIA, MIN, ROOT BALL DEP1H I--III--- I~ I ( ~ 1=III- L, 2' 12-14' 16' 24" 16" ~ I I III JOINTS IN CONCRETE 5lDEWALK ~ Q
14-16' 18' 32" 21"
NOT TD SCALE NOT TO SCALE
~ •
CIT1~ OF CHARLOTTE CITY OE CHARLOTTE 7 TREE PLANTING 4 ~ • CITY OF CHAREOTTE
LAND DEVELOPMENT STANDARDS _ _ HAND DEVELOPMENT STANDARDS TREE P R D TE C TI 0 N D E TA I L (FOR SINGLE AND MULTI STEM TREES) C8.0 C8.0 IaAND DEI~ELOPMENT STANDARDS CON CRETE SIDEWALKS
giARLO'I`TC. INCLUDES CHARLOTTE ETJ 4a.a1 QU,IiLO'l°IP~. INCLUDES CIIARLOTfE ETI ao,az ao,DZ ~ Q (~iARL[)'17'~, ~iCLUDE5 CHARLATTE ETJ ~ 0.22
DRIVEWAY DIfJENSIONS TAPER CURB VARIES AT EACH ENTRANCE
ACCESSIB,LE.F1I(~K~J~j R~DUIREMENTS SPACING VARIES SIGNAG£~~ ACCESSIBLE ROUTE E OPERATION/RADIUS MINIf,IUlA MA1{IMUM (MIN 2:1} (FACE-FACE AT R/4Y)
SEE LANDSCAPE PLAN _ ® ~ ~ ~ ~ (SEE NOTE 3) DNE-WAY wITH 8-12 FT. B RADII 2p 30
TOTAL PARKING ~ACE5 MINIMUM NUMBER MINIMUM NUMBER OF FRONDED ~ ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIREp NOTES: SPACES REQUIREA TO BE VAN ACCESSIBLE SEE 5TD. NO _ ONE-wAY PATH 13t FT. 1/2" EXP SION JOINT
50.09 FOR 1, SCARIFY ROOT MASS OF 1 m z5 1 1 DETAILS RADII f5' 25' ~ SEE NOTE 3 • , CONCRETE SIDEWALK I CONCRETE SIDEWALK
CONTAINERIZED PLANT MATERIAL. TYp, ctiX.LAR S s r ao 2 2. INSTALL CONTAINERIZED PLANTS AT MIN, 2 Hr. ~ z. D 1 TWO-WAY VA711 6-t2 Ff. 26' 56' ~ OR PAVERS GURB FLUSH TH SIDEWALK OR PAVERS ~y RADII ~ r~'
FINSHED GRADE 51 ro ~s 3 1 Two-wAY wITH 13t FT. _
3. TAMP PLANTING MIX FIRMLY AS PIT IS 4" LAYER RADII 22' r r r r r• r r r r a r + w r r• a a a' a PLANTING STRIP • • r • r a a r r a T a r r• P~AN~'!NC`r pp ,,w. ec''uu i,
FILLED AROUND EACH PLANT BALL, l~uLCH~O~ 70 TO 1D0 4 T B' 8' 9' 8' 5' 8' 4. OMIT COLLAR AROUND EACH SHRUB 101 ro 150 5 1 vAN ~ r+ {6' MIN,) • r r r r r r a r r • • r a s STRIP {6~ MIN.) ~~17 West IIf~B~alf 31~6Bt 2 W . Or r? r a r• ? r r r? „ r r r r r r r o r r
WHEN IRRIGATION SYSTEM IS PRESENT. GGes~BLE .I r r r r+ RADIUS r r r a GROOVE JOINT 1~2 EXP. JOINT r r r a RADIUS a r f'<LwrlwNp ~ ARMa r r SEE NOTE 4) r 1 ONGRETE TD BE 36DD P.S.I. r r r a r . (sEE NOTE 4) U1liiiiNNEEVI{ter ~GVLVV
5. SOAK EACH PLANT BALL AND PIT ~ , . , , , 151 To zoo s 1 s A 1' IMMEDIATELY AFTER INSTALLATION. 4 `'6"•10. ,~~.c't~,~,ti~~ ~~'~.?1`11^~;~ :;w:a:. .~=,,ts,r• oNE ouT of EvERY Elcalr (a)ACCESSIBLE sPAGES, auT 2 COMPRESSIVE STRENGTH. A r'.'r r TING x` "wc ' ~ Gu ' r r `~iclsTiNC`z'=s" CURB ~ GUTTER A 704.943.0808 faz T04.358~93
~1'MIN.~"~ .r:+`"Lk"'•*yy,, ~`1~4 ~,f+x`"+.~"'..~.dt ~u+.••+%~'n7ix~r~rr 201 TO 3f10 7 1 .,p N, .5,o-;e'r '"~rw: ~1"~'p 71i~'~r~ra}i*> .,r;r~:.;w~~~ NOT LESS THAN ONE, IS REQUIRED 7D BE VAN ACCESSIBLE, ',S~{~":e,nT, ,~"'i'~:',~,'~'^~~7i'.Ni~~ AiTst"~'i~+~,~.b) 7'OT~;ti1~a:~'~~~~ '°'i9 a.,it?,,~K. ~ r.4 7!„",M'i'.l"~` q4;': e, „={.n' 301 TO 400 $ 1 2. AT ALL DRIVEWAYS, SIDEWALKS 70 BE _ ~ DTE 3 ~ WNIW.~~.Ct?RI REMOVED TO THE NEAREST JOINT BEYOND
"V" TRENCH AROUND 1~~ i,~:,~ •_~.A~ c; ~"~;,',s„s. PARKING SPACE PAVEMENT MARKINGS ENTIRE PLANTING BED - 401 TO 500 9 2 NEW CONSTRUCTION OR CUT WITH A SAW GROOVE JOINT o ~
AND REMOVED. 5AW CUT DR JOINT TO BE f12" EXP. JOINT gD• TD BACK DF 1/z" EXP. JOINT a PERPENDICULAR TO EDGE DF EXISTING GURB (TYP.) B
EDGE OF TAMP SOIL MI% UNDER 50T TD 1000 2X OF TOTAL ACCf5S18L~E SPACES PLANTING BED LANT MIX EACH PLANT BALL TO L,) PAVEMENT, SEE STD. N0. 10.17 FOR JDINT PLAN VIEW DETAIL. PAY LIMITS FOR WORK DONE _ "~l~n
A MINIMIZE SETTLEMENT UNDER CETY OF CHARLOTTE CONTRACTS
20 PLUS 1 FOR 1 IN EVERY 8 1001 AND OVER TYPICAL PLANTING BED DETAIL EACH 100 OVER 1000 ACCESSIBLE SPACES RESERVED VAN R ; e$ PARKING MUTCO PARKING ARE FROM EXPANSION JOINT TO EXPANSION JOINT, FROM LIP OF CURB TO ~"(r~IN DRIVEWAY VADTH VARIES MIN , c 'Irl~ff~w~
SECTION 4,i,2 5 OF 7HE AMERICANS VATIi DISABIIJTIES ACT ADA , ACCE551BI,E 12 x6" RZ_1 BACK OF SIDEWALK. ~ {sEE TABLE} +"~'~~b+~++
SEE 4.1,2,(5) ~d~ FOR MEDICAL CARE FAGILIIIES ( ) 12 x18" MUTGO 3' 613ABL~0 CD 3. ALL DRIVEWAYS MUST MEET THE CURRENT roP DF cuRe - FRONT EDGE of wALK ~ DF cuRa ~ CITY DRIVEWAY REGULATIONS AND NCDOT ~ • J~ P
RESERVED R7-8a NOTES PARKING PASSEMOER 12"x18" :tri" REQUIREMENTS FOR SPACING, SIGHT "~D
CROWN HEIGHT 1, ALL 12"xle" ACCESSIBLE SIGNS (RT~Ba & R7-1 SHALL BE MOUNTED AT 7 FEET FROM MUTCO taAplrlo DISTANCE, ANp OFFSETS FROM PROPERTY g» LINES AND INTERSECTIONS. SECTION A-A (ALONG FLOW LINE
EN INCHES piA0ET0 BOTTOM EDGE CF SIGN FACE (MUTCO). MOUNiINC HEIGHT CAN BE REDUCED TO RZ-~" EQUALS MEpIAN o 0 0 0 TYP. 5 FEETIF PLACED IN AN AREA BETWEEN SIDEWALK ANO BUILDING FACE 1N WHICH 12"x18 ONLY 4, 4. RADII MUST BE MINIMUM 6 FEET OR THE
YADTH IN FEET SRFO~ERED PEDESTRIANS ARE NDT IXPECTED TO USE, TO 12" MA%. 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DENCES, (MU1CD) R7-8D WIDTH OF THE PLANTING STRIP,
FINAL o a o REQUIRED ACCESSIBLE MAXIMUM GRADE U.S. DEPARTMENT OF TRANSPORTATION AND NOR1H CARDLINR RESERVED PARKING SIGN PENALTY 12'x9" aD WHICHEVER IS GREATER, RADII GREATER ga THAN THESE MINIMUMS MAY BE REQUIRED
pEPARTMENT OF TRANSPORTA710N SUPPLEMENT. $ 25O 10" (EX) ~ ~ ° 3. IF ACCE551BLE ROUTE I5 A R{JSED SIDEWALK AREA, THEN BY COOT ON A CASE-BY•-CASE BASIS. FOR RADII GREATER THAN 6 FEET, THE FRONT EOGE OF WALK .A, 6' {MIN} ACROSS PLANTER k1~
RADII ARE TO CONTINUE A5 A BAND 6"-~• s' (rasa) sIDEWALK ~ AT~GRADE THROUGH THE SIDEWALK. 2•~ ~t~a"/~ " +6
1d (f%,}- E%ISi1NG RAMPS ARf REQUIRED AT LOADING ZONE AREA, MAXIMUM R7_gp SEE STANDARD ND, 50.10C FOR EQUAL SPADING EDGE OF PENALTY GRADE BETWEEN ALL PLANTS PLANTING ~ 250 12'x9" SUPPLEMETAL SIGN DETAIL 5' 5. PAVERS USED 1N DRIVEWAY MUST HAVE A .
BED 6, THICKNESS OF 3 INCHES. ~--~~~._.,,i;-;;'';, :,..t~ ~w,.::,~t.~:.~. ~ . 6. ALGEBRAIC DIFFERENCE IN GRADE t"AA) : A; ~.,x• ti ,~~~.R4„•~~' • ~ ~8 „A,
TYPICAL BED CROWNING TYPIQAL PLANTING BED PLAN BETWEEN SLOPES SHALL BE 8% DR LESS. II 1-TI uA>L
SEE SFANDARp N0, 5D.10B ~ 50.10C FQR SUPPLEMENTAL SIGN DETAIL •~2'-6"~-I ~10' 10'-•••I
7 I ~ SECTION B-8
NOT TO SCALE TO SCALE NDT To sCALe APPROVED DATE
• CITY OF CHARLOTTE • CI OF C L TY HAR _OTTE
8 5 ACCESSIBLE PARKING AND SIGNAGE LAND DEVELOPMENT STANDARDS SHRUB PLANTING BED LAND DEVELOPMENT STANDARDS 2 CITY OF CIiARLOTTE TYPE II-MODIFIED DRIVEWAY DETAIL WITH DETAIL
CS.O CB,C STANDARDS I C8 ~ BIND DEVECOPMENT STANDARDS WIDE PLANTING STRIP AND STANDARD
CLO'I°I'iE,. INCLUDES CHARLOTTE E'fJ ~p.o5 CI~WiLO'I"I'E. IIVCLIIDES CHARLOTTE ~J 5a1pA ~a1DA C~IHLOT~'lE. INCLUD$5 CNARIA'1~')a E'CJ CURB 1D,z~~
wnu oR BuILaINC FACE
1/2' RADIUS Q 4. . ~ ~ NOTES:
;a+ 3" RADIUS 1/2" RADIUS I+6" "1 ~0" 1/8" RADIUS 3 RADIUS 1, BIKE RACKS SHOULD BE INSTALLED AS PER
t ` ~ MANUFACTURER'S RECOMMENDED Copyrighk~Z008 Resign ResourceCroup,PA This plan or drawing and any accompanying dacumente or
INSTALLATIQN PROCEDURES. calculations arc the property of Design Resource Group, PA; 5'-0. 2. ALTERNATIVE BIKE; RACKS OR LOCKERS MAY and arc Intended solely for the use of the recipient Holed.
SPECIFIED BALL DIAMETER ~ ' ~ 4' . ~ . . ~ • . s 1/8" RADIUS I 4 + ' AN + ~ ~ , , BE USED BUT ARE SUBJECT TD APPROVAL BY No third party use or madiflcation Is permitted without
Y ~ SPEGIFTfO BALL DIAMETER ~ ~ 4+. ~ • a • . ' iv ~ ~ THE CHARLOTTE DEPARTMENT OF wrikten authrniutt(on. ~ TRANSPORTATION.
a. 'p , ~ , , x 3. ALL DIMENSIONS SHOWN ARE MINIMUM.
2'-6"
NATURAL SOIL UNE EFFECTIVE BALL DIAMETER TOP OF BALL o rr 1'-6" ~ ~'Sre ~~r~~
AS DUG TOP OF BALL STANDARD 2 --fi CURB As Duc AND GUTTER
2• MAXIMUM aF SOIL 1~-~fi" STANDARD CURB ~ ~ti~~~ ~a,
COVERING ACCEPTABLE AND GUTTER NA711RRL SOIL UNE UNACCEPTABLE SOIL
COVERING
Y ice'
N g" 1'-$" ' i"9 APE A,•'~ ~
ROOT CROWN M 3" RADIUS 1/a` RADIU5 ~g~ ~g• PLAN VIEW ifs/// W • ~~,`i,`r~~`\ /1111111~~
/4" ro RADIUS
S ROOT CROWN ' a~', ° , " /a" RADIUS rv '
• ~ 9 a
~ ~ ~ ~ ~ 3J4" RADIUS ~ Scale; NOT TO SCALE
B oo 'a e° a ' A ~ e' ~ ACCEPTABLE CONDITION 2'-O• VARIES _ Date: AUGUST 6, 2008
f UNACCEPTABLE CONDITION (AS DELIVERED) AS DELIVERED ~ " SCHEDULE 4p STEEL
( ) 2-0 ~ - --1'-6~ m Project Na.: 041-115
° z.D• Revisions:
NOTE: ~'-0" STANDARD CURB & 1'-6" MOUNTABLE CURB AND GUTTER 9 a A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED GUTTER TQ BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY PIAIE ANCHORS OR
WILL BE DONE BY THE CITY ARBORIST Tp ENSURE THAT THE APPROPRIATE CITY ENGINEERING DEPT, ~ EMBEODEU faouNllNG. 1. 11.12.08 PER CMPC REVIEW
~ TREES WERE NO7 PLANTED/GROWN T00 DEEPLY AT SOURCE 4 ~ A Q 4 ~ ,t~.75"
(NURSERY), LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER n. MARK GROUND LEVEL LINE ABOVE ROOT BALL. 1F CITY ARBORIST "Q
~ DETERMINES THAT THERE IS EXCESSIVE SOIL AVER THE ROOT a
~ CROWN. THESE TREES WILL BE REJECTED,
SIDE VIEW
NOT TO SCALE TO SCALE NOT TO SCALE
g 9 K~ CITY of CHARLOTTE ROOT CROWN DEPTHS 6 CITY OF CHARLOTTE s CITY OF CHARLOTTE
~ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT sTnPmnxDS STANDARD CURB AND GUTTER LAND DEVELOPMENT STANDARDS WAVE RACK FOR BICYCLE PARKING C8.
CH.O CHA~~~.r~E INCLUDES cBARL0,17T old (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS 40.09 C8'0 CxA1UA77'F_ pNC7,Upgg CgpgypTTg gpJ 1STD, 0, 17A 10.17A g [ iAR~A l INCLUD CIiARLOTTE ETJ 50.21 Sheet 0

FLARE OUT SIDEWALK TO MEET OUTSIDE EDGE OF CHEEK WALL.
DESIGN RESOURCE GROUP IS NOT RESPONSIBLE FOR NOTES SIRUCTURAL DESIGN OF RETAINING WALLS. 1. THE S.F.C,B. COLOR TO BE CHOSEN BY THE OWNER. NOTES. STEP WIDTH TO MATCH SIDEWALK METAL HANDRAIL (30TH SIDES- 1.2 RISERS + 1 TREAD MUST = 24-25" WIDTH SEE DETAIL BELOW
2. DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3. 2. ALL STEPS WITH 2 OR MORE RISERS REQUIRE
DETAIL IS CONCEPTUAL ONLY. ALL WALLS MUST BE 3. OETAILEp RETAINING WALL DESIGN DRAWINGS, SEALED BY AN NC LICENSED DESIGNED BY A LICENSED STRUCTURAL ENGINEER. ENGINEER, SHALL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO HANDRAIL ON BOTH SIDES. 3. ALL STEPS WIDER THAN 60" REQUIRE INTERMEDIATE ~
CONSTRUCTION. No1fs: RAIL . '
4. AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, I) MatuMarrAL Ho"xs `AAPERIAL A•, a/+" >V to vA. Pta~r FENCE (atv-e~,r-esov) ox }.ALL LANDINGS TO $E AS LONG AS 5TAlR5 ARE WIDE ~ • ' . MINIMUM. 2~ MAX, SLOPES ON LANDINGS. LANDINGS TO z~ ' ' ~ h*-1
VERIFYING IN A SEALED LETTER TO THE AUTHORITY THAT RETAINING WALLS ~u~l~ c~~ Amu cvA~rES~'A~ ro avvc~TO"i Aw r ~a~ava ~'0~N°' ~ u~"II HAxnw?~ u' Aevv~ " ARE CONSTRUCTED PER THE ENGINEERED DRA'MNGS, IN COMPLIANCE Ik7TH z) Ar rRe Po°L ~vE vF sHE cArE INSrAU. u>at Ar A olsrA"c~ "v mss TMA" s eavw rrte rar w n~ az M~~ BE PROVIDED ~ TOP AND BOTTOM OF ALL STAIRS l ~
SECTION 1590.3 OF THE NC BUILDING CODE. ~ cP~ at~EraLEA~~ ~ t~ ~ t~s"~ ~ sE is AC1ryA1Ep, S. ALL STAIRS AND HANDRAILS TO COMPLY WITH SEC. ~ ~ ~ ~ 1--I
5. MANUFACTURER SHALL PROVIDE CALCULATIONS COMPLETED BY A LICENS1D + c'am' Pans sEVUREO eorrt stoES vF carp rn>, STRUCTURAL ENGINEER. s as" MlaiMUM ~1x~ Hnt"zoNrAL e,uts, 1009 OF THE MOST CURRENT INTERNATIONAL BUILDING • ' . , ~ ~ CODE. • - ~ ~ fin„ ~
42" GUARDRAIL S. CONCENTRATED FLOW FROM SWALES, DOWNSPOUTS, ETC MUST BE DIRECTEp oPEMtNV?o et ~~uc Ar
AWAY AND AROUND WALL. t/2 Max FtsIL~E aAm+a vM nIE #IA%. ro mriEx 7. CONTRACTOR SHALL NOTIFY pESIGN RESOURCE GROUP WITH ANY Pva. ~o~ ~ ~ V1 Q
POST 8' O,C. CdEAR WSrANCE DISCREPANCIES WITH PLANS AND CONCENTRATED FLOW PATTERNS.
3' _ _ 1/4"ASPHALT 1-~--6" 1MDE CONC. ~ a ~
IMPREGNATED CHEEK WALL ~ ~ I--1 W O
12" MIN EXPANSiDN JOINT 6 = ~ y ~
CAP ,i
DRAINAGE FILL, m;,.., 12" MINIMUM z~ II J 1,=.~ Q x ~ A U
~ ~ ~ ~IM a. I I , ~ ~ Ir ~ ~ 1 1/2" METAL HANDRAIL PAINTED BLACK ~ H ~ Z
8" MODULAR BLOCK ~ ~ ll;~ 3 ~ i _:Ei~ ~p -'d:' - ~~{r o ~~w
F I I I ~ i{_~ ~ s - I ~-I " ~ 12" MIN T~ ~ ~ CD'
I '~'i - 1w . ~ r ,I ~ t~1+1 I t~.~ 4' MAK TO CENTER 1/4 ASPHALT IMPREGNATED ~ ~ ~ 11" MIN ~ ~
J ' EXPAN5ION JOINT
t a PER ' ' ~ '~a NOTE 1 12" MIN. ~ E„~ ~
! 4 d • .
FINISH GRADE I:~ , ' • TREAD MLIIIy, W
"Itr.:_ I~ sl~~. ~ , F''~`11 COLLECTOR DRAIN 4" SLOTTED bRANPIPE s q d`r a Zv 1v 1v a 1v =~~_~.~_'_~':I~'. ;~"''J. s~!_.,= WITH NCDOT 57 STONE. OUTLET AT 5O' a . tzxtz'c~atETE 11 0 a ~ ~ a 1 % IN.
-I ~ I, - I ~ ~ ~ INTERVALS. INSTALL AT END OF GEOGRID ° ~ F0011"° \~•'6"
`I:.. , ~ ~M~I GEOGRID LAYERS, SPACING AND LENGTH 12' le ~n". a'-v -F , _ 2 LAYERS 16 GA, + ~ ~ ti ' ~ ~ ~ ~I
6" MINIMUM GRANULAR ~ 3 ~ ~m., DETERMINED BY MANUFACTURER'S ENGINEER -,11-~:I~I- fi"X6" WWM WITH , ~ , < e ~ Q
LEVEING PAD DRAIN TILE, ELEVATION VARIES. OUTLET AT 2a MIN, COVER ~ 0 ~ ~ 6" WIDE CONC. n
END OF WALL OR AT 40' MAX. INTERVALS FENCE ELEVATIaN ~4 ~ CHEEK WALL w
7 4 1
MODULAR BLOCK RETAINING WALL - POOL FENCE AND GATE ~ CONCRETE STEPS
C8,1 C8.1
NOTES NOTE:
1. THE S.F.C.B. COLOR TO BE CHOSEN BY THE OWNER. 1. DIMENSIONS MAY VARY 11'-6" 11'-&" DEPENDING ON PARKING g" 17' PARKING DRIVING DRIVING 17' PARKING B"
2. DESIGN OF ALL RETAINING WALLS IS TO BE. PER NC BUILDING CODE SECTION 1610.3, SPECIFiCAT10tdS SEE SITE - -
3. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY AN NC LICENSED PLAN FOR ACTUAL CR05S SPACES LANE LANE SPACES SECTIONS
ENGINEER, SHALL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO CONSTRUCTION.
4. AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, 2• REGULAR PAVEMENT SEC114N TO BE APPLIED TO ALL ' "~r . „
VERIFYING IN A SEALED LETTER TO THE AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED PER THE ENGINEERED DRAWINGS, IN COMPLIANCE NTH PARKING LOTS AND PRIVATE STREETS WHERE HEAVY DUTY ui VM gaup
a" THlcf( ~ooD Psl cDNC. wALlc SECTION 1610.3 OF THE NC BUILDING CODE. IS NOT SPEGIFlED. (2} 1-1/2" SUPERPAVE SURFACE
CONTROL JOINT (TYP,j 5, MANUFACTURER SHALL PROVIDE CALCULATIONS COMPLETEp BY A LICENSED STRUCTURAL ENGINEER. 3. PAVEMENT SECTIONS PRONDED COURSES, TYPE SF-9.5A
' ~ a^ THICK aaoD PSE o. ~ AWAY AND AROUND WALL ( ) ARE 70 BE USED IN 6" COMPACTED A.B.C, 1230 West iNor~ead S~'eet, 5~te 214
' conc. RAMP 6. CONCENTRATED FLOW FROM SWALES, DOWNSPOUTS, ETC MUST BE DIRECTED 3-0" min FENCE PAINTEp BLACK ; , ~ ~ s' 7. CONTRACTOR SHALL NOTIFY DESIGN RESOURCE GROUP WITH ANY TO BE CORE DRILLEp 4" INTO Ep BLACK CONJUNCTION WITH APPROPRIATE COMPAGTEO SUBGRAOE Gi1t~011A, NC 28208 INTO SUBBASE 'M7H A CBR 1'-6" CURB AND GUTTER
' ~ Z.I stoP~ DISCREPANCIES WITH PLANS AND CONCENTRATED FLOW PATTERNS. CDNCRETE SIDEWALK (CALIFORNIA BEARING RA110} TO 104.343.0808 f8x 104.358.3093
S 18" CONC. RB 1. SO & GUTTER (~TYP. o ~7.Op~ PRONDE THE SUPPORT FOR FlRE ~~EGULAR PA,y~ME~,T AREAS WINW.f~~?.COfd DEPT. VEHICLES,
n ' Sn By.GP po90°°
:50 0000 18" CONC, CURB w,, & cuTTER (TYP.} CHAMFER 6" 17' PARKING DRIVING DRIVING 17' PARKING 6" ~i1~W~1ii Wei
e 4" CONCRETE SIDEWALK E%PANSION JOINT " EXPANSION JaINT SPACES LANE LANE SPRCE5 ° II~L~~
TRUNCATED DOMES FLON'LINE a a, .
~ ft.e~ m x47 _ : ~h a' THICK DOD PS! DESIGN RESOURCE GROUP 15 NOT RESPONSIBLE FOR ~ ' ` -
coNC. LANDING , , ~ ~ l =T f Im_- 10" x 1O" W.W. MESH STRUCTURAL DESIGN OF REnTAIN1NG WALLS.
0 0 - ~ ~.I I I~mml i I~~::M, i 1
n.a• ro z47 TRUNCarED DOME NOTES: DETAIL IS CONCEPTUAL ONLY. ALL WALLS MUST BE w 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE W1TH ADHESIVE PFR MANUFACTURERS DESIGN D Y A LICE SED 5TRUC RAL ENGI EE . ~ ~~~"'--ry~~~'!~ 2 COATS ASPHALT EMULSION iION (2} 1-1/2" SUPERPAVf SURFACE ~ ~g
SPEGFIGATIONS. E. B.. N TU N R Q , I lI~ IIT°~~ WATERPROOFING C1 0 2. N16TH OF OETEGTABL£ WARNING AREA SHALT. BE A MINIMUM OF 4 FEET AND VARY H1TH WIDTH Of ? ; ~,..-.r J_.~ " COURSE, TYPE SF-9.5A
D.a RAMP. SPLIT FACE CONCRETE BLOCK 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION W10TH, ~ J I-I RETAINING WALL CflLpR TO BE ACK 8" COMPACTED A.B.C. '0 BE COMPACTED SUBGRADE
4, DETECTABLE WARNING AREA CAN BE SQUARE WHERE USEp IN A CURB RADIUS, ~ ~ I-- . , I I.~I I- APPRDVED BY OWNER 1'~6" CURB AND GUTTER
0 5. DETECTABLE WARNING DDMES SHALL 8E ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION ""J - ~ ~ 0 OF OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. ~~I I I A FINISH GRADE 1 . HEAVY DUTY AREAS
TO RAMP. ~ I Imm"11 E f 0,9" 7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 50ff0 psl CONCRETE, ~ ~ ~ I
~ O O Q B. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE 1RIP HAZARD. ~ f I NO. 3 REBAR AT 30 O.C. 6• ~ •D L9 Y.~ * •
TRllNCATED DOME SECTION I . mf I I, ,~J_~ " . . ' , ~ , I, ,r' e , ' 3,fi00 P.S.I. CONCRETE
~ - 4, -III. 'i;i'~4 ~E,~. ~.Y,~i+..~x .~G~ 4I S~. Y*4t~16 ~.Y s6G'i''~ 5.n~„~t 1~n... n a
'W` o ~ , 2 NO. 3 REBAR CONTINUOUS OU5~~ S J t ~`34~ ~'~~~~-~~~t, >~~~"~S~~],'t~ ,r: s xs 10/1o w.W.M, ~~`,`~~~~~~/~~r`~~,\~~~`~~~`~~,~~~`~.~.,~~;~~/~~~~`~~~~~~~~j\/ 4" COMPACTED ABC
. ~Uj~e;~TEO ODME SPACING
i E~r~-. f ~1 . ~ ' ~ I ~ CONCRETE FOOTING 3,6flD 1 ~~/(~?/~\f~~~/~%~~~~~%\ ~\l~\f/i~\%~\%~\'~'%\fi\~/~~\~~\~1~~,/~\~/~\r/\i~~,_ COMPACTED SUBGftADF
G PSI ~ 28 DAYS ON 983' w COMPACTED SUBGRADE CONCRETE SERVICE AREA ~I
8 5 2 PAVEMENT SECTlQNS DETAILS
HANDICAP RAMP SIDEWALK WITH RAIL OVER RETAINING WALL C8.1 C8.1 C8,1
~I~~~~~~a~~~. PLANTING !BLAND
STANDARD HANDICAP SIGN
w 18" CURB AND GUTTE
~~,,3`~ !ES 1~1~tolnicfi'I~e p~l6rlrha~o~d,ias sPEaFlEO ON ¢ l1TI1 L~rr1~ Itllrtel~ ~D6 s' SITE PLAN s' 'y ~ w ~ ~ v, Copyright ~ 2008 Design 3Zesource Graup, PA
b, sa~~ ~ IUgh# Ua~ F~c~rir q,711 8 A.~.. L~D1P~J~tta~e 1DQ >Y ~ ~ W This pion or drawing and any accampaaying documents ar
calculations are the property of ?}eslgn Resource Group, Pp; y y PARKING and are intended solely for the use of the recipient noted,
Lamp S~ur~ Metal FI~1fdD y y W ~ No third party uea or modfflcatian is permit#ed wlthouf Written authorization,
MtpN-I~i~ht 1at3 ~ 6' MIN. HANDICAP RAMP Wf12:1 C®!~$ F~lac9c t MAX. SLOPE W Y y +k
„`b`~ aE~gaU~na4 " e W ~Y W ,V
CURB SLOPES UP WITH WALK
TRUNCATED DOMES. SEE DETAIL y y ~ ~ 1 F
pN THIS SHEET FLUME ~ ~t o, 527 ~
~ 5'-0" OR 8'~0"
" FOR VAN ACCESSIBLE OR AS E OR AS ~ i~'• ~~~•~ti
SPECIFlED ON SITE PLAN 'LAN _ _ _ _ ~i9 A4~''~• a~~ '
Y ra1~~l ~paci~lg; a t1: ~ a y w m w w ~ w w w w rV W ~ w m ~ w w ',1~77/A (N,~~1~~`~~1~~
F W, ~ 6 8' , - I I~ C7 ' ,Y ~H ~Y ,Y +E~ Vr +V +V v~ +Y ~Y V~ +Y •Y W y W dr W '
c z z ~a fi r - _ _ _ ~ ~ Ir~C~ T&4P13plPi~ l~fi ~ ^T ~"~.~1 8'-0" VARIES 8'-0" 1 ' 8 ~ 'i
~ i L ll Blue ~.D FC rA ~ -e
` ~ '~E Dark Blue D.5 FC N } t EXPANSION JOINT (TYP.) Scale: N4T TO SCALE
i { 1 6" PAINTED STRIPING ~ I , , e ~ a~-'°. ri , , ®ACCESS AISLE - GUTTER LINE Dgte: AUGUST fi, 2408
i,. FINISH GRADE
4 - I f " FINISH GRADE , E ~ PrOJ2C~' N4.: 44~ ~ ~
~ , ,._r ,r~,._,_r.,. 8' D FOR m a: ~ - n VAN SPACES ~ ~
A _ .
R. ,NOTES: I e , • . , ' as ' .e ~ a'. ~ e ~ I~ I l 1. 11.12A8 PER CMPC REVIEW
r 1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) T1s^euluw9hr~~~ni~?nlhrlS{;~bxnr c9~ycn:rn:ntoinlatnp~lcala,l~ceifen ~11pz~1;P;4~iit;,~+T'ach~~T1F"S ~`srlncar~r+;tres;~senl.{s:;.c~ U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA -0 ~ 0 _
P~ ~ s a m~ahs~~iii>?pFml!mrc~?e}1„ i~ch±~~>!i+~ltnshrts*it[z~c~.~+i&ir„~I,~T~at~+~~laMlit.~nntiF,trint;me~i~~~r~, DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
k>swn~~krnlinphr'~ap~d~afu~Selhrpvfilnwnn::rpprs*:pan!attndsvillarm~:eilTihdl,£,T'entfc~lkkri~r:t~n~r,d,~~nlt3Fc4irit~it?m,t~m+'*~~arac 2 IF ES f LE 0 1S A R 15 SI EW A EN „ce~#rluvis,~~it_ ACC SB R UTE A ED D ALK ARE , TH
ro ..........:..,,.._r_,,.._.._:.r,.....:w.~,....._.._......,,~_...:...~_._,L_.._•----."_.~...._..._,~,_sr..__....~..~,~ RAIMPS ARF RFf1111RFf1 AT It1Af11hiG 7flNF AREA
~ Pll~awrV ~rucnlrnLLdrn ~sx rcv~araaixc ula r ia~yr,~r nvn ea s~r~ rrn~e~uw r~~nwr 3wt enn iw n ~rurva-k ~ rr ram ~ I • , , . _ • • • • _ • grew a:.mulity of r turf cl44.. Lwol rntbuEa maw wrpy dilhllr:,li~tw =un~i r}ct wra~kic la oG' ~fn-c nn.,i n La crn}u~ tJ ~T18"CURB AND GUTTER BOTH SIDES OF
VI
d
E ' 2 r-91 ~ mraii~ju~l:i+ - POLE LIGHT HANDICAP PARKING ACCESSIBLE RAMP CONCRETE FLUME
C8,1 C8.1 c8.1 Sheet C8.1

TRASH COMPACTOR WITH RECYCLING
45.14
44.40
SCALE: 1 " = 10' I RECYCLING AREA
50'
T.W.
50.01
37.5' PROPOSED
RIGHT OF WAY
30' EXISTING RIGHT
OF WAY
30' EXISTING RIGHT
OF WAY
EXISTING SIDEWALK
TO REMAIN
R/W }� —
I 1
R/W —
0";
. ........
'';.. . .:
TO SUBMIT CUT SHEET FOR APPROVAL
PLANTING STRIP
VARIES
4
A
4.
SIDEWALKo
4'
Sheet C8.2
°
Iv I 5'
4' I
d e
A• ..
GUTTER
a
Q
E-4
MORTAR JOINT
d
c .4
.... ........ . ...... ..
0";
. ........
'';.. . .:
TO SUBMIT CUT SHEET FOR APPROVAL
PLANTING STRIP
VARIES
041-115
2'cuR$
BY OWNER AND LANDSCAPE ARCHITECT
MORTAR FILL (AS NEEDED)
Sheet C8.2
°
a
7
e .Q
GUTTER
a
Q
E-4
MORTAR JOINT
d
.... ........ . ...... ..
NO. 4 REBAR 30" ON CENTER
..�
STREET
8"x8"x16" CMU
OPENING ELEVATION 48.00
EXISTING CURB & GUTTER
FINISHED GRADE
(3) NO. 4 REBAR EQUALLY SPACED
PLAN VIEW
TO REMAIN
N TS
F_ I I
--—
,�
` CURB do
I i GUTTERS 1 CURB &
45.39 (VARIES)' GUTTER'
(VARIES) +
? _ _ i _ LEGEND
2 _ 8 �� ..t..� 11' T 10 11' NOTES:
SIDEWALK PkANnNG STRIP BIKE LANE TRAVEL LANE TURN 4 NEA TRAVEL LANE TRASH RECEPTACLE
(PROPOSED) `(PROPOSED) (PER COOT) (PROPVED) 0 1, STAND IONS REPRESENT MINIMUM
y�� STANDARDS; VARIATIONS MUST BE
45 51 SIGN y APPROVED THROUGH CATS AND CDOT
*SEE PLANS BY KUBILINS TRANSPORTATION GROUP, INC. FOR ACTUAL CONSTRUCTION DRAWINGS. 1 PROJECT MANAGER.
ADA SPACE — — 2. SEE SHEETS NO. 07A AND 076 FOR
NEW CONCRETE WAITING ADDITIONAL DETAILS AND NOTES.
PAD 4" THICK 3.2' MINIMUM PLANTING STRIP. 4'
PLANTING STRIP IS TYPICAL.
NTS. h
2 � CITY OF CHARLOTTE
3 WAITING PAD ONLY WITH
SCALE: 1 " = 5' C2 BONNIE CONE LANE SECTION C `- LAND DEVELOPMENT STANDARDS PLANTING STRIP
CHr11iCOTTC. INCLUDES CMLOM M60,01 A
TOP OF WALL
ELEVATION (SEE PLAN)
8"x8"x16" CM U
EXPANSION JOINT
I
NO. 4 REBAR GRID, 12"x12" `t
6" CONCRETE, 3,500 PSI, AIR
ENTRAINED TO 579, MIN. SLOPE
1/8" PER FOOT
6" COMPACTED A.B.0
1 li jjr II
PRECAST CONCRETE CAP, CONTRACTOR
PLAN VIEW ~�` ' ` I' ,r -r I `"
TOP OF WALL
ELEVATION 53.50
8"x8"x16" CMU. FILL ALL
CELLS WITH CONCRETE
EXPANSION JOINT
NO, 4 REBAR GRID, 12"x12"
6" CONCRETE, 3,500 PSI, AIR
ENTRAINED TO 57., MIN SLOPE
1/8" PER FOOT
6" COMPACTED A.B.0
CONCRETE FOOTING, 3,500 PSI
AT 28 DAYS ON 98% COMPACTED
r SUBGRADE
N
RECYCLING AREA SCREEN WALL
in
0
I
-H
�� TRASH COMPACTOR AND RECYCLING AREA
PRECAST CONCRETE CAP, CONTRACTOR
TO SUBMIT CUT SHEET FOR APPROVAL
BY OWNER AND LANDSCAPE ARCHITECT
MORTAR FILL (AS NEEDED)
RUNNING BOND BRICK TO MATCH
ARCHITECTURALS
MORTAR JOINT
(2) NO. 4 REBAR 8" ON CENTER
12"x8"x16" CMU. FILL ALL
CELLS WITH CONCRETE
8"x8"x16" CMU. FILL ALL
CELLS WITH CONCRETE
FINISHED GRADE
(3) NO. 4 REBAR EQUALLY SPACED
mm 11` 8" CONCRETE FOOTING, 3,500 PSI
AT 28 DAYS ON 987o COMPACTED
SUBGRADE
N
CARDBOARD BIN SCREEN WALL
U
0
FRONT VIEW
NOTE: '
1. STEEL PLATE HOPPER TO BE CONSTRUCTED AND
ATTACHED SO THAT IT REMAINS ON SITE DURING TRASH
REMOVAL.
2. DO NOT ATTACH HOPPER DIRECTLY TO MASONRY WALL.
3, HOPPER HEIGHT TO BE A MINIMUM OF 54" (4'-6")
ABOVE BASE GRADE. PREFERABLY BETWEEN 7' & 8'.
4. SEE CIVIL DRAWINGS FOR STORM DRAINAGE (OR SANITARY
CONNECTION) AS REQUIRED BY LOCAL CODES.
5. SEE CIVIL ENGINEERS DRAWINGS FOR CONNECTION OR
FREEZE PROOF YARD HYDRANT,
6, ALL EQUIPMENT SHALL BE SINGLE PHASE ELECTRIC, TO
BE COORDINATED WITH MANUFACTURE AND ELECTRICAL
CONTRACTOR.
7. STATIONARY COMPACTOR TO BE RJ -225 ON SITE
COMPACTOR BY MARATHON EQUIPMENT CO.
8. CONTAINER TO BE RJ -40 OCVL ROLL -OFF OCTAGON
COMPACTION CONTAINER BY MARATHON EQUIPMENT CO.
TOP OF WALL PRECAST CONCRETE CAP, CONTRACTOR
ELEVATION 53,50 TO SUBMIT CUT SHEET FOR APPROVAL
TO SUBMIT CUT SHEET FOR APPROVAL
U)
041-115
BY OWNER AND LANDSCAPE ARCHITECT
BY OWNER AND LANDSCAPE ARCHITECT
MORTAR FILL (AS NEEDED)
Sheet C8.2
RUNNING BOND BRICK TO MATCH
r
7
ARCHITECTURALS
a
Q
E-4
MORTAR JOINT
�::
.... ........ . ...... ..
NO. 4 REBAR 30" ON CENTER
..�
8"x8"x16" CMU
OPENING ELEVATION 48.00
_ F
FINISHED GRADE
(3) NO. 4 REBAR EQUALLY SPACED
6-4
CO
MORTAR FILL (AS NEEDED)
PLAN VIEW ~�` ' ` I' ,r -r I `"
TOP OF WALL
ELEVATION 53.50
8"x8"x16" CMU. FILL ALL
CELLS WITH CONCRETE
EXPANSION JOINT
NO, 4 REBAR GRID, 12"x12"
6" CONCRETE, 3,500 PSI, AIR
ENTRAINED TO 57., MIN SLOPE
1/8" PER FOOT
6" COMPACTED A.B.0
CONCRETE FOOTING, 3,500 PSI
AT 28 DAYS ON 98% COMPACTED
r SUBGRADE
N
RECYCLING AREA SCREEN WALL
in
0
I
-H
�� TRASH COMPACTOR AND RECYCLING AREA
PRECAST CONCRETE CAP, CONTRACTOR
TO SUBMIT CUT SHEET FOR APPROVAL
BY OWNER AND LANDSCAPE ARCHITECT
MORTAR FILL (AS NEEDED)
RUNNING BOND BRICK TO MATCH
ARCHITECTURALS
MORTAR JOINT
(2) NO. 4 REBAR 8" ON CENTER
12"x8"x16" CMU. FILL ALL
CELLS WITH CONCRETE
8"x8"x16" CMU. FILL ALL
CELLS WITH CONCRETE
FINISHED GRADE
(3) NO. 4 REBAR EQUALLY SPACED
mm 11` 8" CONCRETE FOOTING, 3,500 PSI
AT 28 DAYS ON 987o COMPACTED
SUBGRADE
N
CARDBOARD BIN SCREEN WALL
U
0
FRONT VIEW
NOTE: '
1. STEEL PLATE HOPPER TO BE CONSTRUCTED AND
ATTACHED SO THAT IT REMAINS ON SITE DURING TRASH
REMOVAL.
2. DO NOT ATTACH HOPPER DIRECTLY TO MASONRY WALL.
3, HOPPER HEIGHT TO BE A MINIMUM OF 54" (4'-6")
ABOVE BASE GRADE. PREFERABLY BETWEEN 7' & 8'.
4. SEE CIVIL DRAWINGS FOR STORM DRAINAGE (OR SANITARY
CONNECTION) AS REQUIRED BY LOCAL CODES.
5. SEE CIVIL ENGINEERS DRAWINGS FOR CONNECTION OR
FREEZE PROOF YARD HYDRANT,
6, ALL EQUIPMENT SHALL BE SINGLE PHASE ELECTRIC, TO
BE COORDINATED WITH MANUFACTURE AND ELECTRICAL
CONTRACTOR.
7. STATIONARY COMPACTOR TO BE RJ -225 ON SITE
COMPACTOR BY MARATHON EQUIPMENT CO.
8. CONTAINER TO BE RJ -40 OCVL ROLL -OFF OCTAGON
COMPACTION CONTAINER BY MARATHON EQUIPMENT CO.
TOP OF WALL PRECAST CONCRETE CAP, CONTRACTOR
ELEVATION 53,50 TO SUBMIT CUT SHEET FOR APPROVAL
WITH GRADING PLAN
STATIONARY
COMPACTOR
U)
041-115
BY OWNER AND LANDSCAPE ARCHITECT
�•—
Sheet C8.2
r
7
a
Q
E-4
�::
.... ........ . ...... ..
aw..
..�
Q
OPENING ELEVATION 48.00
6-4
CO
MORTAR FILL (AS NEEDED)
P4
�'
Q
RUNNING BOND BRICK TO MATCH
8"x8%16" CMU. FILL ALL
W
�
0
ARCHITECTURALS
CELLS WITH CONCRETE
I�
ID
5' SIDEWALK APPROACH
AT 5% MAX, (8.33% MAX,
EXPANSION JOINT
r�
SLOPE WITH HANDRAILS
O
O
MORTAR JOINT ON BOTH SIDES)
0
ELEVATION 44.505'x5' DROP OFF
/-AREA, 2% MAX SLOPE
-
SIDEWALK /
8"x8"x16" CMU. FILL ALLf
T.
�fi
: I i ��_. _T i�-
7
CELLS WITH CONCRETE
'
5'
ELEVATION 43.62
(2) N0. 4 REBAR $" ON CENTER
N0, 4 REBAR GRID, 12"x12"
I'
MIRIFI MIRADRAIN 6000 DRAIN SYSTEM
6" CONCRETE, 3,500 PSI, AIR
WITH 4" PVC -DRAIN TO STORM DRAIN
ENTRAINED TO 5%, MIN. SLOPE
II
.
AT CENTER OF COMPACTOR
1/$" PER FOOT
C3
i -
II
:-
EXPANSION JOINT
6" COMPACTED A.B.0
NO. 4 REBAR 12" ON CENTER
�.
ItU i
h 77
12" CONCRETE FOOTING, 3,500 PSI
AT 28 DAYS ON 98% COMPACTED
SUBGRADE
g
II
N
TRASH COMPACTOR
WALL
WITH GRADING PLAN
SIDEWALK
REAR VIEW
1/8"x4 1/2"x12" STRAP HINGE BOLTED
THROUGH (3) EACH DOOR, ANCHOR BOLT
TO 6" CONCRETE FILLED PIPE
6" RADIUS
1/8"x2" STEEL FRAME
6" STEEL PIPE FILLED WITH CONCRETE
2"x6" REAR SIDE ONLY
GATE ELEVATION
5/8"x6" BARREL BOLT
2"x6" TRIM FRAME BOTH SIDES PAINT TO
MATCH TRIM ON BUILDINGS
1"x6" WOOD SLATS
18" CANE BOLT BOTH DOORS
NOTES:
1) REFER TO FINE GRADING PLAN FOR LAYOUT
AND GRADING OF CONCRETE PAD.
2) VERIFY ACTUAL DIMENSIONS IN FIELD BEFORE
CONSTRUCTION.
SCALE: 1/2" = 1'
STATIONARY
COMPACTOR
it
041-115
�•—
Sheet C8.2
r
a
Q
E-4
�::
.... ........ . ...... ..
aw..
..�
SIDEWALK
REAR VIEW
1/8"x4 1/2"x12" STRAP HINGE BOLTED
THROUGH (3) EACH DOOR, ANCHOR BOLT
TO 6" CONCRETE FILLED PIPE
6" RADIUS
1/8"x2" STEEL FRAME
6" STEEL PIPE FILLED WITH CONCRETE
2"x6" REAR SIDE ONLY
GATE ELEVATION
5/8"x6" BARREL BOLT
2"x6" TRIM FRAME BOTH SIDES PAINT TO
MATCH TRIM ON BUILDINGS
1"x6" WOOD SLATS
18" CANE BOLT BOTH DOORS
NOTES:
1) REFER TO FINE GRADING PLAN FOR LAYOUT
AND GRADING OF CONCRETE PAD.
2) VERIFY ACTUAL DIMENSIONS IN FIELD BEFORE
CONSTRUCTION.
SCALE: 1/2" = 1'
ReNdurce Group
1230 West Morehead Street, State 214
Charlotte, FIC 28208
704.343.0808 fax 704,358 3093
www drgrp.corn
• Urban Dea n
° Civil Engin"ring
F
lawd Planning
SITE
DETAILS
Copyright 0 2008 Design) Reseurce Group, PA
This plan or drawing and any accompanying documents or
calculations ore the property of Design Resource Group, PA;
and are intended solely for the use of the recipfent noted,
No third party use or modification is permitted without
written authorization.
``\O \11CIAR///
No.527 : #_
RPEW.
11F1lllltt��
Scale:
Date;
Project No.:
Revisions:
VARIES
AUGUST 6, 2008
041-115
1. 11.12.08 PER CMPC REVIEW
Sheet C8.2
a
Q
E-4
Q
C'0
6-4
CO
1--1
P4
�'
Q
W
�
0
I�
O
O
ReNdurce Group
1230 West Morehead Street, State 214
Charlotte, FIC 28208
704.343.0808 fax 704,358 3093
www drgrp.corn
• Urban Dea n
° Civil Engin"ring
F
lawd Planning
SITE
DETAILS
Copyright 0 2008 Design) Reseurce Group, PA
This plan or drawing and any accompanying documents or
calculations ore the property of Design Resource Group, PA;
and are intended solely for the use of the recipfent noted,
No third party use or modification is permitted without
written authorization.
``\O \11CIAR///
No.527 : #_
RPEW.
11F1lllltt��
Scale:
Date;
Project No.:
Revisions:
VARIES
AUGUST 6, 2008
041-115
1. 11.12.08 PER CMPC REVIEW
Sheet C8.2

STEEL POST MAX. STEEL POST
1, INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG
BOOK. 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR z_ FLTER FABRIC
TD INSTALLATION. ~ ~ y FLOW
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER. WOVEN FLTER FABRIC ~ ~ ~ ~E
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. o ~ N
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 6, FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY DR NCDOT ROADS, O - r is T, -
HOOD •N ANCHOR SKIRT 6' MINIMUM C~ ~ O
r I -
~F GRATE S
FDA 2' MIN STEEL POST ~ ~ ~
FINISH GENERAL_NQTES: ~ ~~~yy ~ 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN W1p1H AHD SHALL HAVE A ~ W ~ ~
GRATE Nq BADE ~RAt, G MINIMUM QF B LINE WIRES WITH 12" STAY SPAgNG. z FILTER FABRIC ~I ~ ~
n ROUND COMPACTED BERM EXPANSION 1 REBAR FDR BAG 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 15 TD REMAIN FOR A PERIQD OF ~ ~ ~ WASHED STONE ~ `~``44 ~ O
RESTRAINT REMOVAL FROM INLET , MORE THAN 3D DAYS, ~ ~ ~ _ }ZpW~~4, r ~ ~
3, STEEL POSTS SHAD. BE 5'~0" IN HEIGHT ANA BE DF THE SELF-FASTENER a T ~ ~ F~ ~ ANGLE STEEL TYRE, ~ ~ ~ A U
b d Q DEFLECTOR Nq 4, TURN SILT FENCE UP SLOPE AT ENDS, I
h ~ FILTER BAG " ~!Rq 5, ORANGE SAFETY FENCE IS REQUIRE4 AT BACK OF SILT FENCE WHEH CRADMG IS ~ ~ ~ W
WIDTH AND DEPTH ~ CR DUMP LODP5 TO BE DESIGNED DU~yU !N LIEU OF BURYING SKIRT, 8" ADJACENT TO SWIM BUFFIItS, STREAMS DR WETLANDS (REFER TO SWEM BUFFER OF /5 WASHED STONE MAY BE Q
BY ENGINEER (1' MIN) GUIDELfNES). THE COLOR ORANGE I5 RESERVED FOR NSUAL IDENi1FlCATION OF USED AVER TURNDOWN. ENYIRONM£NTALLY SENSITIVE AREAS,
B. DRAINAGE AREA CAN NOT BE GREATER TFIAN 1/4 ACRE PER 1QDFT OF FENCE. ~ ~ ~ Q
P MAINTENANCE NOTES:
7, SLOPE LENGTHS CAN NQT EXCEED CRITERIA SHOWN IN TABLE B,62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AHD DESIGN MANUAL. 1, FLTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE ~ M
CAFCH BASIN Q PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST ~ r4 8. DO NOT MSTALL SEDIMENT FENCE ACRQSS STREAMS, DITCHES, WATERWAYS OR DAILY DURING PROLONGEA RAINFALL ANY REPAIRS NEEDED SHALL BE MADE ~ U
~ 1. DITCH SHALL HAVE LONGITUDINAL SLOPE OF 1°!a OTHER AREAS OF CONCENTRATED FLOW. IMMEDIATELY, w
, Q - ~ p OUTLET 2. SILT FENCE MAY BE REQUIRED BEHIND BERM 2 SHQULp THE FA9RiC DECC#TPOSE 9R BECQME INEFFECTIVE PRIOR TQ THE END ~ ~ p OF THE EXPECTED USABLE LIFE AND THE BARRIER 511LL IS NECESSARY, THE ~ ~ ~ Q
l\ FABRIC SHALL BE REPLACED FROMP7LY, ~
3. SEDIMENT DfP4S175 SHOULD BE REMOVED WHEN DEPOSTS REACN APPROX. ~I
HALF THE HEIGHT DF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN ~-1 PLACE AFTER THE SILT FENCE 1S REMOVED SHALL BE DRESSED TO CONFORM ~ ~ O
TO THE EXISTING GRADE, PREPARED AND SEEDED. O rl
SECTION INSTAL~ATIQN
NOT TO SCALE ~ SCALE NOT TO SCALE
•
CITY OF CHARLOTTE CITY aF CHARLOTTE 7 4 ~ CITY of CHARLOTTE
LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION _ LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH LAND DEVELOPMENT STANDARDS TEMPaRARY SILT FENCE
c~.o co.a C~IARLA'I°t~C. INCLUDES CH~.RLOTTE ETd ,3a.15 GI~Ittldl'I"I'E. INCLUDES CHARLOTTE ETd 30.05 30.05 C~XAItI~'17'C- INCLUDES C~ARIATT~ ETJ 30.O~A
- _
NCDOT #5 OR #57 WASHED STONE GENERAL NOTES: NOTES:
1. RIP RAP SIZE TO BE DESIGNED BY ENGINEER, 1. A STABILIZED ENTRANCE PAD OF ~5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL
ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2, CHECK DAMS MAY BE USED IN SLOPING DITCHES OR 4' MAX. 19-GUAGE HARDWARE CLOTH 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
1 4 MESH OPENINGS CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT ~ TRAPS. _ 3. THE ENTRANCE SHALL BE MAINTAINED IN A COND171ON WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
1' 6" MEN. PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP PRESSING WITH RDDITiCNAL STONE AS ~r0u
3. ENSURE THAT MAXIMUM SPAC NG 6~fW N M ~ 5 WASHED STONE I EE DA S PLACES STONE CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. n
THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY,
AS THE DOWNSTREAM DAM SEE DIAGRAM BELOW . 2 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE 5£DIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN We$t Nlarehead $~'88t, Si~t@ 214
CLASS B RIP RAP-- 1 FLOW 2' MAX MAX WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED CI~ri4fte, NC 2$20$
AT CENTER CENTER SEDIMENT BASIN SEE STD. N0. 30.116. ~d4,~~~$ ~ r~4, r$J$.3Q~
1,25 LB LINEAR FT STEEL POST ~ MAXIfv~UM SPACING 6. GDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10,24 $t 10.25} TO RCCESS THE GONSTRUGTION SITE IF THE
~ A s -fll~ MINIMUM LENGTH = 5 FEET ~ ' ~I~II~ ~ , _ DRIVEWAY IS QN A THOROUGHFARE. ~~..~p**~~pp/n~~~ 44¦¦~~ ~~pA'~~'1-~~~~ a ~4A~V~~ AiY~~~Y+Y
! ~IU~ill~ll~1 _ 4' TO 6' I,.11~11~ _ i.
tll~ I~ NCDOT ~5 OR #57 WASHED S70NE ~ 10O' MIN.
A AND B ARE AT EQUAL ELEVATIONS PU~b~ D~gn PUBLIC STREET
cRass sECTIaN
II~B' EXISTING GROUND p,~ 'a
NOTE: ~ 1'-6" MIN. 6" MIN. '
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE SOIL STABIUZATION FA6RIG UNDER ii`$ WASHED STONE
INLET,
2. DRIVE S-FOOT STEEL POSTS 2 FEET INTO THE GROUND ~III~~4,t ~ y ~~~~I~~~ SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE ~~-11~,~ 9 MIN, 1-1N_II~ h_
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 11~~ p1U~I= w
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. ~ul~ i}i~ n~~u III SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, I mm _ II~D w
MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP DF THE WIRE ~'m ~1 r~~p~T FLTER CLOTH i ~
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. u_ n- 4. PLACE C AN G VEL D 5 Iv~1~~l1~~, 1- = ~ I LE RA (NG DT # OR X57 STONE) ON 2;1 n~~"I},~,~.I !Il~lr_In"I}I~a~p,ul`}i ~Ii1r ~ U_
u - u,~1il~.n~- _ SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND ~ ~
SMOOTH TD AN EVEN GRADE. 5, ONCE THE CONTRIBUTING DRRINAGE AREA HAS BEEN a
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH EROSION
FINAL GRADING ELEVATIONS. PLAN 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
GROUNDCOVER,
NOT TO SCALE SCALE CONTROL
CITY OF C LOTTE HAR A W LO 5 H RD ARE C TH AND ~ crr~ aF CHARLOTTE STABfLIZED CONSTRUCTION DETAILS
LAND DEVELaPM1i;NT TEMPORARY ROCK CHECK DAM ~g,a GRAVEL INLET PROTECTION ~g.a
sa,o9 a~;dom. INCI,UDRS C~ARIATTE ETd 3x.10 C 9 , Q - LAND aEVELOP~tENT STANDARDS EN TR A N CF 30.10 ~cLr~~s ca~~o~ era 3Q.1 ~ A
I
INLET ZONE 35~ OF SURFACE AREA
INLET ZONE 25~ GENERAL NOTES: ~Rd55-SECTiQN 12" MIN OF NGDOT ~5 W~5' MEN. OR ~57 WASHED STONE
OF SURFACE AREA INLET ZONE 25% 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBEp, AN6 STRIPPED OF ANY VEGETATION AND ROOT MATERIAL THE BASIN AREA SHALL BE CLEARED. T$frIPORARY SEDIMENT TRAP T= 1.5~ MIN.
OF SURFACE AREA DESIGN CRITERIA
2. THE FlLL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL. AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OUTLET LONE 15~ GENERAL NOTES: OTHER 09JECTIONABLE MATERIAL THE EMBANKMENT SHALL BE OOMPACTED BY TRAVERSING N1TH EQUIPMENT WHILE BEING OONSTRUCTED, SPILLWAYS SHOULD NOT BE 3600 GU FT /ACRE Copyright ~ 2008 Design Resource Group, kA
Cf SURFACE AREA OONS7RUCTED THROUGH FlLL SECTIONS, ALL SPILLWAYS SHOULD BE LINED AND/OR RIPPED. DRAINAGE This plan ar dmwing and ony occompany~g documents or AREA C 5 AC. MAk colculatlono ore the property of Design Resource Group, PA;
1. pRIVE 5' STEEL POST AT LEAST 24A INTO SOLID GROUND. 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTOREq TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. REMOVED {ACRES) and ore intended solely Tor the use of the recipient ngted, No third party use or modEflcptlan Is permitted without
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE, 2, USE STAPLES 1' APART HDRIZONTLLY H written authprFcgtlon. MIN.
I X AND VERTICALLY TO ATTACH THE 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. LENGTH TD 2:1 WIDTH
~ FILTER FABRIC TO THE WIRE FE'NGE, 5, CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. RATIO
3. SPACE THE BAFFLES ACCORDING Tp , ~ ! X 6. ALL CUT AND flLL SLOPES SHALL BE 2.1 OR FLATTER, UNLESS CERTIFlED BY REGISTERm GEOTECHICAL ENGINEER, 3800 _ ~ ~f~///
THE APPROVED PLAN. va IuME p~ c: FILTER S,~ .
~ ~ 4. THE FLOOR OF THE BASIN fN THE 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED MATH EROSION CONTROL AND STAB~IZATION. REQUIRED DISTURBED] FABRIC
OUTLET ZONE AND BERMS SHOULD N i B. STORAGE AREA !S SHOWN A5 RECTANGULAR FOR ILLU5TRA7lVE PURPOSES ONLY, AND MAX BE CONSTRUCTED IN ANY SHAPE PROYIDE6 THE MINIMUM STORAGE VOLUME BE SEEDEp IMMEDATELLY AFTER REQUIREMENT IS MET, THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER ANO SEDIMENT ARE ON OPPOSITE ENDS ON THE PLAN VIEW 435 - - - SEAL
N THE BASIN IS CONSTRUCTED. LONGER BASIN DIMENSIONS. SURFACE (sQ. Fr. 034267 .
rN x s ~~R M 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES nF DRAINAGE AREA, IF CLEAR WATER FROM UN015TURBEO AREAS IN DRAINAGE BASIN ARE REgU RED PER CFS DESIGN SETTLED TOP ~y'• ~ j• i~'r~;'4~ 010) " OVERFILL 6" FOR ~ ~
~ TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY 6ENUDEO ACRES, RECOMMENDED STORAGE IS iBOQ CUBIC 21 MI ~ SETTLEMENT ~i~~//1~~GINE ~Q~`~~~ .~JI 7~1~~~w! I l111~~~~~
ri FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
4 O ~ T0. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. ¢ T" fi
I DIT 11, NHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2K} THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTA[1ED 1N ALL BASINS. ~ . ` 3C'4 NOTE: ~`~,~e, ~ L-1G' MIN. ~ ~ ~ ~ EMERGENCY ~C
Cy ~ 12, CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASMS AT THE LOW POINT IN THE BASIN. 711E STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT ' ~ ~ 'L BY--PASS 6"
POINT 6F THE BA51N. 0 4 --0 MAX. SPACING X PLEASE REFER TO 6ELaw ScaEe: NOT TO SCALE NCESCPDM SECTION X6.60 G,~~ SETTLED TOP
FOR ADDITIONAL DESIGN 2 TO 3,5
(TYPICAL) 13. SAFETY FENCING 3' HIGH SHOULA BE PLACED AROUND ALL SfpIMENT BASINS. 0 SPECIFICAT1ONS REGARDING CF DAM DQte: AUGUST TEMPORARY SEDIMENT NATURAL GROUND Pro]@C'~ No..
g 5' STEEL POST 14. FOR DESIGN RF RISER TYPE SEDIMENT BANS, REFER TO THE NOR1H CAROIJNA DEPARTMENT DF ENNROHMENT, HEALTH, ANO NATURAL RESOURCES, £f~R51QN ~NR sF,DIMF.t1T_C~ITROL PLANNING AND DESIGN MANUAL TRAPS,
FILTER FABRIC X=7` MI .
FLOW ,d ~ 15, TOR SLOPES GREATER THAN 10`IN LENGTH AND PRDIECTEb BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING IWLL BE REQUIRED, Revisions;
~ 8" X 8" TRENCH I 16 THE BER I ENT B 51 B M ON SEDM A N5 SHALL E SEEDED ONCE FlNAL GRADE HA5 BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HA5 BEEN giANTEA BY ~ BACKFILL AND COMPACT ~ THE CITY LANG DEVELOPMENT INSPECTOR AFTER THE GRASS HA5 GERMINATED AND STABLE GROUND HA5 BEEN ESTABLISHED. DATA BLOCK NOT TQ SCAL 1. 11.12.08 PER GMPC REVIEW
~ FENCE AND FABRIC r TRAP N0. DRAINAGE DENUDED CLfANOUT H L T W X
BURIED IN TRENCH 17. WASHED STONE AND PARE BACKING SHALL BE USED YAT}1 SILT FENCE WHENEVER SILT FENCE 15 PLACE AT THE TOE OF A SLOPE ~ 10' VLTiTICAL OR ALONG ANY CHANNEL c~. OR WATER COURSE WHERE 50' OF BUFFER fS NOT PROVIDED. AREA AREA Q~s Rfq IR PR VIDEO REQUIRED PROVIDED DEPTH (FT.) {FEET) (FEET) (FEET) (FEET] (FEET] ACRES ACRES CUBIC FT, CUBIC FT. 5B FT. 54 FT. H 2
' 41~ 1 _ 111= fl z ~.w ~o ~ ~aD aoa~a ~ ~o no ~ ~ ~:a
T(I =111= _I
111 1 ~
NOT TO SCALE NOT TO SCALE C SCALE
9 • CITY OF CHARLOTTE 6 • CITY OF CHARLOTTE CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS GENERAL NOTES ~h LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION 3 M LAND DEVELOPMENT STANDARDS TEMPORARY SEDIMENT TRAP
I STD. NQ- SID, NQ,
[C9.2 CtI A~~ INCLUDES cevswrre aTa 30.19 C9~0 INCLUDES cenrswrra sra SEDIMENT BASINS 30.03 30.03 c .o ~ INCLUDES CRULOWE Err 30.01 Sheet 0910

STFF.l. PAST 8' MAX STEEL P05T
T HIRE FENCING H1RE FENGNG
ARM ASSEMBLY z FlL1ER FABRIC
a. s ~ ~5 wASH1'O STtkJf
N A waVEN FlLTER FABRIC
. "C" ENCLOSURE _ ~ ~ .~y~~ N k`-
, " J1 ~ , 16 2{MIN) m
MIN. v
WATER ENTRY UNIT DETAIL A Flea FAaRIC C~NERAL NOTES: tv ANCHOR SKIRT ~ e" MINIMUM7~ ~
PERSPECTIVE VIEW uNDERRIP-RAP 1. IF BEDROCK 1S ENCOUNTERED WITHIN THE LIMITS OF THE TOEWALL, BEGIN
TOEWALL ON THE BEDROCK OR AS F-t ~ NEG ERAS. NOTES:
PVC VENT SGHEDULE 40 LENGTH OF DITCH DIRECTED BY THE ENGINEER.
PVC ELBOW PIPE PVC PIPE 2. WHERE ONLY ONE SIDE REQUIRES RIP PVC END CAP RAP CLASS I OR Il, LIST STATION AND JD 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 1?" STAY SPACING. ~AINTEI~.~,N~E. NOTES: h"'"I ~ _
SIDE DF SAME. 3. CHANNEL AND RIP RAP SIZE TO BE
- WATER SURFACE 2'-D" CLA55 I DESIGNED BY THE ENGINEER, 1a" MIN' cuss I 4. DEPENDING ON SOIL CONDITIONS, WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 15 TO REMAIN FOR A PERIOD 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY r"~ w OF MORE THAN 3O DRYS. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH ~ ~ 07
24" MIN, cuts II a'-o" cuss II WASHED STONE AND FILTER FRBRIC MAY RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY ~ ~ i~l W ~ MAY 3, STEEL POSTS SHALL BE 5'-0° IN HEIGHT AND BE OF THE SELF-FASTENER REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
PVC END CAP BE NECESSARY UNDER RIP RAP.
LONGITUDINAL SECTION A-A NE DE TH "H" SHALL INCLUDE A SCHEDULE 40 ""f. 5, CHAN L P A ANGLE STEEL TYPE. ~ ~ ~ 2. SHOULD THE FABRIC DECOMP05E OR BECOME INEFFECTIVE PRIOR ~ xj ~ ~ ~
PVC PIPE MINIMUM 6" pF FREEBOARD. 4. WIRE FENCING SHALL BE AT LEAST X10 GAGE WITH A MINIMUM OF 6 LINE WIRES TO THE ENp OF THE EXPECTED USABLE LIFE AND THE BARRIER ~ ~ ~
1 2" HOLES IN PVC PIPE ~o ~ ~ UNDERSIDE PVC TEE ORIFICE WITH 12" STAY SPACING. 571LL fS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. ~ ~ ~ W
~ PVC TEE PLATE 5. TURN SILT FENCE UP SLOPE AT ENDS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
0 HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS I~ ~ W REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL B I~ 6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS, DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND ~ r~l ~
FLEXIBLE
HOSE RIP RAP 0 NQTE: "D" EQUALS DIAMETER DF PIPE 4 RIP RAP 7. WIRE AND WASHED STDNE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE SEEDED. ~ ~
Y OR BOTTOM WIDTH OF CHANNEL OF SLOPES GREATER THAN 10 FEET VERTICAL (?:1 SLOPE) ~ ~ ~ ~ ~
.r 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING i5 ~ ~ ~ ~
i D 10 0 ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER ~ ~ GUIDELINES). THE COLOR ORANGE 15 RESERVED FOR VISUAL IDENTIFlGAT1ON OF ~ Q ~
END VIEW FLOW MAIN CHANNEL FRONT VIEW ENVIRONMENTALLY SENSITIVE AREAS, ~ ~ ~ ~
1y
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. ~
RIP RAP i0, SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH ~ ^ O
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000. CHANNEL INTERSECTIONS CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ~ O
11, DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
NCT TO SCALE OTHER AREAS OF CONCENTRATED FLOW. _
' ' C OF C LO TE CITY OF CHARLOTTE ITY HAR T 7 4 1 ~ CITY QF CHARI~4TTE HIGH H A Z AR D
LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS DITCHES SKIMMER
C9,1 C~.1 , 20.27 (~lttBLQ'1°I'C• INCLUDES CEARLOTTE ETd 30,02s ~ INCLUDES CI~LOTTE BTJ C9 1 _ LAND ~EVEI~OPMENT STANDARDS TEMPORARY SILT FENCE 20.27 C~IARI.DTTE, INCl,W);S C~rATTE ETJ 30,O6B 1
F ALTERNATE WALL ~ TABLE DF 41MENSION5
CONFIGURATION o T n B c E L Hw wr. a~«ba~w..ma
F 12" 2-1/4" 4" 2'-0" 4'-1" 2'-D" 6'-1" 3;T 730
15" 2-1 4' 6" 2'-3" 3'-10" 2'-D" 6'-1' 3:1 730 / 0 WOOD STAKES
16" 2-1/2" 9' 2'-3" 3'-1D" 3'-0" 6'-1" 3:1 119D w 2+4" 3" 1D" 3'-B' 2'-6" 4'-D" 6'-2" 3:1 1770
~ ~ 30" 3-1/2' 1'-0" 4'-6" 1'-6" 5'-0" 6'-2" 3:1 238D 0 ~ 0 ?
36" 4" 1'-3" 5'-3" 2'-i t' 6'-0" 8'-2" 3:1 5320 uroe Groin
42' 4-1/2" 1'-9' S'--3" 2'-ti" 6'-6" B'-2" 3;1 5920 46" 5" 2'-0" 6'-0" 2'-2" T-0' 8'-2" 3:1 7470 o
54" 5-1/2" 2'-3" 5'-6" 2'-iD" T-6" 8'~4" 3:1 6610 IO C~ Q 123D West Il+~ehead street, sine 214
60" 6" 2'~6" 5'-0" 3'-3" 6'-0" 8'-3" 3:1 11180 C B ~ 66" 6-1%2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 3:1 12530 ctl~otte, >vc zBZOs
L =LENGTH 72" 7" 3'-D" 6'~6" Y-9" 9'-0" 8'-3" 3;1 13960 704.343.(1808 fez 704,95$.3093
www.drgrp,cam ~*4.a~.~~~ap obi ~,o~~~~ p~
PLAN
#5 WASHED STONE WOOD STAKES (1/4" TO 1f2" GRID OPENING)
N:V S x N9RE MESH CONCRETE BLOCK
COAL yy + a .10
GENERA~,.N.~TES: Q 1. SEE FORMER NCDOT STANDARD 310,01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
o REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER I 0° AASHTO M17A, TABLE 2, WALL B. ~ ~ ` ~ Land Planning
~ECTIpN I 1'--6" 3. ALL CONCRETE TO 8E 4000 P.S,I COMPRESSIVE STRENGTH.
I I 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. ~ ~ 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
~ SEE STD. 20.23 AND 20.24 S, THE DIMEN5IONS FOR ENO SECTIONS SHALL SU65TAh1TIALLY
AGREE WfTH THE FABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER'S STANDARD DROP INLET WITH GRATE
FORMS AND TEMPLATES. 1?" r
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. rr~
0
~4
SPECIFIC APPLICAl10N: EROSION
T E IIT '1 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY 1~ FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
END VIEW CONTROL
• ~
CITY OF CHARLOTTE CITY OF CHARLOTTE S ~ FLARED END SECTION 12 ~ ~ CITY OE CHAR~,OTTE BLOCK AND GRAVEL DETAILS
_ _ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS C9,1 LAND DEVEI~QPMENT STANDARDS STONE INLET PROTECTION
C9,1 C9.1 THRU 72 PIPE GLIARIA`ITE. INCLUDES CEARLDTTE ETd CIW~~ INCLUDES CIIARL4TTE ETd 2D.23A 2O.23A C~i~lEiL01'I'E. 1TICI,UDES CHARf,OTTE L~P1 30,D7 _ 11
~
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND wo of PLAN VIEW SKIMMER 5EDIMENT 6hSIN
DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER, 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN CRILERIA _ _ - - i
DESIGN MANUAL FOR RIPRAP APRON DE51GN STANDARDS. I DRAINAGE ~~r ~ ~ ' ' Ca r ht ~ 20118 Deli n Resoorce Grou , PA
3. RIPRAP SHOULD EXTEND UP BOTH SIDES DF THE APRON AND AROUND THE END OF THE PIPE DR CULVERT AT THE AREA < 1a Ac. 1~ EMBANKMENT PY ~ s P (ACRES) T 8,1,E This plan or drawing and any accompanying dceamenta a
DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A ~ ~ ` calculations ate the property of peayn Resource Grvup, PA; ~ and are Intended solely #or 6he use of the reclplant rroted.
HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER Oft ~ ~ 1 MIN. INFLOW ~ ~t ~'F" ~ No thhd party use or modiflcatlon ]a permlttsd without
CULVERT HE[GHT. I 1 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE LENGTH TO 2:1 STRUCTURE ~ written authorimtlon. WIDTH RATIO 10'"~ a
APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE ` f~ , i~i I ~ i~
AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME B B ~ F NaTES: ` ~
9 E GRADE {FLUSH WITH THE SURFACE OF THE RECEIVING a LENGTH TO fi:1 4~~, ~ 1. REFER TO
~ CHANNEL, THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. WIDTH RATIO z p ~ 1Y, ~V NGESCPDM . ~0 ~ I~ ~ SECTION X6.64
5. THE WIDTH OF THE END OF THE APRON SHALL BE EDUAL TO w FOR ADDITIONAL MIN, 1800 AVERAGE AREA ~ H ;j ~ ~
~ THE BOTTOM WIDTH OF THE RECEMNG CHANNEL MAXIMUM wr v0ulME (Ct), EF, wlarH w = ~ ~ ~ DESIGN EAL REQUIREp PER Ac. ~ EMERGENCY SPECIFICATIONS ~ 034267
TAPER TO RECEMNG CHANNEL 5:1 ~ °F ~aBOr+ 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% DISTURAED} ~ AREA OF BASIN WATER ~ SPILLWAY REGARDING
.ELAN g OR GREATER. SURFACE AT TOP aF PRINCIPAL i` p4~,, s SKIMMER SEDIMENT ~,p', f ~ •I~,'~J ; (~A SPILLWAY BASINS. '
~ 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEMNG CHANNEL SHALL NOT BE ALLOWED. 325 _ ~ L •G1 NE`s ~U~ S P~ 5 P 2. REFER T4 STD. ~~f~~'
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE REQUIRED Q1p} BAFFLES ~3BAFFLE SPACING ~~r~~lllll~l~~~~,
d APRON WILL BE PERMITTED. 01~ 9. FILTER FABRIC SHALL BE INSTALLEp ON COMPACTED SUBGRADE CROSS-SECTION VIEW _ , AND INSTALLATIQN.
~ PRIOR TD PLACEMENT OF RIP RAP. 10. ANY DISTURBED AREA 1' FREEBOARD w-5 MIN. EMBANKMENT
FROM END OF APRON TO RECIEVING CHANNEL MUST BE I I wm, INFLOW 6" MEN. INVERT ELEVATION
STABILIZED. we. _ ~ Z FNEWED~ ~ STRUCTURE BAFFLES OF EMERGENCY SPILLWAY T=1.5' MIN. Scaie: NOT TO SCALE
0 ~ USE USDA NOMOGRAPH FROM NC SEDIMENT AND ER0510N CONTROL MANUAL DR ELEVATION T=5' MAX. , E F ~ Date: AUGUST 6, 200$
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DE51GN DATA. DEWATERING '
aur~T La w1 wz n H ZONE H~~' Ml~ Pr©ject Na: a~41~-19~
m ruruwu. cw~n~ 3 1 13Ar 130' GOF 0.90 16' " EMERGENCY ' ~:~w~~ ~ , , SPILLWAY FILTER FABRIC ~eVISIp11S:
~ ` L1W LiV UW WV ~1 PoP F1P J
d LTV.. LAV _ UV.. V.N.. _N. . SEDIMENT ANTI-SEEP 1. 11.1?A8 PER CMPC REVIEW STORAGE zaNE collnR NOT TO SCALE
L r (nBC~r+cssa I BATA BLACK
y~ O _ - d BA51N DRAARI~ E D AREA Q+o R OU~ID ~OPRONOEO RBEQUIREO RFAP~ pED DE~ (F71.} (FEET) {FEET} (FEkT} (FEEL') (FEET} SKP~PE~ ORIFICE
~ NOTE: u~rt ~tr~ Fr~c ACRES ACRES CUBIC FT. CUF>UC FT. SQ FT. SO FT. H 2 DIAMETER OIAIdETER
~M
+ d50 (see fig 8.06 aft "NC SLDIMWT AND EROSION CONTROL MANUAL" S~C~~~~ s~B 1 9,73 &W 37,6 V24 209 12167 LO 2.0 35 U41 15 72 W 30`
o dmax - 1.5 x d50 T ~ 1.5 X dmax.
S • • CITY OF CHARLOTTE CITY OF CHARLOTTE
9 6 RIPRAP APRON AT PIPE OUTFALLS LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS 3 CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS SKIMMER SEDIMENT BASIN 512, N2 I R
IRE C9.1 C9.1 OTHER THAN AT SWIM (~IARI4T"1 E. INCLUDES CWLOrff ETd mom- INCLUDES CWLOTTE ETJ I STD, NO, I RE
20.23 20.23 C9- A4 CRAM DM- INCLUDES CHARLOTTE ETd 30.02A 1 Sheet C9,j

D m E QEHERAL NATE3; O GENERAL NOTES: _ Z - m FRAME aRAThnANp wopo o~ 0.9 BACif tlF aUf9B SEE STn:NO. Sa6 a3- ~ USE CUuSS "e" CONCRETE rHA003H0UT. O~
CHAMFER ALL E%p05E0 pORNER9 1", 00 Om ~ 00 ~ A p•, ~ 9fNERAL NOTES; H B" B" E USE CLASS "B" CONCRETE THAOUGHOUi. ~ F} p,, Z I OPTIONAL MANHOLE _ ~Q C, UsE CLASS "B" CONCRETE THROUt#lWT. Q F ~ ~ ~ X PROVICE ALL CATCR BASINS AVER 3'•8" IN pEPTR WITH STEP5 12" ~ F••
IB p I USE N4 SAR DOWELS AT 12" CENTERS, Q ~ H y Q ~ n H O ~ Y 8 „ Z ~ T O (p O O JIAIBO BAiCX 1YILL BE PERMITTED. CONCRETE BRICK QR 4° 80LID Z a U ~ p T1 ,.•J C7 I MORTAR JOINTS k•~" f i'A THICK. k ° C7 ~ H T 0 ~ - - ~ CONCRETE $LOCK$ NAY B>: USED IN LIEU OF CLAY BIIICK3, H r,1 , ~ Q ~ Q N ~ CT'Y'g" ~I CENTER. U8E STEPS WHICH COMPLY WITH STD. DRAWING R44,8B. F`~•, . Z a U ~ H•i U ~ I TOP ELEVA,_,•T~Ott, OPTIONAL CONSTRUCTION • MONOLITHIC ROUR, 2" REYpAY, OA N4 BAR OONEL6 AT ~ U
m ~ 2 I CONCAVE T00 ALL EXPOSED JOINTS. u' -J a'-' ~ m Q '"1 ~ I I.L. J O r+2 ~P e' r.~°' :n'4~c' •.v L4 J p 10-1 m O ~ -a ~ Y ~ y ~ 12" CENTERS AS DIRECTED BY THE ENGINEER: Ii.,M,l ~ N ~ . ~ Q• Gy Q O ~ _ ~ ~ - USE FORMS FDR THE CONSTRUCTION Of THE 80TTOY SLAB. O ~O ~ 2 OO~x2 1-1~-HZD A ^
O A ~ X i ~ J( - - - , - O ° 0 ~ H z ~ 2 I wa BAA PROVIDE ALL DROP INLETB OVER 3'-B" IN DEPTH WITH STEPB 72" O O ~ x O C) m r ` ~ USE F(IFlMS Tp CONSTRUCT THE BOTTpM SLAB. W y LL Gl n C3 M ~ I 9H CENTER. USE STEPS WHICH COMPLY W1TH STD. OAAWINO 640.68. ~ =-naa i I p•' ~ D >r = x m II ~ II WQ ws ~ _ - ~k~ ~ T n r 1h~ ~ i JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OA 4 ~U~OOr -11 a~ y I i USE Wa BAA DOMELB AT 12" CENTERS. F. U OC7 W W 2 = ~ n m o.o m I- - - - ~ IF REINFORCED CONCRETE PIPE IS SET IN BpTTOl9 SLAB OF BOX, Aptl 70 51nS W d ¢ U, _ I^ U O " m ~ . n AS 9HOa4T9 ON STD. N0. &90.00. I- U ~ 0 0 y
T ©O ' ~ 7• I m m ~ 0• I SOLID CONCRETE BLOCKS NAY 8E USED IN LIEU pF CLAY BRICK, F- H 0 O I I a UsE FQAMS FOR THE CpR6TRUCTtON OF THE BOTTgI SLAB. ¢ ~ H y H v -n I._. _ ~ ~ i y~o ~ 7 1 t- z z W - _ ~ ° ~T F• Z z w ~ _ ~ W ~ ~ ~ O ~ ~ P - - - - 8" : v 8 8^ r USE TYPE °E" "F" ANG "G" GMTES UNLESS OTHERWISE INASCATEO: a ~ ~ ~ 7
G1 q H ` ~ ~ k ~ F ~ ~ ' LL FOR 8'-0" IN HEIGHT OR LESS, "USE 8" WALL. DVEA 8'-0" IN t7 F W O J 2 H O r IF AEINFOACfO CONCRETE PIPE IS GAT IN BQ17dM SLAB OP 09X, ADO TO SLAB 0 ~ W O J 31 - ,5•- ~ - ~ ¢ ° ° HEIGHT USF 12 WALL TO 8'-0 FROM TOP OF WALL AND 8 WALL ~ ? rH As BHpMN 9N srD. Ko, e49.D9, CC 1••1 C7 ~ ~ - ~ , ~ ~ 1 b C) 7A p • ~ ~ a _ J ~ ~'v,° FOA THE RENAININD 8`-0", ADJUST DIMENSIONS AND QUANTITIES ~ H ~ -i D ~ CONSTAI1Cr wires PIPE CHOWN9 NArCHIHO. O ~ N~LI,OJ ,~01r•I ~'v~, 'n FQA B'•0" IN HEIGHT OA LE93 USE 0" WALLS AND @pTTOq SLAB. OVER O~LtQJ ~ Q ~ ~ n ~ D ~ , ' '.ir,, o ~ $'-p Ttl 18 -8" IN HETOHT U5E B WALLS ANO BOTTGM SLAB. ADJUST ~ Q H Q .,P, g1IAN7ITIE9 ACCOADSNOLY:
Aa * ACCOAOIHGLY. ~ ~a I ~I • h , ~ ~ ~ _ _ . - ~ W 1' 8" J 1 8n g,~~'*'1 NA%. BEPTH BF THIS 87RlfC1URE FA9N TOP OF 89TTOM SLAB T9 TOP ELEVATION H N F ] ~ -^I m ° CONSTRUCT WITH PIPE CROWt9S HATCHING. H N
00O w--- _ IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, LL? 0M , _ IS i? FEEL D.? ~ ~ 6n ~ MO TO BASE AS SHOWN OM 9TANDAAD N0. 840.00. ' 0 Z L`_ - - _ _ J llSE STANDARD FAAAfES ANO ORATES 840.22 (SHOWN), 849.24(SHOWN), 849.20, " p ~ ~ qy ~ . PLAN X ~ " yr~ SEE NOTE CNAMFEfl ALL E1(POSEO CORNERS 1". r ~ ? O
Y~ s ~ G RRpVIQE ALL JUNCFIOH BOXES OVER 8'^8" IN AEPTH AITH STEPG - - DOWEL-A 840.28, ANQ &f9.3S- SECT ON X-X DRATrtNG NaT rD scALE. ~ ~ TpA ELFVATION r/"~
PLAN SEE STANDARD 840.54 _N4 @/Ji5 ~q~'_ 12" ON CENTERS IN ACTAAOANCE WITH STD. N0.840.86. 8EE 6TARpAHO pRAWIN9 844.25 PpR ATTACHMENT OF FRAMES AHO 9AATE3 NOT 9H0'RN. sPACeD e FpR MANHOLE COVER 8 FRAME C ~ C AO.IUST THE STEEL, CONCRETE AND BRICK MASONRY gVANT;TIES mi CHAMFER ALL E%P05E0 CORNERS 1",
OPTTONA4 TO INCLUDE THE ADDITION OF THE MANHOLE (LE. DIADONAL BARS CONCRETE APRON BRICK MAY RE USFD TO SHORTENED AROUND OPENINQ IN TOP SLAB, ADDITIONAL VMIABLE 9AAWINO NOT TO SCALE. HEIGHT BRICK MASONRY, OFENINO IN TOP SLAB.) ~ Y Q TpP ELEVATION_ ~ © ~1 - FRAME RATE ANO HQOD STEP5 - B'iD. N0: 844:88 ~ ~
AAJU3T FHA.ME & COVER ~ 61~ TO SURFACE ELEVATION MAX. 1' MAX. DEPTH OF THIS STRUCTURE FROM TOP OF B9FT~1 9LA8 TO ~ PLAN W Q SEE "'~40. Q3 3TEPS~S7U ~N0~849.88 r ' ~Jr~•
r rpP ELEVATION I9 12 FEET. fTl HFA4EA {T ~ ~ m ff a- TOP ELEVATION ' ^ 0.'
z cbuRSe$ p z i p 'n i ~ LL G~ ? TOP ELEVATION ~ DITCH CONCRETE w ^ QI r " ~ W - - R4 RAR O r e^ o W ~ ~ m . c ' d ~ d r ~ E-~I U.
i~j ~ 1"~ ° al i [7 Q ~ H TOP ELEVATION ~ I SEE DETAIL U, Fi G7 RIlI!-~?i~F ~ a z ~ fD 1 F- ~ 7-- . ~ ~ e ~ . ~ a. pl.~ hi v ..°~e I n ° ^l r"""7
-1 _ ~ O w ~ DITCH (AIAOE ~ w N z n i „ M~ T CL N~ 2 33" MIN. ALL SIZES ~ 1"r W~ N W T N A z 8 1 R 8^ H ( J ~ ~ r ~
7C t'!1 - m ~J ~ 19 MIN. ~ CONCRETE APAAN Q ~ _ e ! ' _ ' ¢ n. O ~ _ - _~4 sSALANr ¢ ~ 0. ••1 ~ INLET PIPE - ~ B + 18_~ B ~ p- o fit' '-'1 ~ "E° BA#[S_ ~ ~ I~ ~ a ~ ~ ~ I SEGTIONmY.Y p„_ D- B•' ~ a~ 0. A V a 2
8 ^ H C v .__~m.z OUTLET ELEVATION C-C OR D-D ? ~ ~ o „ , J B, N a p LL. N ~ ? RISER HT. h 5•: D ~ ~ ~ ~ ~ f-~'
c o D DOWEL ~ ~ c ~o a B~ G' gAAS " " ~ ~ ~ ~NCA~Te 2„ ~ c, ~ ' ~ ,9 SECTION X-l( ~ ' o = - F o . ' ¢ xt rn ~ G S, 4 t'' ~ ~ ~ VARIES r T~-" i ~ o ` B ~ Q v ~ I py M1 ~ _ 8 i, „ v Q
O DIMENSIQH$ AND 90ANTITIEB FQA BRLCK J9HCTIpN 84XE3 ? O ~ ~ ~ Q - 4 ? Q; ~ RI r ^'i M tr N i~ "H" BARS - Q SEE STANDARD 840,54 Z 1 ~ ? FOR MANHOLE COVER & FRAME DSNEN$ION$ OF BO% AND PIPE REINFORCEMENT TOP BLAB CUBIC YARDS 9EDJCTIDN& F9A ONF Q 7 ~ = p O 6 CTS. u iI " ~ 2 fl a ~ ~ ~ 5 ~ ` ~ F-~ H ~ ~ ~ _ ~ o " $I . ~ ION JV.f ~ D ~ ~ F F _ i ~ ~ O
~ ~ PIPE SPAN WIDTH HEIGHT BARS DIMENSIONS 4~NC. BRICK MASONRY PIPE CU.YD9, i- d ~ ~ xI x II = 9"-•eh- F BMS _ ~ a ~ M ~ ~ BRICK MAY BE USED TO ~ O '4 Z ~ 2 P S CYS. ~ d H D °o WHERE aD^ Tn 3s^ PIPE IS USED ~ " SECTION NI-M ~ - rvj1~
-0 ADJUST FRAME & COVER TDP b MIN. WALL PER H r ~ ~ r - - - 41r ~ ~ M " TO SURFACE ELEVATION MAX, 1' 0 A A H N0. LENGTH E F BOTTOM I HEIGHT FT. HT. C.S. A.C. = V ~ N TJ m 4+1 i~' 8" - . ~yp~~ i~ _ N m O ~ Z e CO. YA. CU. YO pl. Y0. H ~ T TTl ~ B" ANCHOR %P' ~ r ~ = ~ ° ~ ~ SEE NOTE ! ~ ~ a N ~ ~ M ~ fe - ~ IIHERE 42" TO 54^ PIPE i9 USED ~ ~ N ~ (yJ ~ r m a z WHERE 80" T6 38" PIPE I5 USED ~ +hQ7
~ o 'n 12" 2'•0" 2'•O" 2'-3" 12 3' 1" 3'-4" '•4" 0.412 0.594 0.286 0.020 D. 2 1-1 ~ M O a STEP STD. ~AT• H m 4d X 8 EXP. JOINT ~ ~ ~ ~ L c 840.88 --1 m _ DOWEL A ~t Ft ~ ~ O RISER HT. ~ ~ ~ r 7 ~ ~ VARIES .,?1.`0," a,"?-: ~ ~ h~+-{I M
-tl " ~ r 15" 2'-0" 2 O' 2'•B' 12 3'-1" 3'-4" 3'-4" 0.412 8.857 A.2B9 0.031 0.047 C7 ~ 'Tl SEE N~ BA CK . _ X7 _~._$,r 18" 2'-A" 2 •4' 2' 9' - 1a 3'•5" 3'•8" 3'-8" O.a98 9.814 0,288.....0.044 0.085 ~ ~ ~ - Jj L W ~ ~ Q _ ~ a. J ~ ~ ~ W W~
24" 3'•0" 3'•D" 3'-3" 18 4,-1" 4'-4" 4'-4" 0.885 1.178 0,382 9.078 9.113 ~ ~ - - - - cT- 3"
~ ~ z 30" 3'-4" 3'-4" 3'•9" I 1B 4'•5" 4'-8" 4'-8" 0.$07 1,481 0.395 0.122 0.170 I
B 36°. 4'0".- k'-4". 4'•3' ZO S'-1" 5'-4" 5,-4" 1.QB3 4,959 0.481 0.178 0.238 ~ SECTION A-Y DETAIL m - 42u ~ 4,•~n 4i,6~i ~ yi,gu 22 5'•9" 8'-0" B'-0" 1.333 2.603 0.627 9.240 4.323 ~ SECTION A1"A . . DITCH pAAGE (APRON SUPPORT NOTCH) m M. 1 1 . 5
a8" 6'-4" 5'-a" 5'•3" 28 B'-5" 6'•$" 8'-8" 1.846 2,840 0.569 0.313 9.422 ~ - _ N 1 H ~rT-~+( - I- 1~ ~ - WHERE 42" TO 54" PIPE !S USED ~ °l ^ ~ nl^ "o ~ ;T,., v .o~... ~ .
8" LPL 84 5 -10" 6'•10 $'•8" 28 8 11 T 2" 7 2 1.802 3.50? 0.809 0,398 4.535 80'T 8'•8" 8'•8" 8'-3" 30 T~7" T-14" T•10" 2.272 a.113 0.858 0.489 9.689 I c SHEET 1 OF 1 SECTION Y-Y SHEET 1 OF 1 SHEET 1 OF 2 ~ ~ ~•+-GMTm D,I, SHEET 1 OF 2 DETAIL SNOWING METHOD - ~/I ~ o SHEET 1 # 2 SHEET 1 # 2 RY$EA~CON$TR~C~I©~ PLAN FLAN SHEET 1 # 2 ~ Q
840.32 - 88" T-1" T 1° 8' 9" 32 j 8'-2" 8'•6" A'•6" 2.624 4.778 B.70B O.BA1 0.788 A "J~ 84x.26 ~ I 844.26 Y J ~4~ $44.26 840.02 840.02 nn~
_ W
_ _
• CITY OF CHARLOTTE BRICK JUNCTION B aX • CITY OF CHARLOTTE 7 4 ~ • CITY pF CHARLOTTE
LAND DEVI{aI,OPMENT STANDARDS WITH QPTIQNAL MANHQLE ~ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS CONCRETE CATCH B A S I N
C9.2 1) C9.2 nvc~~nES c~LOrr~ ETJ 12 T~ R U fi 5 PIPE 840.32 INCLEIDES CHARLOTTE Era C9.2 c~><.cmrc. WC~un~s c~,o'rr~ ~~d 840"02
Q 6" rL, 6rr 1~1 fin Z O 13i•8~., Z O.Ti B 00 C7~ T H G E ~9•D z m° z
~ ~ r ~ } ~ ~ SEE DETAIL OF APRON OI C ~ 11' 8" I N4 BAR ~ } ,.,1 y Z 1 CLR. TYP- , z q. ~ M y &UPPOiJ-T NUTCN~B~E " I~~ Q+Q H.a C-t S~ E%PANSIDN JOINTS F~-Q
~NoQ ~ ~ #4 REBARS ~ ~ ~ #4 REBARS j ~a~~ Moo -s.NffT t 7-B - >"-p~~cn _ a: - H°~ . 3,-'°~T~r~ DOWEL ~1 w J°~ D ~ ~ 4 5" A' 8" c( ~~pa B ~ ^E~ ~
mz S~ ° r ~ 9. ~ ~ ~J[L=Z my 2`i Fpfl 12" THAll 38" INLET OOp-~~' ILJ010-1 rp'r1~fA 8.. B" W~O~U OO~"2~ m~ T~ WA BARS "V° BTU. Bg0,09 FRA.YE Op4.~~ +n H ~-]I D GU L PA " GRRTE a H400 a~ _ .
~°~°m ~ ~ ~ r . Wi° THE PATTERN OF THE WQ u.y so~°1~n N " 6" wa~Czlty ~iya J , J._, P F-U O '~y3'' - FU~OU, Wad~(7 zOD~rt~i 8^ 1Y`d 91~" LLIQ~dIL= ~ FU O ~ f QL7~OFUr.{
(n CJ PI 19' W ~ I I' 61~~ ~N~Y~'DUT 0,'.•. ~.a a M Fl C/D~C3 N ~ ¢ N zHQQ~i ,1 desa ~ 3" ~ : ' PANELS AAE SHOWN ~f~':p. '9': a v~ ~~o~-N Bi ~ u~iMtia~ Q 1.. w N Q ~ \ 1< i H~ zW I rAQlyO~J urce Group
i~saDZ .3 141 Q I I 4!~ FOR ILf_iJ$TRATIVE X0';9' ` v". a.'. ~o~'¢ n~'~Z ---f- 4" ~ ~ ~ y " ooWELI,G,1 M • ~aa .I I.. . I I . PURPDSE5ONLY. 'n P n" :,''a'' z Y S•6 z .
3„ 1 " I . 3 i I ' o. ~ . a v. q a• ° v F'~ N OPENING DOWEL C F,7 OH , - #5 REBARS 12 ~ v j #5 REBARS ~ ' ~ c .o o~..... .o a*'' ~H , IN WALL FOR a~' z~~~ ~DDb ~ ~ ~ ~ ?a I ~--3~•p" zQ~~ ~ ~ ~ ~ N ~ a PLAN ~y c,,~ M,
° iz" E E P Wo ma TAD H DQwELez PART SECTION U-U DOWEL-B2 wo y .CENTERS (TYP.,) C NT AS o n.. o' • o o- `6'.,, o.' ' o z U$ ~ n n' .P~• , 1 fl 0 ~ ? ~ ~ a ~ ~ a CUAU ANU 4UTTER WITH CATCH BASIN aN 5TEEP GRADES 1 D ? ~~t 6110fAhB8d S~~t, Suit6 ~
~a v.' n~' n .nf~',. , o'.'°' ~ Y SINGLE FRAME 8 CARTE o' : Q ~ o' ::'P PART SECTION V-V ~ Charbtt9, NC 2$208 Ak W ~ W ~ _811 M p, ~ m USE ON FLAT EXPANSION JCINT ~j ppI~ ~~~~qq ~pp~ q~~ p~y~
M 1 r _ l 7 d'~; ,,..4,.'.6; a. p., 11.8" SECTION A-A wl SECTION B-B op v. ' a. R a~ GRADES 291 ANO UMBER ~ ~V'IN4V.O808 f~X 704.358,33
a ''a• P ~ D! DQUBLE FRANf 8 QRATES o L ~ 1 ° . , ~ 11.3„ WWW.~'~'1.C010
a 4 ~ i . ti. W b•# r~ I , rj' I 3'•0" G,-4 -DEPRESSED GUTTER LINE '
m .0. ~ ~ MIN. . ° ~ .7 ~ m ~~I~ 1 B O CW7 CJOI~I~i © a m ~ ~ ;u CLR, (TYP) ~ A A ~ . ~ -uuL. uoo oo~~'~~I rx W EXPANSION JOINT w p~~ ~i~Y~1i a. m PhAH_~FT_~P $!AB SECTION SAS ~ Y~1i } ~ ELEVATION o
o #4 R BARS C 1° MIN. C O z J I ~ I tI. y. ~ _ ~ ~ v ~ ~ D WEL-C I.._.. _ oo~ L~r~a ~o~~ cac~lj I- ~ r ~ CLR.(TYP) WAFFLE WALL ISOMETRIC VIEW ~ 0r-' I r~r~ o o ©r~; C- I- O ~ NORMAL CURB AND GUTTER ON LIGHT GRADES ~ ~ ° ~~~eqW
n N ' ~ ; 4X4 W4XW4- - - • - - ° D J a H Q ~1,•B~1 C7 H ~ ~ W ~ C~ 0 NOR9WL GUTTER LINE Z ~ W AIA~
~ ~ _ + ~ WWP LAP " M ~ ¢ j ~ 2 AUAMTITII TO Bg ABOtED FOA EACH 2' INC$EMENT INLET OPENING ~ W W Q D 3 WWF 6 ON- #5 REBARS & 12 F ~ N ~ ~ J ~ ~ ~ u CE TER HDAIZ. ~ ; IIi ADDITIONAL INLETS 2'-0" , a'•0" 8'•v" 8"-0" 19'•0" 12'•0" = EXPANSION JOINT'- ~ 0. ° ~ i ~ J ra", ~ m ~ s" E~ We "W^ BAA9 -R4 RAR e" TOP R,~ ~ m ~ 011'111~,aa
~ -1 ~ TO REBARS g N T~ ( ~ ~ W D -Nj C6NCAETE CU. YA3. 0.181 O.a17 O.BB5 9.887 1.146 1.3BD ~ ~ G" ~ I YER 1 ? J ~ _ _ ° H , T~T- aka O H ~ 2 m gam'-,4~ "V" a USE ON GR0.9ES ER 24 ELEV. ~ {,f: ~ ~
- ~ USE WITH W W = D CONCRETE APRON CU. YOB. 0.085 0.132 _ Z ~ y _ :,Q, a ~ LL ~ D.198 0.285 0.328 0.995 V .CONCRETE APRON & EQUAL ~ V U N - ~ ~ pEPRESSER GUTTER LINE ~ ~ ~ ° P~~
Z D . --1_. _ ` ~ , ~ . •-r"a . 0 4 4 & LARGER A ~ Q ~ ~ ~ ~ 4 n • ~ ~ B ~ a DRAINAGE STRUCTURES ~ ~ Q D ~ ~ AIIAERSI0113 AMA GOANTITIE9 Fit BRICK GRATES DROP INLET {BASER ON IIIN. HEIGHT, H) ¢ ~ ' ~ ~ a 6" _ IL' 6" TYPICAL) ? a ~ ~ .a.~ C7 ~ B„ E%PANSION JOINT 1 G~ -10' I"T~,_..., QO ~
- ~ © N D % I E EI FQRCI STEEL - N0, 4 B S BAICK OEOUCTIONB © ~ ~ ~I ~ D ~ o o. F+i IMEN3ION5 OF BO ANp P P A N NO AR CU.YDS. CONC. CU.YQ9. BRICK Z Q " m d WAFFLE WALL PLAN VIEW c+ LIB L A V E P '~v' ~ ~ z - H Q PIPE SPAN WIDTH 3PAN WIDTH HEIGHT BAA9 E BARS F BARS 0 BAR9 H IN BOX NASCNAY IN BO CQNO. ONEOPIPE ¢ _ t'" ~ SO WA ~ •,PP~ N - I YV . , p a F ~ ~ 77 TOTAL - - 1- ~ ~ q = ; ~ O W4 BARBRA, 1'l~" ~ 'v Q W T
m y a 6,1 ,L, 6n 6,1 z , 6n v, n . • .v,, a . .q. n . 0) 'U a TOP BOTTOM i0 Q ~ W P, v : a o a,.v a, ? M ~ D J K L ~ M H N0. LENGTH N0 LENGTH h1). LENGTH NO, LEflOTH LBS. SLAB SLAB APRON TOTAL H H PEA TOTAL C.S. R,C. W ~ p ~ ~ ~ y DOWEL ELEVATION ~ H ~ ~ F N ~ W ~ SECTION RJR NORMAL CURD ANU GUTTER DN STEEP G951DES = ~ N
1- i . , v' . a' . , a' . H '0 1..1 TOTAL FT NT N a ~ O v " p'''''-' H F O ~ 12" 51.8' 2'-Q" 3`8" 2'-0" 9'•A' - - - - - - - - - - D.908 0.551 0,659 1.301 0,348 1.96D OA20 0.032 ~ ' S D. ti ~ ~ r m ~ ~ IUNI9RR1 0OI#F19ai0NS~~AAn OuANr~l'TIES POB caNOBEre cATCN BA9zxleA3m On IIIN. HeIgHT R, WITH Np RISER) + H ~ T '
o. v, r C 111 MIN. CLR. -1" MIN. CLR. a. ~ a. ~ ' a. o. J D ~ ...1511 3'-8" 2'-0" 3`•6" 2'•Q" 4'•0" - - - - - - - - - - 0.998 0.351 0.$59 1.407 ABOVE 2.088 0.031 0.647 ~1 0 o u.,...,.o.,.,.,.c-,... .v. .c Ur a m r " MINH OINEN5I0993 OF BOA ANO PIPE pOVER CU.YDS. CONC. IN BDX DEWCTi0N9 J Q
O ~ 47(4 W4XW4 ~ v • , o - . v o ~ P : , P' ' ~ o' o' ~ P ~ ~ O 18" J ~ 2'-9" $ -3 - - - - - - - - - - 0.968 0.659 1, 471 2.130 0.048 Q.OBS ~ WWF LAP o' : ' o o : o C~ 4 ~ ~ ~ ~ PIPE SPAN WIDTH wIDTH_ SPAN_ MIN, HEIGHT DIKENSION BARS•U BARS-V ~~W TpTAL TpP BOTI'OM1m•~. pNE PIPE W y 0 A B C G H E F NO. LENGTH N0. LENGTH NO. ENOTH L83. SLAB SLAB NE181f~,Rp C.M. R:C. W
C ~ ~ o w o , ( ~ O ,P D . 'P ' 4 . .P. D P ~ a . ~ P, 9 W W ~ 77 24" 2'-10" 4'•9" 8 1'-3" 8 4'-9" - - - - 2B D.185 0.388 0.92? 1.848 0.346 2.588 0,078 0,113 W Y ~ ~ 4X4 W4XW4 J~ , a', yyWF 6° ON- o' m ~ "'~1~~' a, q '.off.' ° ','.o'.' ° ~ m 9D" 3'-8" 5'•5" 5'-9" 8 P-10" 7 4'.9" - - - - 32 0.301 0.410 1.082 1.838 2.998 0.122 0.170 v WWF (LAP WWF ~3 to TO REBARS ¢ '.Q ~•;'v ' ' P . ' a' . "a ' . v . •.'v ' ' 12" y'-0" 2'-2" 2'-8" 0,236 0.772 0.016 0.099 v 15" 3'•O" 2' 2" 3'-O" 0,235 O.B_29 0.023 0.038
m 6" ONTO REBARS r-1 ~ ~ ' a ~ ` a ' ' 0''~ ~ ff' ~ 9B" 3'-10" 9'-10" 5'-9" B 2'•3" B 4'•10" 4 0'•7" 2 4'-11" 48 0,374 0.494 1.219 2.187 3.4DB 0.178 D.238 1"1 4' ¢ P.' ' ~ 'o ' .n ' 'a;' ° ' ~ o ' ° ' n , ' 0.555 0.830 1.538 2.717 4.253 0.2{R 0.323 ~ 18" 3'-0" @'-2" 3'-3" 0,236 0.887 0.093 8.049 ~ 24" 3'•0" 2'-2" -3 t1 0.235 f,O01 p.OGB O.U85 w
Q n, 7 4 0• " n, ~ . ; a, ~ ~ 42" -g 4 -8` 8'•3" 10 2'-11" 9 51,711 11.1, 3 81,711 ~ c' ~ #5 REBARS ~ o' ~ 48" 5'-0" 6'-0" 8'• 1 " ~ 5.020 0.913 0.422 ~ x n '~'.'u' ~ .P' ~'w' P' ~'.'v'' S" 1 3' S" 10 B'-1" 1'-9 4 8'-1" B7 4.705 0.743 1.799 3.221 H #5 REBARS 12 s 12 CENTERS I~', o';~' ~ ~ o ~ ~ 1- 1. 30" 3'-0^ 2'-2" 3'•4" a'•y" 1'-2" 4'•O" 4 i`-5" 2 y'-9" 3 3'•9" 39 0.723 0.321 1,435 0,002 0.127 38" 3'-O" 2'•2" 3'-f0" 4'-8" 1'-8" 4'•0" 4 1'-1i" 3 3'•9„ 3 3'•B"~_43 0.161 0.358 1.714 0.152 0.178 C
CENTERS (TYP.) n• v, n P,~ - 54" 5'•8" 5'•6" T-3 12 3'-il" 11 8'-7" 2 3 5 8' 7" 188 0.888 0.865 2,084 3.788 5.870 0.388 (1.635 TYPICAL a ~ 80" 8'•2" 8'•2" T•9" 13 4'•7" 12 T 3" 2'•11" 8 Y•3" 135 1.104 1.042 2.497 4,701 7.188 0.488 0.880 42" 13'•0^ 2'-2" b'-6" 8 -9 7'-3" 3'~2" 4 1'-8" 2 2'•11" 3 2'-11"~ 32 0.112 0.318 1.798 O,1B0 0.243 STORM AB" 3'•O" 2'•2" b'~p^ 8 -9 2'-0" 3'•2" 4 2'-3" 3 2'-11" 3 2'•ii"~ 33 O.f4S 0.332 2.052 0.235 0.817
- .D f~v'~' ''~a' ~v'':., vJ 1 r u 1 n 1 n ° ''0' i'°' "9. 88" 8'-9" 6 8" e'•5" 14 5 2 14 7 10 3 8 7 T•14" 188 1.328 1.210 2,889 5.168 8,078. 0.581 0.798 SHEET 1 DF 2 . ' 1 " 1 ~ . ~ SHEET 1 OF 2 EET 2 OF 2 - SHEET 2 # 2 S SHEET 2 # 2 SHEET 2 aF 2 b4' 3' p" 2`~2" 5'-7" B'•3" 2'4" 3'-2" A 2'-10" 8 2'-11" S 2'-11" 41 O.F80 0.388 2.387 4.287 O.AO1 SHEET 2 OF 2
SECTION C-C = SECTION `D-©' ~ SOLID WALL ISOMETRIC VIEW 7r` 3'•8" 2'-Q" T•4" T-4° 8'-9" 16 5'-9" 15 8'-S" 4 4'•1" 8 8'-5" 198 1.569 1.381 0,351 3.311 5,854 0.946 8.845 0.704 0.950 840,45 ~ 844.45 840.26 840.26 ' RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.26 840.02 $4q,0
_ _ DRAINAGE
• ITY OF LOTTE • C CHAR CITY QF CHARLOTTE _ ~ ~ CITY of CIIARI~O'I°I`E DETAILS
8 PRECAST DRAINAGE STRUCTURE 5
LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS Cg,2 SpLID AND WAI=FLE WALL C9.2 LAND DEVELOPMENT STANDARDS CONCRETE CATCH BASIN C9.2 INCLUDES CEAR1JpTTE BT1 840.02
mc~wES CHARLOTTE ETJ 840.45 >NC~unES CHARIOT~'E ETr
I
o Z
GENERAL raoTES: O ~ OPENING SHALL BE 'L1 OA '1r' ~ 1'-4" O ~ O ~ ON fp o~ o~ o~
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS AEGUiAED ; 2'~ Ha z ; 4 i 4 2 4 4 1 ~ ~ H• z DETAIL SHOWING TYPES OF GRATES 2+_11 ¢ STANOAADS 8 0 0 , 8 0 0 8 0 04, 8 O 05, 840.1 , ~ 174 REBARS - ¢ ~ ¢Q L 43" NOTE: USE TYPE nE„r nFrr ANO ..G.. GRATE ~ ~ F'~' .
~No° ~ B" CENTERS ~ z~~p q,O,O~° USE ACCORDING TO WATER FLOW. 1~ y~~xv ~ 840,12 840.14 840.15 840.17 840,18, 840.19 • ~ ,•.1 C7 M C7 . I'O~T -.1 C9 , , , , r in iv v W JOF.,, r-pm~vl B LI-J°H z~~xv ~mo0 ~ uNLess OTHERWISE Nar~n: N P~ fir, P z~~v N X1
mz x~ 840.26, 840.27, 840.28, 840.31, 840,32 AND 840.41. ~ ~ Ooaiz my z~ ~ op°•xz H -•1 a ° o ~ cr`H * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY a - w ~ ~ w « ° o ~~~op n-•1 „ ,I rr „ rr „ W ~ z L,_ " o a z ~ m ~ ~ ~ ~ ~ ~ - ~ o o n°, _ ~ Copyright ~ 2008 Design Resource Group, PA ~ ~ ..1 ~ T~~ ~ This plnn ar drowing and any ocrompanytng documents w
a-Ganm r- W5 BARS H-v~02 am3ym TYPE G TYPE E TYPE F A A 1"T 7 I-~doT z ~ FOA IN ACCORDANCE WITH SPECIFICATION SECTION 640. I ~ OPENING ¢ rr cU z ~ t I 9/B" ¢ LL1 ~ U- T ~ O D m I ¢ B- 2 aalW lotions are the property of Design Resource Group, PA; Q U ~ ~ S ~ Q p 21113" _ ~ ~Y~` Q ~ F ¢ H and are Intended ealdy i4r the use of the rec~plent noted.
2 C) * I 5TEP5 ! 1 r F- 200° M W z~~~.° DO NOT PLACE PRECAST DRAINAGE STRUCTURES E SECTION C-C ~z ow ,x'M~i..~I ~ o ~ ~ O W z 1..1 o r °T1 _ r`~ ~ N N ~ Q W No tfilyd party use or modltf~wtlon la perrnltted without
~=~y UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOllREO, II H5 BARS ~ ¢OPHQ n=~z ~ "i~ ¢~~J I ~ O m~ ~ Y 7 rr v cra ' D y * USE 4000 PSI CONCRETE. ~ I @ OPENING ~ z , r-H ~ ~ a --r WATER FLOW SAG WATER FLOW ~ 9/6 z v ~ ~ ~ n ~ ~ Z ~ SECTION - LL SECTTON - It'Pd p N 4 wrlttea authorization. z r+ ADD ~ o~ _ Z k
-<H r * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM 8615 FOR a~ ~N r ~ fir. F-N {'a ~ ~ p ALIGN FRAHE WITH INSIDE ^ 1~B° ~'M a ~ 17' p N EDGE OF WALL TO ALLOW - ap
o GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM 8185. °'°'o ° ' w ? O W z v'~: ~ ~v ~ fa ~ i1 n ~ * LIMIT MAXIMUM DEPTH TO TDP qF BOTTOM SLAB FOR WAFFLE WALL - ~ f _ _ ° ~ " '°o', 9 ~ N uJ 2 ~ ~ FaR VERTICAL ADJUsEC1rION J,' :I.o ~ ~ r ~ ~,1` j r f ~ © j~
, n, $ MIN,: iy4. r STRUCTURE TO 10 -0 ,LIMIT SOLID WALL STRUCTURE ..v"'' a.'",°'
* 6n ,Lr Err n ~ o ~qe .u ~ 1 ~u - 5~N ~ ~ SECTION ~ BB ~ ~ 1~ • • r
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 4~'.'p~'~ °,'-.p•~:, 'tl ~ ~~.~~g". o, on',e';~ SECTIOR 8-B a ~ asHASTeNDARDisz6.704. PLAN TOP SLAB W I B S~CTI4tt P~ SECTION~NN : ~
o * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE ~~'y:'"~'~:~° ~`'o~F:~;N~~~'~ ^IT ,r 1 rrI ~ SEAL
a ~ ,.o::., Nr:.. O ~ 1~Q 2/4 r•1 Q H _ Rim REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL BTRUCTURES ~ ~ m ~ H o ?WH ~ a•~ , Z ~ 034267 ~ a: O ~ ap ~ m FRANE,GRATE, & HOOD ASS'Y ~ , ; .~d~~~ Q O H
° ~ z SO THAT PIPES ENTEA THROllGH THE ° O F- to ~ z WATER FLDW -f SAG WATER FLOW + O p Q ~ m ~ ~ KNOCKOUT WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH ~ W ~ J ~ r SECTION A-A w D m
N ~ N M ~ n ' a,. CORNER CUT DETAIL ° ~ a m ~ ~ = x ~ -I ~ THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 OF (SOLID WALL_ BOX ~ ~ it m ~ ~ U c~ _ = m w s,. 2~_~r, s,. ca x ~ ~i~~ j,,{,,~'CIN~~':•~4j`~~
WALL IS PROVIDED ABOVE THE HOLE. ~ UJ O TYPE F TYPE °E" TYPE G TYPE E ~ F- v' ~ ? Z ~ Z r D ~ ALL ELEMENTS PRECAST TO MEET ASTM C913. ¢ N D ~ q ~ ~ U ~ Z ~ °zy ~ ~~31.0" ~ v?.' 1~,~ ~ ~ Z Q !~~//~~I'iV ~;';;,>t1~~` v ~ ~aU lllll
Z ~ 6" 'L' OR 'W fi" D: C] fA ~ ? ~ * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ? W z ~ z RAISED FLOW ARROW 2 q c
P _ ~ m Fi v OA BRICK IN ACCORDANCE WITW 5TANDRRD 840.25. a' #4 REBARS I q ~ ~ Z -1 ° RAISED FLOW ARROW 2~" fjg HItiH ~ ? N Q ~~g ~ -gym N a a 7~/' - ©O n~
o iA ~ ~ * PROVIDE PRECAST STRUCTURES OVER 4'•O" IN DEPTH WITH ~ 1" CLA 8" CENTERS ~ ¢ Q Op ~ o III ~ 1 1, HI ~ ~ W ~ w D o Ma REBARS ;c d ~ w n N ° /iB GH ~ ~ p ¢ ~ y t, D ~ STEPS AS RIRECTED BY THE ENGINEER. 1" 'e" e" CENTERS- m ~ [a M ~ ~ ¢W~ ~m~ ~ ~ ~ 4Wo ~ a Q ~ ~ p SEGTION._=RA ~ ~ ~ ~ Scale: NOT TO SCALE
z _ ~ o o " 4 z m 4~r * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOA AEBAR A5 LONG cLR H• ¢ z o Q ~ ~ ~ ~ ~ ~ a~ ua °
~ D A5 THE SAME AREA OF STEEL I5 PROVIDED. J ~ ~ a 7r „ 1~1, ~ t7 ~ 4 C7~4,~ OQJ A~~ iJ/2 ,a , UI z ~ ~ z ~ ~ ~ ~ ,,r ~ ~ ~ z Dafie; AUGUST 6, 200$
a ~ ~ * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PR_ECAST_ RISER _PLRN PRECAST RISER DETAIL = ~ ~ D H - ~ 1 " c o y ~ BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-2iA, " ` ° H uJ = ~ ~ ~a O 1 " ~ W W H ~ 1L1 W 2 v Z ~ FAAINE PLgN SEGTIQN~JJ ~ ~ ~
~ C ~ AASHTO M•198, TYPE B -BUTYL RUBBER. v ~ ~ z = W _ 1, /8 -MJ ~ r CY -ra .a, c~ ~ w rp p ~ O H i~~ ~ p c x _ ~ , n 5~„ ~ ~ • 041-115
3 ~ O * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR o •,u;,'d , Z ~ C`7 ADO P 11 1~ 1 ~ v ~ D ME F ' rr I n v''~; :a'.~,p'.1:v',:: W ~ ~7 n n II 1/9 - 1/2 R ~I w rr °o ~ -fir--~ „ i s.QR a" R ~ ~ ? Project No.. --I i----- ~ f-- Q ~ a - , - ~ ~ ~ o Revisions:
o C I NSIONS 0 5 -0 X 5 -O . o,, ,..M1 , h . . , W M D 1 ~ 1 ~d Imo- 1/B li. Q ~ ~ * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING 2 -ii 2 -i1 m a sr ~ a REQUIRED FOR FRAME AND GRATE 15 THE MINIMUM STRUCTURE L4 ~ --I- n 2r.Qn Bn ~ 1<ir ~ W
~ 611 611 1 ~''2 ° ~ i ~21,~ ~.1 ,81r _ 1 Y2 T fi" a O" > 11~~ r ~'2-~-~--{...: 3~' ~ 1. 11.12.Q8 PER CMPC REVIEW r y sib s'-a° s1~Z° err _f1~~r~ ~
~ SIZE WHICHEVER IS GREATER. I * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. 1~
n 1~$ SECTION A-A ~ 7 n a REINFORCE OPENING A5 SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW - /8 $ECTION~_I4( 2'-ftl~° ~~r 4~"
~ SHEET 2 OF 2 SHEET 2 OF 2 SHEET 2 OF 2 TYPE - F SECTION A•A sHBEr z OF 2 SHEET 2 OF 2 HEFT 1 DF 2 R SHEET 1# 2
~ nwA wr OPTIONAL JOrNT DETAILS nwn w~ n.n nn TYPE G ~ nwn nn nwn nn nwn nn umn el~vsrrnu SECTTON~AA n~i.
~OYV.4V1 104V.4.'/1 lL04V. V31 VJ~ g g CITY OF CHARLOTTE PRECAST DRAINAGE STRUCTURE 6 CITY OF CHARLOTTE FRAME, GRATES, AND HOOD L sty " U3 f ` ftv a Ula u-3
3 CITY OF CHARLOTTE FRAME, GRATE AND HOOD
LAND DEVELOPMENT STANDARDS FOR USE ON STANDARD SM. NO. I REV. 1 r~]M- UP- 11 R 40.03 C9.Z cx fflior" INCLUDES CHARLOTTE ETJ CATCH BASIN 840.03 Sheet C9.2
C9.2 LAND DEVELOPMENT STANDARDS (GENERAL NOTES AND DETAILS) C9 2 LAND DEVELOPMENT STANDARDS FOR USE ON STARDARD CATCH (Mfufn'?= INCLUDES CHARIAITR EfJ 840.45 ~~lAnTE- IrrCLwas c8erswrra arr BASIN 840.03

m SOLID COVER SHOWN PERFORATED. PERFORATED AVATLABL£ z m NOTES: p o~ IF $PECIFI~D, O} INSTALL ALL STEPS RRQTRUDINO 4" FROM INSIDE FACE OF STRUCTURE WALL. Hy~. 0 o m _ GENERAL NOTES o
H ~ * THIS PRECAST BqX MAY BE USED FOR THE FOLLOWING STANOAHi15: } d Q H .4 Z p.~~` 84Q.04, 840,05, 840.14, 840.15, BA0.31, 840.32, &10.34, Q Q
H • z STATE USE OF SYSTEM ON COVER Q ~ H ~ z THEPENGINEEAIWiTHNDDETAINSIOFS~fNEOPR4PO5Epz5TfPSRANOTHASARECEIVEDTWRITTEN APPROVALLFROMETNEEENGINEEAEfORHEHEDl15E~OFOSUCHSS7EpSISHED ¢ ~ ~tnbo (I.E.: 5EWEA, STORM DRAIN, ELECTRICAL) ~~xb DfnOb Za~Cj z F-~ ~ Vi O rr 8r' ~ 840.33, 849.36 AND 840.41. z r S ~ Fy CG O, U i..i O 1 MIN. * INSTALL ANp PAY Fpp PR€CAST DRAINAGE STRUCTURES IN ACCORDANCE H ~ 1.'S
~ cry . m2 Y~ aQ o~a~z m~mz~ ooas? I1-JdHz mz~=~ CLR.(TYP) SECTION VEEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. LLJaHy
~ A ~ TOP OF COVER C7 ~ H ~ 9 ¢ rn x A m .~y;;,,~~., ~ x x~ m ~ x ~ ~ .D.~ 1" MIN. * U5E 4009 PSI MINIMUM CONPRESSIVE STRENGTH CONCRETE, [O~OZ „ WQ~r~z y~~~m CLA.(rrP) DPTIONAL JOINT DETAILS * USE ASTN A615 GARDE 60 REINFORCING STEEL. USE ASTY A185 ~~~p~ ~ U d Lry 7a ~P WELDED WIRE FABRIC (WWF), Q ~ t9
X00 HC]~p~ ~Z~ ~ i ~ d~~°M-~ xulbo A / ~ A B B ~x~'zH z~?b 1" ~ M~ h-x~zw ~ _ ~ Z H ~ (D O d o 4x4 W4xW4 " * LIMIT MAXIMUM OEpTW TO TOP OF BOTTOM SLAB TO 15' •O". ~ ~ ~ Z IFf #5 RE6AA5 & 12
• SOH ff~-H M ~ M n ~z ail, ooing bx~z ~ o°m~ ~ CC Q~ 07 ~ y z ~ iWVF 6~ON• CENTERS (HORTZ. ' PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STRNDA"p ~ ~ ~ ~ ~ O W ~ ~ & VEflT.) 1928,704. O '
2 ~ ~nD p Tq FABRIC} (USE WITH * ORIENT STRUCTURES SO itiAT WRNERS WILL NOT BE CUT OR MOOIFIEp Z ~
o w O F ~ w z '4; ~I'U " ? z ~ r+ N ~ , 4` X d' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS, d H ~ p..~ Q , W ? Z ~ P, „ 'Y-~-- ° DRAINAGE STRUCTURES * PRECAST ALL ELEMENTB TO BEET AST1a C813. , Lu ? ~ ~
1~n ~~~I rC R • 4/'% I k ~ TYPICAL) - 'L' BARS WITH * FRAME ANO GRATE HEIGHT NAY BE ADJUSTED WITH CONCRETE ? 1'-8" LEGS OR ARICX IH RGOOROANCE WITH STANDARD 840.25. ~r`} ~ ~
f RDTTDM OF COVER PLAN SIDE PLAN VIEW OF BASE UNIT PROVI?E PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH VV 11 STEPS 12" 9N CENTERS iN ACOOROAMCE WITH 5T0. NQ, 84Q.66. ~ W
ELEVATION ,~,~a 1" R p4AN SIDE 6" `L' OR "I!' 6" * WELDED WIRE FABRIC NAY BE SUBSTITUTEq FOR REBAA IF ~ l'1 ^ ~ _ _ _ _ MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED.
ELEVATION ~ PLAN flF CpVER " ~ N ~ I * SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 pF NCDOT ~ - STANORAD SPECIFICATIONS, w J ~ ~
O ~ N rn a~ m ~ ~ (f} ~ if4 REBARS & ' ~ c * LIMIT MAXIIRIM STRl1CTURE SIZE INSIDE CLEAR DIMENSIONS 'Q~ ~ ~ ~ ~ m I~. #A REHABS & 6" CENTERS ro ~ TO 6'-9n x Br•Orr ~ N
z PLAN flF F AiAE o W ~ ~.T ° W A ~ ~ ~ O ~ 8" CENTERS EACH WAY - ~ * THE OUT3I?E PIPE DIAMETER PLUS 2" IS THE MININUM STRUCTURE ~ F. ~ ~ r EACH WAY ~ SIZE OR THE OPENING REWIREp FOR ORATE AND FRAYEE WHICHEVER V W
~ u` F- = P- w O ~ I 14L2" © ~ 1 iiY2 z ~ ~ m h~ ST R N ~ CAST IRON z N ~ ~ ~ N CENTER 7HIRp I5 GREATER. z W ~ t f__, ~ I"1 ~
r... 2 - t" H Gf x CA I Q" ELEVATION H W m b 2 1 /d Q© m rn ELEVATION B: ~ N ~ TYPICAL PRECAST • ROlINO MANHOLE MAY BE U5E? IN LIEU OF SWAAE PROVIpE4 2 EXTRA 0; f~ ~ ~ ~ ~ H ~ I . OF WALL , ~ a Z ~ N ~ RISER SECTION #53 ARE PLACED ON EVERY SIpE NOT gDJACENT TO A WALL. SEE 5T0. ~ ~ ~ ~ ~/ti A
a 01'x3. 840.34 FOA MANHOLE INSTALLATION. V 1
~I ~ ~-.-1 -i1~$ -qtr" \ ? Q y z - ? F~ ~ , 7 rr~ ~ N ~ ~ Q 116 ? V ~ ~ m ~ ~ PREGAST.RISER PLAN rr--~~
i 1 Dia W • ~ I a c ~ _ #B BAR DA ~ ~
t1~1 v I ? ~ v g " 11ib" #B BAA ? ~ 1„ ~ I ~ GALV D. ~ E' z F ~ M 4 2 #b BARS EACH SIDE z n 5 r n OZ Q W O F-' ~ ~ ~ C] OF QFENINB FULL SPAN . ra ~
~ x i f `TYPE N1 .Z i o f `.`IF`_v2" F^ C x i~ F•, A ~ ~ 33/4 r- Y~ r N ~ A IYB" m W ~ ~ ~ 1" MIN. GLEAA ar ~ & L B ~ ~ ~ ~ ~ O i•~ MIN. MAN. F r ~
- i I m c~ ~ ~ C ~ ~ i' `L' OR 'W' + 2 WALLS u 1" 1ddN. CLR. ~ ~
Z = L I ~ Z r U} Q d ~ 1 ~ 1'-1 H ~ ~ ~ i POLYPRaPYLENE J ~w ~~a ,..i ~ m O ~ STEPS ~ •q. H IL ~ ~ ~ ~ ~ ~ N4 REHABS 4x4 W4xW4 ° w a ° J (L ~ ~ ~ I,Wi
C •n ~ I ~ ~ ~ ~ Z ~ PLAN SIDE p sTle m ~ -1 ? ALTERNATE m yrz SIDE m o ` SECTION B-B z ~ o h-- ELEVATION w ~ rr 8" CENTERS J Q~' "Q~' C7 ~ ~ ~ ~ Q i 3 ~ ~ 0 14WF (Lap WWF v' ' , v ;.P- p ~ Q ~ V
~ m ~ ? w Ys ~ PLAN ELEVATION ti ~ ~ ' ' GDMPpSITE O 4~$" 2'-OLD"------- ? / ` MINIMUM WEIGHTS - LBS. N ' H w ~ ~ ~ ~ ~ o 6r' ONTO FABATC7 a ~ ~ , p' .o' ~ •Q, o , ~,a, b , Q w 4¢., O W
................_,2,gi,~ J \ ~ I: 1$ ` AEINFORCINfl STEEL 2 p5 BARS @ o' , ~ , 0' • , • , . 9' - ~~1 - - - - - _ _ - - - - CLEAR (SEE NOTES) CENTERS p ' 4 9 ~ q . '4' , • 0
I COVER - 120 1~" I M OPENING 1.. #5 AE6AAS 12" : ; o• ~ a : ; o • p' ; • ~n' • p ~i~~...,,,',',',
SECTION A-A ~ rOTAL - 300 12 ~ T ~ ~ ELEVATION NOTE: LOCATE OPENING z ,v' ~n~ .a .o' :er .,a p' ° o v AS REWIRED TYPICAL SECTION Z ' •,,•p• , q' ~ ~ Q
~ f SPECIFICATION # DEFQAMED 12 DO NOT U5E IN (sEE NOTES) TOP SLAB
SHEET 1 C'F 1 ~ ~ ~ CLASS 30 IRON MEETING SHEE7 1 # 1 EE7 1 # 1 STEEL ROD SANITARY S£NER MANHOLES. gHEET 1 OF 1 ASTM A•4B ELEVATION SHEET 1 OF 1 HEf7 1 OF 1 6" "L' 6" TYPxCAL SECTION ~ g 4 SHEET 1 OF 1 ~ ~ 840.66 844.46 MI"' PLAN TOP SLAB MI"' OF BASE UNIT ISOMETR C VIEW 84(3.46 ~ ~
840.54 TYPE #2 840.54 $40.6fi SlwcrzoN A-A 840.66
• I OF C RLOTTE • CITY OF CHARLOTTE C TY HA 7 - 4 1 CITY CHARLOTTE TRAFFIC BEARING PRECAST
LAND DEVI{aI,OI'MENT STANDARDS MANHOLE FRAME AND COVER - LAND DEVELOPMENT STANDARDS DRAINAGE STRUCTURE STEPS
C9.3 ~ C~.3 ]NCLUDES CHARLOTTE ETd 84Q.5 INCLUDES CHARLOTTE ETd 840.66 C9 ~ ~1AND DEVELaPMENT STANDARDS DRAINAGE STRUCTURE 340.66 IrrcL~DES cl~xLa~ L~I"d 840.46
v a a E z m Q m b ~ ? D w T As ~ o~ ~ QENERRL NGTES o
~ ~ F ~ ~ ~ A ~----oPrioNAL MANHOLE ~ } H. Z ~ ¢Q N. Z 6° ~ B" E Q H ¢ 1 USE 4000 PSF MINIMUM COMPRESSIVE STRENGTH CONCRETE. p• .E INTERNAL MIN. YIN. YIN. CIRCUYFEAENTIAi. F• ~ ~Q~ H' Z CONCENTRIC DTMIETEA WALL T0pt0OTTOM RREA QF STEEL Q fQ..~
ANCHOR- Av,bo ~ ANCHOR ~~'o° i gENERAL NDrES: ~ o ~ ~ m GRATE AND FRAME w J ~ N ~ o m ~ m Y I C OHAMFER ALL EXPOSED CORNERS 1". J C) ~ ' ~ U ~fA00 FABRICATE ASSEMBLE ANp DESIGN PRECAST MANHOLE CONpONENTS CONE SECTION c Zt1C U - ,,+OO f H~7f107 ACCORDANCE WITH AASHTO Mi99, • . (FT.) 7HICHNESG SLAB THICXNESS PER VERTICAL FT. HOC7
rmi Z ~ z A _ ~ ~ ~ = Z M z ~ x A 9 USE CLAB9 ^B" CONCRETE THROIRiHd3T. ~ ~ ~ ~ Z OO ~T~ Z ,m., Z Z D A85ENALE RISER AND GRAOR RINGS WITH THE STEPS SPACER 12'r (IN. } (IN.) (S0. IN.) q pfl• x Z -
S Q ~ A m i ~ ~ ~ ~ 2 ~ ~ A m ~ i X , r 1 OPTIONAL CONSTAUCT20N EN~ASLAS DIAEC~TE6 BY HE EN~INEER. ~ ~ ~ ~ W Q ~ S S O ~ Cl m FROM THE TOP TO THE 89TTOM OF THE fIAHHOLE. ~ ~ Z ~ =
~ x o CONCRETE ~ I,• o ~ ali o ~ fl _ I r r- I U 44 BAA DaNELS AT 1 c TE x o ~ m ~ Q h-z'-' v o -n WALL ~ x z w y H ~ ~ _ _ ~ o ~ ~ ~ tlSE FORNB TO CONSTRUCT THE BOTTOM SLAB. H' ~ w Q U ~ O ~ ~ ~ ~ O WHERE THE MANHOLE IG EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 5 0.12 Q U ~ O M ~ ~ Fm Z ~ ~ H ~ O ~ THE TOP pF THE NANHQLf FLUSH WITH THE GR~iNO AN9 A MINIMUM 6 5 0 Q.15 ~ ~ W urge Group U¢QOJ ~G10y,r~i OF 9" ABOVE THE GROUND AT OTHER LOCATIONS, g 8 B Q,18 N~Qd-ss{(O
~bH BRICK CAH~O J ~QH ~ ~ ~ m wF ~ I ~ a IF REINFORCED CONCRETE PIPE t3 SET IN EASE SLAB OF BOK, ~¢~~J n x MASONRY ~b~Q nxxz , ~ rr ° o O W ~ ~ LIMIT DEPTH OF FILL TD 30'•0" FROM FINISH GAA?E TO TQP OF O N d
~ ~ - H S ~ ~ D - ~ ~ iF- I-- ~ ~ , ~ ~ ~ AOD TO BASE AS SHOYM OH STANDARD N0. 940.00. ~ H ' ~A WALL z A a"~ A ~ A + ~ J i ~ PROVIDE All JUNCTION Bgl(ES OYEA 9'-8" IN DEPTH 'KITH STEPS H ~ D ~ BOTTOM SLAB. z • ~ ~H -C 'D' 1-H a? G7~ r THE MEN. SLAB THICI41E55 `T' IS THE ?IMEHSION OF THE - - CN ~p rann yy ti,,,p~ ~y,,pp} ~y
~ H ~ 4 ~ ~ i"~ i ! - - - ~ f, ~ - 12" ON CENTEAB IN ACCORDANCE KITH STD. N0, 840,8$. a ~ ~ g THINNEST PORTION OF THE TOPIBOTTOY SLAB. ALTERNATE CONE SECTION ~2,~ ' fl 123Y West IWIA`r"'"~ ~7`I°"h S~e 4~
' ? Z 8" ~"--•~i A0.1UST 7HE STEEL, CONCRETE ANO BRICK MASONRY gUAFITITIE9 ~ TO INCLUDE THE ADDITION DF THE MANHOLE fI.E, DIAQONAL BARS CONCRETE BRICK MASONRY Y 9EE STANDARD B49.Fi4 ~ BHORTENE9 AAWND OPENING IN TOP 9LA$, ADDITIONAL VAAFABLE GflADE RING ri,,,.i„+y~' ~ rip~Q * TOP MAT 4F REINFpACEYEHT NAY SE NEGLECTED IF TOP SLAB HAS MIN. AREA 9F STEEL LIIAIWI`v 40 U ~ A DISTINGUISHABLE TOP ANp BOTTOM. ,P IS 0.0T in.2 n, ~~4 p/yp p~~q q
T T N FOA MANHOLE COVER 6 FAAl1E W~BAgS "A" HEI{B[T BAIGK NA9gNAY, OPENING IN TOP 9LAB.' CONSTRUCTION CONS .RUC I4 PLAN OPTIONAL SPACED O ~ D + 2 W ECCENTRIC CONE W 704.343.0808 TQ4,358.9093 ,r ,r
C, TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OE B9TTDM SLAB 7n TOP BRICK MAY BE USED ELEVATION I9 12 FEET. m M MIY~IM.f~'~.COfll B" MAX, SPAS~I,NO W ~ 1" NIN. k4DRF9i~ Of CI~RCUN, RIF~
DETAIL SHOWING ANCHORAGE OF Tq AGIfiBT FRAM COVER rq suRFACE N ~ CLR. LOCATE WALL REINFORCEMENT c ~V~~V ~ IN PIDDLE THIRD OF WALL o ~ li]y j
FRAME FOR GRATED DROP INLET ELEVATION MAX, 1' m ~ ~ m ~ N4 BAA ~ ' 0' '
A~ ~ N O~ m ~ O O ~ Z 1" YIN. O Oi ~ USE VIM, AREA OF STEEL, IN TOP ~ L~ L1. Q ~ i- T CLR. SLAB OF #a'3 & B" C73, STEP STD. ~ ' U~b~
~ H NQTE : W ^ Z H - - ' , wn~r PIPE r v m w 17 m J ~ ~ EACHWRYJEACH FACE N0. 84~~.61( ~
m ~ w CONSTRUCT GRATED DROP INLET TO COTNGIDE WITH NORMAI. z ~ w H N I _ ~ o w z w ~~A2 aoAF 1}4 ~ HZ~ m r a O I0: H ~ m OR SUPERELEVATED SHOULp1=R OR PAVEMENT SLOPE. ~ ~ w N ~ 111 W _ E„_,~,~ Q~ O z H 0 z Fi NOT FLAT TOP SLAB CIACUMFEREN7IAL ~ Z H e (M,t~ eI N ~ Iy ~ ~ ~ env puma po. REINFORCEMENT) ~ ~ ~ ~~ffjj
~ ~ CONCRETE ~ ~ o INLET PIPE SECTION LL ~ ~ 1'1' ~ O pz CONSTRUCTION n ~ z ~ m B G.C OR DAD DOWEL ca U
om Oa x~ .gym -A09FTIONAL #4 EACH ~ r.~. LONGITUDINAL C] q Z Q O ~ ,Q Q SIDE OF OPENING (1" rrwrw,ur:c orwra: av.u ADDITIONAL MQ EACH REINFORCEMENT (MIN- ? ~ ~
'P n ~ ~ ©c°~ SECTION X-X a°c ~ ~ ~ n ~ v 9 r, OR q x y ~ O D~11BxsIOMa AND wAMTITI93 P9A GnMGRETe ~uMCTIO>f B9x9s _ p Q ~ ~ ~ Z' ~ D CLEAR OF BOTTOM FACE ew,¢t SI?E OF OPENING (1" RISER As m 0.12 IN.2IFT.) CC , n ~ v i~eBf,L Q ~ PLACE BARS DIAGONAL av.m CLEAR OF BOTTOM FACE) e Q O Q ~ W t71 O TO CORNERS (TYP.) ~•p C]
Z ~fi z ~ ~ ~ r ~ OTMENSIONS OF OOX AND PIPE ~ TOP SLAD T9TAL ~IANTIrIE8 DEDUCTIONS FOA ONE ~ T O
C) O _ Q ~ ~ O REiNFORCENENT CUBIC YARDS ~ W Q. F, X1 "D it ~ h Q ~ ~ PIPE 9PAN iYFDTN HEIGHT 9AR3 "q OIMENSTONS IN SOX BOX ARp SLO&3 PIPE W.YD3, ~ ~ rn y, ~8 D A, rr m aC M ~ N F- ~ ~ A ~ v ~ - - yr, .D, ~ W H LAW Hg~ r~J~ ~ ~ FRAME 8 GRATE ~ ~ f ~ „s.."";~~,~`°'~~:~ ~ ~ `
~ ,r ~ ~ BRICK MASONRY O Q O ~ ±.~x e^ rnP BDTroM Ruu Las. cu. ro$, W x _,.m ~ 2 ~ H EXP. JOINT D A B N NO. LENGTH E F SLAB 9LAB Ff, pF Hf. AEINF MIN, "H" C•S. R.O. Z ~ N m a 5/g DIA. g u = - CONSTRUCTION - N a m v Q Z m O H r = a F r ~ ° z ~ ~ SEF 570.840.54 ~ _ ~ r H ~ H C3 ~ r` i= _ _ _ _ =i , r _ _ nirRiG~"ANO covER z BASE H ~
~ v 1 ~ 8 rr ~ m m W G1 ,y' E" ~ lz" z'•9" z'•u" 2'-3" iz 2'-9" 3'•D" a'-q" u,is7 0.197 D,is3 2z 9.79o a.n15 D.g24 J Z ~
~ _ Z C7 Q O ~l ? ~ ~ 15" 2'•3" 2'-3" 2'-8" 12 3' O"~ 3'-3" 3'-3" 0.188 0,188 0.204 2-0 0.902 0.028 0.036 C7 Q v REINFgROEO CANC.
~ rI iDr, ~ ~ B' 4' ~ x 18" 2'•8" 2'•8" 2'-O" 14 3'•3" 3'•8" 3'-8" 0.227 0,227 0.222 30 1,056 0,033 0.049 w _ ~ 24" 3'-O" 3'-D" 3'-3" 18 3',$" d'•O" 4'-0" 0.295 0,296 0.259 40 1,A34 0.059 4.085 B I ~ . n = ~ ~~i ' ~u~ aS7y~ " ° ~ ° ' P p',° ° h FTR. (SEE 5TD. ~ ~ ~ 5.. f iT{._ _ 1525,01 IF
3O" 3'-9" 3'-8" 3'-O" 18 4'•3" 4'-8" 4'-8" 0.376 0.37$ 0.2$8 51 1.880 O.OB2 0.127 \ L = _ = ~ r ~ f i - - USE YIH A![EA OF STEEL REQUIRED) ~ ~ ~ ~ ~ ~ i IN BASE SLAB OF ~
A NR AN R CONCRETE ANCHOR 3$" 4`-D" 4'-n" a'-3" an 4'.9" 5'~9^ 5'-D" DABS D.4B3 D.333 e4 2.341 8132 9.178 M_SO_._..__Y._._ __CHQ ~ , ~ . m , _ _ 0.12 ,tn2 PEA LINERR . _ _ _ - i W ` ti FpOT EACH WAY
3/g" DIR. BOLT WTTH PLATE 3~N DIR. SENT BAR FRAME AND GRATE INSTALLATION 5 $~F.9AT~ ~ Dowd 4'•s" a'-B" -0'.e" 2z 5'-3^ 6'~$" 6'•e" D.BSn D.$Eq o.379 n a,3ie 9.199 9.243 48° $'^4" e'-4" S'-S" 28 8'-3" 8'-4" 8'-4" 0.743 0.743 0.407 i11 3.823 0.238 0.317
FOR NORMAL GROWN AND SECTFON Y•Y 84" 5'-,D" 5'-,O" B'-9" 2B 6'.7" 3'-i9" $'.19" n,E55 0.556 0.,44. 128 ,.283 9.297 9.4D, SHEET i OF 1 gHEET 1 # 1 SHEET 1 # 1 84° $'•8" 8'•8" $'-3" 30 T-3" T•8" T-B" 1.042 1.042 0.481 145 9,090 0,387 0.495 gHEET 1 QF 1 ~ ~ STORM TYPICAL MANHOLE SECTION SHEET t pF 1 HEEr 1 of 1 GRATED INLET OPTION MANHOLE OPTION SHEET 1 of 1
asi~rr SUPERELEVATED SECTIONS o e~ A - 840.,GJ U~D.LS $4D.~1 BBn 7'-1" 7-1" $;~g° 32 7'.10" B'•1" 8'•1" 1.210 1.2f0 0.818 169 6.917 0.444 n.68O $41.31 840.31 540.52 540.52
DRAINAGE
2 CITY of CHARLOTTE PRECAST MANHQLE 4 , 5 AND
• CITY OF 0 TE • CITY OF CHARLOTTE ' T CONCRETE JUNCTION BOX S 5
LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS C WITH OPTIONAL MANHOLE LAND DEVELOPMENT STANDARDS 6? DIAMETER DETAI~.S
C9.3 9 (~AItIA7TG• INCLUDES CHARtO'1;7'E ETd ~IATTk~. INCLUDES CAARLOTTE ET1 $40.31 340.31 C~'`~ C~IAHIAITC. INCLUDES CHARLOTTE ETl 840,52 _ 1 _ _ TI~~U 4$ PIPE II
v _ z
1 ~"cLe• ° } NOTE: 7 p ~ V NOTED: MORTAR JOINTS S5" +l • 1tj" THICK. Q ~
~Inbo ~a' RAG. YARD INLETS SHALL BE NYLOPLAST ; 1 ~ USE CLASS "B" CONCRETE THROt&OiOUT. H 2 USE FORMS FOR CONSFRUCTIO~! OF THE BOTTOM SLAB, ¢ Q Q
~om~~ _ ----1 ~~bH . 12 DRAIN BASINS WITH CAST mz x'~ i ~ a z i W Q ~ ~ U5E R4 BAR DCWELS AT 12" CENTERS, N a ~ U
~ -a ~ ; ~ DIR. sMOG7H BAR o~~x - IRON GRATES, JUNCTION BOX SHALL 20 nm V V ' < wq wx HAVE SOLID HINGED GRATE. m O ~ -1 ~ ~ OEOUOT FOR PIPE(S) FAOY TOTAL CU. YDB. 05 BRICK YA50NAY. U_ J ~ H Z Copyright a 244$ Design Resource Group, PA, r-i~-IZA PROVIDE RLl CATCH BASrNS OVER 3'•B" EN OEPTR WITH STEPS 12° ~©cA~ Thls plan or drawing and qny accompanying dncumenfe ar = O ~ C~ m ON CENTER. VBE STEPS WHICH GtX,IPLY WITH STD, DRAWING 840.88, LL, ~ 11 ~ aalaulatlone ova the property of Das)gn Resource Group, PA;
„ ~I ~D rl 2 , X Y4'r THICK H- U ~ O ~ t27 CSJ ~ Z ~ CONCAVE IDOL ALL EXPOSEp MORTAR JOINTS. ~ U O O and are Intended solely for the use of the reclpieNlt Rated.
z z v O ~ ~ ~ m c9 ~ RQUND QR SQUARE Ha- Y H" Z M D"""1 C~ F''oF' ~ ~,~I_ .M,. CUT WASHER ~~'E~bw.! C=]O " CiB H ~ J ~ H C~ T U1 Q 0 _ - - U5E BRICH OR CONCRETE BLOCK WHICH C04PLIf3 WITH THE REOUTAEYfMTS H S ~ 2 r' No thkd rt use or math%caHan Is ormitted without Hb OF SECTION 840 OF THE GTANDARD SPECIFICATIONS. W ~ y P ' a ~ A ~ H" tL Nrftten authorigatlon.
n2~ ~ v ¢ bQtn~ C~ i ' 12" r.-~--- -12" ~o ~ 2 -HEX Nl1T Z •H... - ~ n H IF REINFORCED CINlCRETE PIPE I& SET iN BaTTGM SLAB Bf BOX, Rpq Tp SLAB Q ©H Q AS BHC1111 ON STD. NG. 840,00. O rly pC
A „A ` ue EI ~ ,1 FOA S'-0" IN HEIGHT OR LESS USE 8" WALLS ANO BOTTp! SLAB. OYFR Z ~ -{'~'i ~ ~ ~ ~ 8'-0" TO 18`-0" SN HEIGHT USf WALLS AND BBTTON SLAB. A0.103T i^ H f!) O ' v - - WANTITIES RCCOR?INOLY. ~ p
z - C] DETAIL, OF HANDLE CAST IRON H-20 RATED GRATE Z CONSTRUCT WITH PIPE CAOMiS NOTCHING. ' ? 1 I #l
I .~.~m~-~ FOR pETAILS SEE PAGE 46 ~ F M1 CNANPER ALL EXPOSED CORNERS 1" ~ R
1 iyh"CLR. ~ ^ 1~" N3 BARS i'2° ~ DRAWINQ NOT TO SCALE. ` ~ _
CLR, EQUALLY SPACED CLA, ~ a F ~ ~1 ADAPTORS CAN BE Y .INCREASE THE SIZE aF THE 8" OPENING TO B" MA)(„ AS DIRECTED BY THE 1 ENGINEER 0Y ADDING 2" TO THE WgLL NIEGHT ABOVE THE TOP t:LEVATTON. ADJUST W PLAN auANrITIES AccGR03"DLY.
y N INLET AND OUTLET ~ MOUNTED ON ANY ANGLE ~ = SAL
O m PLAN a ~ W ADAPTORS AVAILABLE O' TO 359'. TO DETERMINE MINIMUM ~ ToP BLAB ~ 034267
~ ~ PRECAST DA CABT IN RLACE TOP SLAB COUNTkASINK pART WIiEAE HANDLE I5 LQGATED 1 ~ F-I N ANi3 ALLOW HANDLE TO MOVE VERTICALLY, M 4" THRU 32° ? ANGLE BETWEEN ADAPTORS SEE SHEET 7i z ~ ~ r0P EL~varlaN a„ o m i'p ~ ~ ~Gl: ~4P TOP ELEVATION 2ND OPENING ~ a « LL / ~ U
~ rc~N ca3a' ~ ~ N ~m~N F 2 x n n HANDLE t"~ W w V RID TYP S F OLI ETS Q n O ~ a ~ f N~u, • ~
n N A #4 BARS Y 1" PIPE SLEEVE $ z J H A E D TL ti vI Fi a a WITH WATERTIGHT ADAPTORS a 12 N ~ B" ~ ~ v a ~ Il1lIII Ily~l ~
~ ~ a~ N _ > ~ x Q z 3 ~ - 1° PIPE SLEEVE X 3" LDNG. A a ~ FOR. ~ ~ e" r
~ aB~ n v - ? m ~ W SDR-35 SEWER COA a ~s ~ ( ° ~ ~
~ ~ C ~ ~ PART SECTION ~ ~ CORRUGATED POLYETHYLENE W ~ r W v ~3 eA~s "x" _ THRU COVER gHQYiINp HANDLE ~ v ~ ~ SCHEDULE 40 DWV ~ ~wi
l7 ~ ~ ~ E~UALLLY SPACED - 4 Z ~ z CORRUGATED PVC ~ ~ ' N 1Y2" CLA, ~ D a W ~ ° I I ~ ~ - ~ ~ z i Scale: 1~4T TQ SCALE
~ v ~ ~ ~ ~ ~ RIBBED PVC n~ o: N ~ H r ~ SECTION V-V ~ ~ '9~~ m ,v FNF. a ~ ~ ~ N ~ = Date: AUGUST 6, 2008
f m m Z Z #4 BAR N p W m ~ ~ SECTION X,Xp SEFNOTE SECTION Y-Y ~ ~ N
0 .Q ~ H ~ .-.I ~ C=D ~ NM11 Q w C~7~C7 Q w ~ GD MIX. DLENSION$ AMp QUANTITIES FOA CATCH BASIN (BASED ON NIN. REIQHT, N) ~ ~ ~ r PI'~JBCt IVO.; 041 '115 DIM 5 OF BOX $ PIPE _ REINFOACIRLi~ _ BLAB CU. YOB, CONC. TOTAL BRICK OEWCTI9N B" TTHH• T ~ J
'~y° nu wmz >x= ~ ~ i~" CLR, N4 DAAS Y „_i~" CLA. M ~ O PIPE BRAN WIDTH HEIGHT BARS - X BRAS - Y TOTAL UIMENSIONS IN BOx MASONRY ONE PIPE OPEN Z
p y E4UALLV SPACED ~ D A 8 H NO LENGTH NO LENGTH L8S F B TAPS ear.sLAa TOTAL_Pf.RFf.N1,T01,RNiH _C.3. _R.G. CU.YpS. U1 ~ {~8YIS1©l~S: N 12" 3'-6" 2'•3" 1'•10" 5 8r-44~~7 q'-T° 2B 4-t0" 3'-T" w0.21d 0.321 0,535 -0.359 0.868 0,020 0.037 0,043 E"i '
a a - H3 BRAS °K" $n b ~ 1b° 3'-8' 2' 3" 2'•1" 5 3'•4" 7 A'•7" 28 4'•}p" 3'.7" 0.214 0.3,21 0,535 0,350 0.744 0,031 Q.OB9 0.043 a~ 1, 11.12.08 PER CMPC REVIEW 18" 4'•0" 2'•8" z'-a" 6 3'-9" _9 5~~1" 36 5~-4" 4'~U'r 0.263 0,395 0.858 0.39b 0.938 0,044 O,OB1 O.OA9
u, ~ ~ NOTE: „ ~ 24" 4`•0" 2'-8" 2'-10" 8 3'-9" 8 5'.1" 38 5 ~4 4'•0" 0.283 -0.396 0.858 0.395 1.138 O.QTB 0.134 0.049
o .OWE ~ 4 SECTION W-W ~A+1~L r6 PVC PIPES TO BE 0.477 0.705 0.438 1.472 0.122 O.t99 O,Od9 30" 4'•0" 3'•B" s'-a" 6 4'•7" 10 5'•1" 44 5'•4" 4'.10" 0.318 38" 4'•B" 4'-O" 3'-10" B 5'•1" 11 5'-T° b2 5'-1D" 5'-4" 0,384 9.578 0.98p 0.408 1.879 0.178 0.278 6.058
E 2 gHEET 2 # 2 SCHEDULE 41~ PVC 'P~2~ MAXIMUM z 42' 6 Q" 4 •B" 4'-4" 8 5'•7' 13 8'•1" 05 6'•4" b'-10" 0.458 0.684 1.140 0,538 2,340 0.240 9.371 0.082 SHEET 1 OF 2 4B" 5.0" 5.0 4'.10" 8 B'-1" 14 8'•1" 71 8'•d" 6'•4" p.49b 0.743 1.238 0.559 2.726 0,313 0.478 9.082 SHEET 1 OF 2
awn nr (TYPI(`,AI ~ RECOMMENDED ~ gf
OVERALL HEIGHT 70' ~ 840.05 U40.05
a 9 • CITY OF CHARLOTTE 6 • CITY OF CHARLOTTE
~h LAND DEVELOPMENT STANDARDS 3 • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS
SID, K~ LAND DEVELOPMENT STANDARDS 12YARD INLET C9.3 ~Ars~p~•~~ INCLUDES caaxLarrE eri C9.3 aHARUWM_ INCLUDES caasLOTra sri C9.licHmuom, ~ Sheet C9.3
LD L. - INCLUDES CHOLOTTE ETJ

20' FOOT W11NfEN0.NCE ACCESS 2O' IU~NiENAIECE AC POSE CONSTRUCTION
16% I~iAlfpiUM LONCIIUOINAI SLOPIE CONTROLS EASEMENT (PCCE)
AWNTENIWCE ROAD gip AIUNfEfiIANCE ACCESS RAID 5% lMX. CROSS SLOPE 1' TO 2' A13C1'E NIGN WRTf,R FIFYATISNi
W H RACK 6" MIN ~ wA ELEVA ~ OUTLET STRUCTURE ITH TRAS ,M,v
LITfORA1 SHELF W WETLAND 3:1 STAB~ZED SLDPE FREEBOARD FROM TEMP. POOL ELEV. - I • ALL BERM SLOPES TD BE 1. 4-8 INCH LAYER OF AMENDED ~ ' ~ ' STABILIZED wfTH GRASS.
PLANTINGS, 10' MIN. WIDTH to Four LIITDW~L St#LF 1, SOIL 15 RECCOMMENDED ON y~ rnad .
INVERTED WATER QUALITY ORIFICE RERMANENt POOL ELEVATION LOCATED THIS SIDE (5EE DETAIL) 6 FREEBOARD LITTORAL SHELF AREA WHERE M~~,v ~ ~ a . . " {a ,n:• PLANTINGS ARE REOUIREd (SEE s 3:1 SLOPE
501L PARAMETERS IN BMP ' ; ' ~ ~3:1 SLOPE
50 YEAR EVENT EMERGENCY WEIR STORMWATER STORAGE ~IF USED DESIGN MANUAL) 2:1 SLOPE ' # ir, •l
' SECTION AT MAINTENANCE ROAD ACCESS AND FOREBAY ~ _ 6" MIN. FREEBQAR_ 2. PROVIDE 20 ACCESS EASEMENT ' ,*A ~ ~ . ~ ~ 4+ TO CONNECT wETPOND " ~ ~ • ~ ?Ca
TEMPORARY POOL 4~' EASEMENT TO DEdICATE4 RIGHT « * " * * » ' ~ ~ ~ ~ ^ ~
ti~ z:t STABfLIZEA SLOPE - _ 5 MBANKMENT FoDr MAINTENANCE Aces dF wRY• ACCES5 ROAD SHALL ~ HAVE MIN. 12' 5TABILREO •;R ; * ~ ~ W
PERMANENT POOL 6 ~A 2 MtN. STA61LJiED yy~E~ ~~p 6 MfNk~liJkl FIRD ALgNii IWMEWVNf,'£ ROAD WIDTH, MAK. LONG. GRADE OF • •PERMANENi • POOL • ~ t>r~ODb' . ~ ' ~ 0 ~ ~
_ _ _ _ _ 5% E 15X, MAX. CROSS-SLOPE 5X. ~ : ' SEDIMENT ' • ' , ~ v ~ PROTECTION ~ ~ ~~T/^~
ANT]-^SEEP NIGW wA1FR ELEVATION 10:1 SLR
MAIN POND 1 '_p^ COLLARS I~t a:t ~ ~ outLEr RIP RAP INLET ~ ~ #.~"•:r.~'•' ~it~,. '1 ~ * ~ ~ I~~I ~
PE1tMANEM POOL E1EVArroN N ; . ~ :1 SLaTa
f 'F • k " ~ ~ . k MAINTENANCE DRAIN 1"""'1 W A ~
BACK OF OUTLET STRUCTURE LOCATED AT TOE OF i0:i SLOPE ANTI-FLOTATION PAD .'~'C~CR. • * • w • VALVE (IN BERM) ~ V L U
DUCIILE IRON MAINTENANCE tD' IJfTORAI SH.
DRAIN PIPE WITH SLUICE SECTION AT STORMWRTER OUTFACE
GATE OR VALVE. {OFFLJNE
FROM OUTLET' AND LOCATE VALVE IN BERM) O.5% SLOPE MIN. R/W , . ~ v 1 ~ U~ p
STRUCTURE POND PROFILE a:t STAtiliJl<n ~ MuNrauNC~ Access RAAO S<APE 20 MAINTENANCE ACCESS 1 tp 2 A~4E TncW wAIER ELEVAT[ON POND MAINTENANCE INFORMATION ERGENCY SPILLWAY r7 MUST BE POSTED AT SITE ~ " MUST BE LINED AND STABILIZED ~ ~ ~ A Q',
µts~' IAN. sue~rffn 10' MINIMUM LENGTH) ~ W ~
STRUCTURE 57fiCC SLOPE PERMANENT POOL ONAL OUTLET STRUCTURE MAY BE DESIGNED AS 50 YEAR
3:1 STABILI7~O SLOPE ~ WALER k1EYAT10N 20' ACCESS OVERFLOW IN LJEU OF EMERGENCY C"'i [ W U
1 ~_0„ EASEMENT TO PUBLIC SPILLWAY. ~ C-'
a PERMANENT POOL ELEVATION
WETLAND PLANTING ON ~ W Q~ 1 d FOOT 10:1 LITTORAL ~ r -1 ~
WATER QUALITY ORIFICE PLAN VIEW SHELF AROUND PERIMETER ,~.1.,~ ~.T..~ p
~ o
WRIER QUALITY ORIFICE DETAIL SECTION AT OUTLET STRUCTURE
NOT TO SCAL. NOT TO SCALE '0 SCAL NOT TO SCALE ~
• CI Tx Ok' CHARI,oTTE CITY aF cHARI,OTTE W ET P 0 N D 5 WETPOND 3 ~ • CITE 0~' CHARLOTT)ti
_ LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS CROSS sECT~oNs LITTORAL SHELF AND BERM DETAIL - ~ I~ND DEVELOPMENT STANDARDS W ET P Q N D PLAN
C9.4 C9.4 ~~F• AVCLUDBS CHARLOTTE ETJ BMP FIG. 4.2.4 ~~,p$ ~ CHA[tI,4TPE„ INCLUDES CHARIAT'~ ~T'd 6MP FIG. 4.2.3 21,07' 2 4 BMP f1G. 4.2.2 21,07' 2 CF~.a`>r~. rnCI,W~s CI~ARI,O'1`fE E'cd 21.05 2
3,6" ORIFlOE
INV. ELEV. = 627.58 -
EMERGENCY OVERLOAD-24' BRDADCRESIED WEIR - EL=629.58 25 YR WS ~ ws ot1T1~r sTRUGTURE WRH TRASH
50 YR WS ELEV = 629.33 EL = 629.08 629.08 RACK, s" M1N. FREEBOARD FROM TEMP. POOL sw urCe ~rpup
50' 10-YR 6-HR STORM WSEL = 628,80 RIP RAP BERM AND tvEfft LITTORAL, SHELF W WETLAND
0.25 1-YR 24-HR STORM WSEL = 628.44 ~ YEAR E4ENf CLASS B RIP RAP , ORI ~ pLANDNGS, 10' I/IIN, N7
STORMWATER 5'fORAGE 15 MEN. DEPM, LOCATED THIS SIDE SEE DETAIL EMERGENCY WEER /~Iyy`~,,,, ~~~~~1u/M++~BI~BG S~A6~ SI~A ZUi'
/ IF USED wbl~Ott9, Ali
1-IN 6-HR STORM WSEL = 627.58 ~ TEMPORARY Poor' PERMANENT Pool e' EMBANKMENT 704,343.0608 laX 704,368,3063
2._0„ PERMANENT POND ELEVATION = 626.50 HEADWALf. WWW.(~~.CDm • -O ~ww~
5.5D' x a.25' RECTANGULAR ORIFICE
INV. = 628.44 24" ROP i L~
OUTLET 1.60" INVERTED 1.60" INVERTED PVC PVO WQ ORIFICE ;RTED - -1 - I I I I ~ I I =r~* ,D:1 ANTr-SEEP ~IF1CE STORM INLET 10 LTTTOTt4t SHELF ay~ COLLARS
WATER QUALIT • k.$.,,. Jam'. ~t ° II~~~
INV. ELEV. = 626.50 ENERGY fNSSIPATOR I ~ -1 ~ -1 i -I I I =1 ! ~1~- - 2:1 SLOPE STABILIZED - ~ ~ fy~j'
L 6"X6"X1/2"X8" TO POND BOTTOM ANTI~FLOTATKN,I PAD ' V+r+~ M
COMM. kNGLE ~DiMENi FOREBAY BACK OF OITfLET STRUCNRE DUCTILE 1ROH MPJNfENANCE LOCATED AT TOE OF 10:1 SLOPE DRAIN PIPE wrrH SLUICE o ~'a__j"~
3/4" DIA. HILTI KWIK BOLT. a a OPEN TOP MAIN POND GATE OR VALVE. {OFFLIHE J,I~L 11~iL1.1ai1~
4" EMBEDED (2) REQ'D. PER .I ,i BROAD CRESTED FROM OM.EI' AND LOCATE VALVE IN BERM) 0.5 X
ANGLE t` fO RECTANGULAR WEIR POND PROFILE s<a~ MiN.
12"
24" RCP OUTLET PIPE _ 618.OD , W/ ANTI-SEEP \ ~ ~ ~ ' ~ ' ~ NOTES:
~ / caLLARS 1, 4-e INCH LAYER OF AAIENpED SOIL IS REOOMMENOET) IN ANY AREA WHERE PLANTINGS ARE REQUIRED {SEE 8MP OE51GN MANUAL).
AT 1.60% SLOPE ~ f ~ 6 0 / / / 1, " INV, = 618.12 7 -0
ToP VIEW
NOTE: PROVIDE STEPS IN ELEVATION 8'XS'X1" CONCRETE ANCHOR FOOTING
2.0' MN. STRUCTURE PER NCDOT NOT TO SCALE WET
STD. N0. 840.66 (3000P51) WITH 10X10X6/6 WWM NOT To scALE
MIN. 3600 PSI NOT TO SCALE
A I CONCRETE OPER TON ANQ MAINTENANCE NOTES: P4N~
1. DEBRIS AND LITTER CONTROL CHECKS FOR INLET, OUTLErT AND ORIFICE 4 OBSTRUCTION AFTER EVERY STORM PRODUCING RUNOFF. ~ " CITY OF CI~AREOTTE
WET POND WATER UALITY STRUCTURE DETAIL 2. PROVISIONS FOR ROUTINE VEGETATION MANAGEMENT/MOWING AND A SCHEDULE 4 LAND DEVI'iI,OPMI';NT STANDARDS W ET P O N D P R 0 E 1 L E ~~.4 BMP FIG. x.2.2 D~TAILJ
FOR THESE ACTIVITIES. . 3. CHECKS EVERY 6 MONTHS FOR; p' , . a~[A~.m°i~. ~cL>~~s c~tt~oTT~ ETa 21.06 2
1. SEDIMENT BUILDUP AND THE NEED FOR REMOVAL
2. EROSION ALONG THE BANK AND THE NEED FOR RESEEDING OR STABILIZATION ~ + 4' 3. EROSION AT THE INLET AND OUTLET AND METHODS OF RESTABILIZAIION I~
4. SEEPAGE THROUGH THE DAM f I i•
5, OPERATION OF RNY VALVES OR MECHANICAL COMPONENTS ~ , ~
11-
ANNUAL INSPECTION NOTES: - INSPECTIONS SHOULD INCLUDE AND ADDRESS THE FOLLO'MNG: Copyright Q 20x8 T]esTg,t Resource Group, PA Thy plan or drawing and any accgmpgnging documents or
1. OBSTRUCTION OF THE INLET AND OUTLET DEVICES BY TRASH AND DEBRIS 24"2 RCP calculations ore the property of Dealgn Resource Group, PA; qnd are Mended solely for fhe use of the recipient noted.
2. EXCESSIVE EROSION OR SEDIMENTATION IN OR AROUND THE BA51N ~ + 4"T' 3. CRACKING OR SETTLING OF THE DAM No third potty use or modlflcatlon is permlttad vdthouf
4. DETERIORATION OF INLET OR OUTLET PIPES wr€#en autfiaizatlon.
5. CONDITION OF THE EMERGENCY SPILLWAY ANTI-SEEP COLLAR pETAIL 6. STABILITY pF SIDE-SLOPES
7. UP AND DOWNSTREAM CHANNEL CONDITIONS WET POND WATER 10'-•0° MIN,
8. WOODY VEGETATION IN OR ON THE DAM y~pTH OF FOREBAY WEIR= 4' QUALITY STRUCTURE 10'-~ 0"
LENGTH OF FOREBAY WEIR = 20` LITTORAL SHELF =LF 1~z~1-•--'1J2 MAINTENANCE DRAIN VALVE /~i
TDP OF THE FOREBAY WEIR ELEV. = 626.5p w
~ MAINTENANCE DRAIN VALVE v
~ 1 TEMP RA Y P OI EErEVATlON629.08 AN1I-SEEP GQLLARS BOTH ~ SEAL PIPE5 ~ 50' AND 7D' w D34267
a WIDTH OF FOREBAY WEIR=4' 1 / /2 TOP OF FDREBAY 6" ABOVE 3 LENGTH OF FOREBAY WEIR=20' BERM ELEVATION ~BOVE 1 FROM WET POND WATER ~ ~ ~ ~ ~
TOP OF THE FORBAY WEIR ELEV.=626.50 = 627.50 PERMANENT POOL ELEV. ' PDDL ELEV, ~1 ~ ~ F 2 QUALITY STRUCTURE ~ 3 /jai jti~l N~E~Q~,~~
~ SEE SHEET C-8 PHASE I STORM DRAINAGE r~^ ~r
~ LAN FOR THE LATERAL LIMIT OF THE RIP-RAP N PERMANENT POOL ELEVATION = 626.50 1 ~~~11iiii~ i i ii~~~~`~
N 6 6 B LDW
~ 1 „ PERMANI ~ 2 CLASS B RIPRAP 1 1 6' NON-WOODEN STAKE EMBEDED 1,60 INVERTEp PVC PERMANENT PDDL ELEV. VEGETATIVE FILTER STRIP 30' MINIMUM
~ 15" MIN DEPTH 2 2 4' MIN, IN GROUND WITH WATER QUALITY ORIFICE Scale: NOT TO SCALE
a 6' NON-WOODEN STAKE EMBEDED CLEANOUT MARKER AT 621.00 INV. ELEV. = 625,50 z T pate: AUGUST fi, 200$
g 4' MIN. IN GROUND WITH 1NV, = 618,00 1 70'/24" RCP OUTLET CLEANOUT MARKER AT 625.25 2 -PIPE AT 1.60% SLOPE ,E ;;1:
BOTTOM OF POND INV. = 618.12 CLASS I Project Na.: 041-115
ELEVAl1ON = 61$.00 „ ,r f 00LF 8 DIP ®1.009' RIPRAP o
~ FOREBAY DRAIN ~ ~ 1 ~ /j \ f Revisions' . .i. 14~
a TH VAL BOTTOM OF FOREBAY WI VE 1. 11.12.08 PER CMPC REVfEW
~ ELEVATION = 621.00 5EE SHEET ~ C3,2 FOR 1' MIN. 5Q' -5Q' - 20'----~- OUTLET INV.
~ SPECIFICATION SEDIMENT FIELD TESI'1NG WILL BE NECESSARY TO DETERMINE a STORAGE DRY DENSITY COMPACTION REQUIRED TO PRODUCE 617,p0
ENFILTRAI'ION RATES NOT 70 EXCEED K=0.1 FT/DAY 3 m nr-innn nrnTin?i s'f1R TtJ~ IA! CITII C(11i OUTLET INV•
I.KVJJ JtI:IIVN 617.00
NOT TO SCALE
a 6 WET POND CROSS SECTION
C9.4 Sheet C9.4

a ~ F, + ~ a ~ BUILDING a
1'-6" SQ. POURED IN HAND " " NOTE: ~ ~ C] CLEANOUT SHALL BE "dOSAM" ~i5868O-C06 CAST ~j
2 12 HAND z PLACE OONORETE PAD PLACED PLACED Bn D„ ~ ~ BACKFILL BACKFILL ERON IN 12" X 12" X 6" CONCRETE PAD ~ ~
w ~ _ 1/2 D ~ r~- ~y
V1 W v 1 [W
VALVE BOX I o ~ 1/2 D ~Qp ~s°° ,3q~nl3s~PO STONE -r VALVE BOX 4 ~a"a~~sp~ss~ ~°~°~°sns CLEAN-OUT PLUG
C0~ CLEAN-OUT BOX ~ J ~
NAND TAMPED TYPE A
TYPEB WATER LINE - - ~ ~
WATER - _ COMPACTED EARTH OR ASPHALT ~ H ~ ~
„ „ SEWER (AREAS OUTSIDE OF CONCRETE SIDEWALKS) ~ ~ Thy U
18" 3,000 PSI CONCRETE PRD ~'y~ ~ W (12x12"x6'~ ~ ~ ~
Q'i
PLUG FOR BUILDING ~ ~ ~ h
CONNECTION ~ ~ ~-I l„/ Q
HAND
PLACED 2" ~w ~ W
BACKFILL °°°~n~n°n en o$a$$gao8$a G~ W
STONE $"°°n e$°ao°vge° Vy0+~4.° P° yan°pO C ° g"na°q°' gjr n Q $ajog 5'-p" SERVICE WYE FOR IN-IJNE CONNECTION ~ O AND AT BUIDING CONNECTION ~ ~ Q
C .nPp~ +a~6ogyPP n$pgn;a n ~aT s o°~" P"~"P "ee? ° is s°sapna . PO R CO C. AD ARD ND n n' gI,"°`~"ss*"° 1 U N P U VALVE BOXES IN SHOULDER OF
ROAD FOR PROTECTION AGAINST MOTOR GRADER BLADE, NOTE: CONTRACTOR SHALL USE A LONG ~ ~ W
2, PRECAST SECTIONS AVAILABLE UPON APPROVAL BY ENGINEER, SWEEP AT THE END OF UNE. 1"~1 p
TYPE C W v
TYPE C FOR SEWER U ~
7 4 1
VALVE BOX PA D TRENC BEDDING CLEAN-OUT DETAIL
C9.5 C9.5 C9.5
ONCRETE BLOCKING UNDISTLA26ED EAR
..GATE VALVE SEWER (UNDER) I I 2 -D"
' ~ ONCRETE~-~~ b': CONCRET ' ~ I ~ i~ a 4'+• ,I, ,'P I 4'
. , ' BLOCKS 61.4CK ' ± ~ ~ ~ • 14'-4" MINIMUM , ,4 ATER LINE EX. OR FIN. GRADE p 14'
d ' WATER (OVER) SEWER B" WATER LINE ; . ' I I FIRE • WATER ~esouro~ Group
4 ONE JOINT
F PIPE ' I I O ~ w~~ ~~aa s~~t, ~ ~
Cha~otte, NC 26ZO8
45` OR 22 1/2 DEGREE BEND fHX TQ4,~~.~
www.~'~p,com
0 SEE WATER & SEWER ~p
> POL;~ED CONCRETE BLO `a z ~q PLAN FOR INVERTS r'
WATER .I ~ , m 4 0
d , , A . ~ POND - - - . ° • ' "q: CON ET a ~r~II ~II
' • ~ A ' DISTURBED EARTH ~ pp Z sEe NOTE I rc ~ BLOCKS y ~ q SERVICE WYE FOR IN-LINE , ~ ~ CONNECTION AND AT BUILDING ~y
. WATER SEWER 0~ CONNECTION
.a ID'-4" MINIMUM A,: SEWER c
~ • i1~J<L~
PouRED coNCR~rE BLOCKS a
z'-o" 45' OR 22 1/2 DEGREE BEND
(UNDER) SEE PLAN VIEW FOR LOCATIONS
' ` , ~ GE,~ERAL PIO~FS; "L' A' ~ n
' s 1. WHEN WATER MAIN 15 ABOVE SEWER> BUT LESS THAN 18 WATER D.I. SEWER (OVER) CLEA WATER & SE R MAINS SH L BE CONSTRUCTED N~T~S o. 6 REINFORCING R, WE A L IRAN 18" PVC OR DUCTILE IRON PIPE RUCTED 5EE 6" LATERAL (TEE) DETAIL
1. POURED IN PLACE CONCRETE SHALL ~ ' RODS WITH NOOK ENDS I'-6" MIN. OF DUCTILE IRON PIPE WITH MECHANICAL JOINT FOR R ~OR A FOR CONNECTION
~ CLASS 3000. . ,P :a SEWER LATERAL DISTANCE MEASURED AT RIGHT ANGLES TO THE TO THE SEWER.
2, LEA1/E JOINTS CLEAR QF CONCRETE , ~ ' SEE NOTE 2 SEWER OF AT LEAST 1 O FEET ON EACH SIDE OF SEWER. FOR EASY ACCE55. 2. WHERE WATER IS LAID UNDER SEWER, BOTH WATER AND ER AND
D,3. WATER SEWER PIPE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH MECHANICAL JOINT. :IRaN WJ~ITEI~ dC
S~NIT~RY
8 5 2 AN SEWER
TYPICAL PIPE CROSSINGS AND PARALLELS CONCRETE BLOCKING S ITARY SEWER LATERAL DETAIL
C9.5 C9.5 ~ C9.5
DETAIL
Re©uDEP PRessPRE PRINGpLE AsseMBLr
IE~M RIM TANDARD CAST IRON FRAME and COVER NDrES,
SHUT-OFF VALVE pl SHUT-OFF VALVE ~2 AESRIENT SEATER CATS VALVL RES<DENT SEATE6 GATE VALVE 2" MAXIMUM r SEE STD. DWG. NO. 20-2 1. MANHOLE RISERS AND CONE SHALL CONFORM
wtm NANOWHE€L OPERA70A, NTI}t NANOWr1E£E OPERATOR SEE ROTES d1 & ~9. SEE NOTES /2 & ~J. BET} IN 1/2" MINIMUM MORTDR Co rr t a 2008 Desi o Resource Grou TO ASTM SPECIFICATIONS C-478. PY g P, PA This plan ar drawing and any occompanying dacumants ar
CHEC!( VALVE ~ 2. JOINTS BETWEEN RISER SECTIONS SHALL C91alilatlIXl9 afe tt18 praparty Of ileslgn R09Wfae Group, RA; ~ - 1/2^ THICK cEMeNr MoRTOR PLASTER HAVE "0-RING" GASKETS OR ALL--WEATHER and era Intended sdely far the uae of the reciplen# noted,
TEST COCK i~ CHECK VALVE ~2 SEE NP1E IJ4 b ~ BUTYL RUBBER IN ROPE FORM MAY BE USED. No third party uae ar modification la permitted wlthou#
RE3IRAINE? JOINT ~--CLASS 4D00 CONCRETE written autharizotion. A 3, 0-RING JOINT SHALL CONFORM TO ASTM
SEE N61E ~5 ~ 4 C--443,
y REMOVABLE ~ INSULATED ENCLOEURE „p ~ ~ N17H ?RNH PORT& 1 ~ 4. STEPS SHALL BE CAST IRON, ALUMINUM OR Ili
Ftow-- a b ~ , ~ PLASTIC COVERED 3/8" STEEL ROD. ~1~ 1//
7 a` WCTILE IRON PIpE OR tv ~ ~ TYPE K OR L CPPpER Q+ SLOPE GRPUNO ~ N~'NC {pR MfN. OF 6' N P I ~ 5. FLEXIBLE, WATERTIGHT, SYNTHETIC RUBBER Q
i+i • ~ AWAY FROM 12" MIN, RELIEF VALVE CN EACH ENO PF AS$EMB!,Y• ~ ~ CO41R 50" MAX WTLET SEE NOTE ~5 P ` SLEEVE AND FLANGE OR RUBBER GASKET E ~ ~
.t h ' ~ WEDGE SHALL BE FURNISHED FOR EACH PIPE '
~ VARIES WITH 22 i 2' BEND PVQ!OR DIP REU~TYnL~TO~PnEr b CONNEC110N OPENING. = SEAL , VOID SPACE MU5T BE GROUTED AS OUTSIDE ~ 034267
vj l1PpORT, PAP ANP p ~ ~ DROP WELL IS CONSTRUCTED. ~F~'~, !~'~~~;'41~
OR 8" PVC CR REq P 6 BY~SYSTEMAPE~GNER php MANHOLE STEPS 7. PROTECTIVE WALL FOR OUTSIDE DROP TO 8E A ~~~~,"/~IN~~'
RUOIILE IRON PIPE 0 RESTRAINED JOINT h , ~ MINIMUM OF 4" BRICK. ~///~~"~~'w
W SEE NOTE ~s ~ir~~~l~~ti~i~
~ ~l4IE~. 1, CLAY TEES REQUIRE COMPRESSION GASKET TO PROVIDE SEAL FOR PLAIN GMu
ZOMNG REQ~IREP BPA ~-~.l~..~ END OF 22-1 2 DEGREE BEND, sETeACK ADaVE cROUwP I.~-~C.l~. ' WALL GROUT ~ ~
z 2. IF THE LATERAL NAS LE5S THAN 3' 4F COVER, TWE LATERAL MUST BE 1, ALL BACKFLOW PREVENTERS SHALL BE ~ D,LP. 1LL BE ~ Scale: NDT TO SCALD LES, p ~
0 3. 7EE AND BEND TO EE FULLY ENCASfD IN X67 CRUSHED STONE. PROPERTY SEE PER APPENDIX B OF THE NC RULES, 4, SDR 35 PVC PIPING REQUIRES TYPE III GRANULAR BEDDING. LINE NOTE ~ ~ ~ 2, $ BACKFLOW FDR 51TE SHALL BE FEBCD 3E FEBCO P Date: AUGUST 6, 200$
~ 5. THE LATERAL MUST BE INSTALLED PERPENDICULAR TO THE MAIN. cMUD 880 OR APPROVED EQUAL PER CMUD ;MUD 5" ~ ~ ..A.°.. ~ ~ _ 2• SLOPE
a NOTES: METER APPROVED ASSEMBLY LEST. ~ 1. REOUCEp PRESSURE PRWCIPLE ASSEMBLIES (RP) MUST CONFORM Pl1plIC TO CMU SpEC.`F1CA119N S. REFER TO CMfi APPROVED LIST CF BPA'S. WATER x rtu_ ,4,-0• INS. DIA. f~ Project No,: 041--115
Z. C1dU APPROVED RP INCLUDES SHUT-OFF VALVES di AND ~2 AS MAIN ASKET
R~ 3, FlRETL~ SERNCESMSHALL HAVE OUTSIDE STEM AN6DYONE~(DG & Y) y MANPWHEEL OPERATORS, IF SERMNC FlRE SPRINKLERS, TAMPER SINTCHES SECTION MONOLITHIC BOTTOM ~ ~ RE~ }~evl51ofl5:
ARE REOUIRED~ a. TEST coDK Mt sHAU BE uP5TREAM DF $HU7_OFR vALV€ ~I ANP Is TYPICAL LOCATION REQUIREMENT PART of THE APPROVED AsSETJBLr, FOR ABODE GROUND INSTALLATION ~MaNOUTHIC CONCRETE BASEw 1, 11.12,0$ PER CMPC REVIEW
S. PIPE MATERIAL AND FlTTINGS SHALL BE AS SP€4JFIE4 IH CMU STANDARP$ N T S ~ SPECIFICATION, ALL JOINTS SHALL BE RESTRAINED N1TH MEOALUC Pl-ACED ON UNDI5TUR9Ep EARTH
RESTRAINTS DR APPROIkD EWAL a, 8' - 10' RP SHALL BE SURPORT€D Ai C€NT€R Vwm BRICK PEP€sTAL CI~lRI,D'fTE-kiECKLEN$URG ANO SHALL NOT BLOCK RELIEF VALVE DN DAMN PORT. PO[~RED IN PLACE BOTTOM ..JOINT DETAIL
7, INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE UTILITIES INFORManaH.
~ a. a<L- 1 ncATloNS rriR RPA's RPanRr nlu Anrmnvm- ,nT~ PROTECTION AIVIBION °
i a THERE SHALL BE NO TAP$ FPNC BRANCHE5, UNAp"UVED „a.nnaca~va ar.~, avvaaan v.nzcvauavn BYPASS PIPING HYDRANTS, FIRE DEPT, CONNECT10N POINTS, OR _
p OTHER WATER-USING APPURTENANCES CONNECTED TO THE BACKFLOW PREVENTION SUPPLY QNE 6ETWEQN ANY WATER METER AND ITS STANDARD DETAIL
,~`i CMUII-REQIARED BACKROW pRfVENIER. 0. EACH CMU-REWIRED BPA IS REQUIRED TO BE TESTED BY A R~J~ PRESSURE PRgVCIPLE
SYSTEM N SERNCE RnFIED TESTER PRIOR TO PLACING THE WATER SLY (RP) 2-1/2'-10- 9 ABOVE GROU
6 LATERAL TEE - Y W;r;L;a:lw ~mimw I 3
PRECAST CONCRETE MANHOLE
C9.5 C9.5 c C9.5 Sheet C9.5

~ w
o< <
o ~
~A ~
m~ A V1 ~ ~ ~ N
r C ~o
m ~ TOP OF PIPE * 643, 45
PIPE TO RETURN TO W~
TYPICAL DEPTH (4') PER ~ DETAIL 5/C9.5

~ ~ CA a TOP OF PIPE ~a~
S~, ~ X640,85 ~p C~~ ~A~
~ ~i
a,~ 9~,~ a ~~w
9~, ~ ~ C~ c~ o
F
SEE DETAIL "A-1" TOP OF PIPE
X644.49 ~w
5EE DETAIL "A-2" xx
TOP OF PIPE ~ ~W~
f641.O3 ~ o U~ o
TOP OF PIPE t641.D3 ~ Ix ~ ~
TOP OF PIPE w~
1644.49 Q
LEGEN D
BFP (FIRE) ~
45' VERTICAL BEND (UP) ~
45' VERTICAL BEND (DOWN)
BFP
{DOMESTIC}
FLOW
~csource Croup
WATERLINE CROSSING PLAN
NDT TO SCALE West l~oral~aa ~~t,
Charlotte, NC 28208
T04.3b3.0808 fax [phone]
wrrw.e~'~pcom a
~~8CBp8 ~C~#9C~9
o-
Qrba~a Ae~ign
e
~Ivil ~ria$'
0
Land Pla~ng
WATER & STORM
8" REDUCED DRAINAGE CROSSING
PRESSURE BACKFLOW ASSEMBLY INSTALLED
ABOVE GROUND
WITHIN ENCLOSURE DETAILS
PROPOSED GRADE gg6,89 PROPOSED GRADE PROPOSED GRADE GRADE 647.49 PROPOSED GRADE
PROPOSED GRADE PROPOSED GRADE
ELEVATION Al30VE 12° ELEVATION ABOVE 12"
RCP STORM DRAINAGE AT WATER CROSSING RCP STORM DRAINAGE AT WATER CROSSING
3' 3' 3' Copyright 0 2008 Design Resource Group, PA This plan ar drawiag and any aaaampanying dacumenta or
calcufatfona are the property of Design Rosaurce Graup, PA; and are intended sdaly for the use of the redplent noted,
TOP OF PIPE 8" PVC WATER LINE No third party use or modiflcatlon fs permitted wkhout 45' BEND written autheaization.
644. D DOMESTIC ~ 1 ~ 6'
a _ 12" RCP _Ow STORM DRAINAGE 6 _6. FLOW
FLOW FLOW 0 ~ 1E II
90' BEND
S N
wv, s42.1a BEGIN DUCTILE IRON PIPE PE CONTINUE DUCTILE IRON PIPE I _
~ 12" RCP 5 BEFORE FIRST 45' BEND TDP OF PIPE STORM DRAINAGE 12" MIN. TO BOTTOM OF PIPE ND INV. 642.28 5' PAST FINAL 45' BEND ~ ¢ SEAL
~64a.85
n to z TOP OF PIPE 12" MIN, 034267 TO BOTTOM ,y'. f 12~:~(~~ 641,03 OF PIPE ~,~~'•~'GlNE~•'C~y~
o FLOW 8" DUCTILE IRON WATER PIPE -FIRE
c~ W 9O' BEND 8" DUCTILE IRON PIPE !/,f~7~~~, ` 11~q~~~`~
a z
45' BEND
p x
0 Scale: NOT TO SCALE
a pate, NOV. 12, 2008
~ FIRE WATERLINE CROSSING
DETAIL A-~ pOMESTIC WATERLINE CROSSING Projecfi No.: 641-115
NOT TO SCALE p~TAI~, A-2, Revisions;
d u NOT TO SCALE
a
N
tl a
m
S
6
0
Y v7 Q Sheet C9.6

S~
SUl3MITTl~L'C1ATA SI.1;=1'T
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''S; 9?" Dfa. Nr+ln FPr Sum ~ 2.t aging EPDMASFM.p1000 ~ g P By 8rlck Pedestal tq 2,2 f:~p Srcgw Platt!d Ste°f ~ 2,7 HRx Nuc F4atod St°uI y/~~~ ~ ~
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' ~ ~ ~ 3a An~stir.ix,l`~NtA tfaF,%i { - P Cotc Volvo & CMUD Stamford a tarn B584A? CS9rA0
Vafvo Bvx ~ ~a4', I I ~f,~/ WA7£H~dIA11hl rr, x - a;t ltnahinq~,,wino Fln AcMal Reran o I ~ 1•A ToC Or - Ir SI '4,2 JNlrryftll 'dPhJJ _ Y ~ r * ~ f"~1
b wl \ l ~ 3m M dl.l ~ I ~ ~ .Topping 5rca~ , Iletaunrgckc 00256 ht nolaa~inacbP ~ao25s CElTiFED 4 ~ ~ ~ >s ~ ~ - ~ I
o G ChedcDi3k En0M0AatcdCP,a5 i ~ ~ ~ x FLOW Uucnl9l:anwrth 0 ~ ~ a p~r~c~ s~:cr~nrl,~r.A~.umr>vrrm ~1vc~asur~w;s. ~ c[; , , ; ~
F ~ a +p ~ 4i a°,t ` $f 1al 9 9 1p,1 L~ 1 1. 74 19 to A%~ tYAe v~a5~ sl°m - - - - - 7 Lo°d f in U+1S9.NI-w G6t306 z , ~ ~ ~ ~ SCECIFlC~1i'iON: n ~ r I~f~,~• YH~^"~ ~ ~ F~ y~
- ~ 6' Olt 8' AIP W f - ' at 8 LwrSArPtgHOtrc Ii58aWlq,'1;83870 Open Rfgpt f;pta Vulva. ~t>n ~ u sfrrirp5tom 3Uay5 'i'he:rnclusnre, eer?ificd tp ASS{ iliGa, shall ire of ntin..U'ia" tk. reininrcrd Ftucca ' ~
~ U.1 aaa~cSlgAJamNuf ttl•SSS ' l_ - - ~ J ~Tmm N7rH .VAL ~ BOX Add flungf x y!AJ Vulva to ~nr>g patar~,atsts5 entGnssrd alaminam ohectinq (game aptianal at llf3" tk.;, pmvlding access tl+rongb ( } ~ ~,r'} A U remuvaplc doors and heingtntaliy rcmosahlc fnr maintenance pnrpnsrs: A mndttler C-' 'v+,*~R
OPEN - - Dp Long SA7+f Servrca tu.t Jprirg3ldChod: /1813FYpotCi1S5 GA7F V~ f ~ ' CORP, QATIQNAL -Lang Pattom STANDARD VALVE BOX. " r2, ~.a a9 ~ M. za ~ to z Spring Shim »nd Chad; luatal Rein tlesi;gq with a max. of four "tnnine and prw,ve' srrtians rrgnire,l ~vlth no panels ~ ~ W regnirlnp jnhsite asscmh{y allnwcd. Woad or particle board" Frdmin{; shall br sltaR vaevrl~, ink r r"+
WITH VAL{lE 9pX So(id $f844tt 9q,t ~1 it Seri rag GUlda B-1'30 rvIRy CPIOat I s'a• I ~ tU UprSpringAarn: E69tlNIrrgG83co0 cnnxe far rejrctiaa. fmuiptian ichall be min i'1" tk. (RiD), ,tniaet[ular; npn•wiakh4p, ~ ~ t~
I~ 9 f2t BushingSPCSiam ACaaalRosin TYPICAL PLAN A is AwtBoarireg e~9szwoyca3r>Qo pa{yisocyunnrntc, spraycil is place (ant placd ar pinned) to farm u mannlithic bond. < ` with Instal irumink and skin. Trains shalt be sued far tali pert backllpw discharge r ° , ~ ~ ~ ~ r^'~.'~~ ~ ~
In Raryge,Geskat Rtf,+Y+arlFabric. 5' X D17tIBt.E-LEAF 15 &•~xuiigGnkx; tsy,talP in anddesignadfor'bneway'.exit, inhihitin~intrnsionpfdebrisnndJOryarmin F.ncla- I r ~ ~ sure shall be wudhpred to a conerrte slab ar GlassPttd'" [ram st'Itltln 1ha curlpsare (Lr/) Q
STf£L CDY£fd IBh~ED D to Rpx.gmNic tarn fin. G.ntle Ta Drain LUCKA,BLF, SEE STA. D~TA1L. t~f~mum Qf 3 To 1t bVa~her vo;SS with stye! anchors and he lackabic fnr security purppsrs. i f i ' ` { y' i~"""~ _ " ~ g
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~_p G ~ c_,; q_.n ~"~y` 9n Rva~~ RSrtatil~ryCatr•nn 8" ~ - - ~ >n t nand ",rm~w tC•R.a, tem[n'r+rtnres to -3a°S and be thcrntnsfaticaily Cpntmllr(I, Ill, ar } T'h iisled l p ~ self-reRnlotinu cahh~(s) nr wall mtsunted air heater(;) nail he ciretl to maintain ~ "s. I`c r
® ~ I{ `~m~~ 20.1 Gaskv'1 HDPE 4 ' ~ d'-G ~ d'-U ~ ~i, 21 RVBorH R:.a4N1oyC0~E4Q tFre equipment at +44^F, in accordance with N F P A. 3-3, l.ll & 3-6 i 12, !lent a~ " vrr u~~,n^n, AA W tA1Wti M - snurre shall be ntauntal o mlah,nim of 7" uhovc the slab unicwti ,i lr tA, ar F."CI. ~ wn „nx~.r ~rn~ r.."n~
p N Corer Pug 7v& w ~ I ~ ~ 28 pGow lu96GAeSaatr drrfil"~It sad NFC n rmcd fnr rnbmcrctan. I ewer saurce shall he ht
t I 1 2a PJMIpBolt' na,Rd.;teol ~6 ~ 2A.1 4V9ahor ~I ":rled StGBI inside the encipsan try olbrrs, itmtectewith a l;mund fault interruptatalled ^ ~ Q Gig ((;FI) sxreptaclenr (;F1 clpca:t, ref, I3.L, 443, + ,E.p`t,A.SR. LI.S.PATENT X33,523
- ; t A6 I~sM~tq Nth 47atcMd Stool I
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! ~ ~ ~ lnwnr Giidn ArN9E Resin in, mm in- i'mm in, mm in, rrtm in, mm in. mm in, mm . in. mm in, mm lbs. s. lbs. k s. _ _ Q_.,, Yz Sear Ring B3&iP11wC63r,Aa _......108 ._:....."~1~5...,_. ......L9dE5,._,,...... ~ .103".. ....31, ~.___b7.9" - .i .,`ieaOW 4991!" 11aX.dA._.....
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8• S' , ' 9' . PD' 25' R7' 3p" ap OanU9lve OsA4AtloyCo4A0P BOTTL)M SLAB TO B£ SAME AS !VALE PAN,<LS N1T#f FLAT ;'ua'o Dimoncicnovha+anargncminol,afiovgnoc~muatnematlalanormglmanurecanngtolercncoc, d1 r6prdo Buss SIDF UP, Ott r5pp69 Brass. „_Tett~9 j.... H91tn. . 1 I ~S~S - ~ . ..._d2"_ { ....86„_ -.,4~ "3T'2Da0W 7a017 -i 184X54:... ...'ftlEB._ .,.J._.' T191a68-'-`"i .,._.-:.1.91PE8_.....,._.i -1T2' i -'31`. ....:..8~. .....x-- -'-~7"2009W . .TT6,5.......1_.._i83'7CS,d-...__
INSTALL QPEN RlCHT CATS VALVES 1NSID£ M£lER VAULT CH1~,RLOTTE-MECICI.L~NHURG hfote; The gap drain u noC designed to catdl the maximum dischi3r atz r~gpl° Bras U~tl~~ ~F~`.P~T~~i~~ 9opOS a2 G9t°VahveiNF'~1 ,AVVWACSCq
EXCEPT HANA V/ttEEL vALV£ tH•fC11 Ls OPENED LEFT. Sible irvri+ tllr~ relidf valve. Ttld irlsteilatibn of FC8C0 air yap wit)t th~drain so Idato'licaflon nat° B3rsAllaycaeoea ' EIQGIN~~`RXNr-x DTVISI{}N' line terminating shave a floor drain will hahdle any normal discharge vrnuh sz LhwSaew s<°ini9e7 nil OPTION3i.. Mf~~~R~ QF. PHpgE Vt7LTAC}E QUANTITY OPTIaN TYPE SIZE
OI~IARIATTIE" 11'OR2'I'I CAFtpI4IN~ sartw s iitin thro h the relief vafvo. Hwcvcr, fEaor dram size ma rased ao vt9mn ~tivwnGer~(w•t>f,lvl P 9 e9 GOLOR _ _ _ -
STANDARD] ~E7AIL to be desicy=,ed to plevcant water dalrtaga caused ~ a ra[asuaphic (a;lula ~ ~ ~E eanditioly. Llp not recluc~ Dike size of the drain fine f rpm the air gap fitGrtg,
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JUI 2% 1995 uVa#er S ecifications/Details SD i;ana4a G43Fi Nato Sorvice RU. + BurlinVtCR ONT. ' L7L 4N7 • ial, [phone] • Fau: 1906) 332-7088 + Wvm.FE6COA1111nB.LA Y XN - 76 P ~ ~ Jnh Name CnntraGmr
doh Locatign Approval _ Date: ~3Q Wept MotBhBad B~BAt, 51~te 214 fwngineer Contractor"s P.p. No. C11~IOtk9, ~i P8208
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- - - - The FEBCO Mastor 5orias~3fi0 Reduced Pressure ZoAC Assemblies aro , rrmt~ 7-ACS ~ desigr$~ for health hazard applications.
~ t'e" ~ iIa"6a~rrn>~ ~ ~ Erdconnaeflorts-Fl2n'gedAN51616.1C1ass126 i soar (2) ~ipE sTn. METER
az" I I ~ a' Pressure -Tam erature -
! ~3 g I ~ rn, Max. Working Pressure: 175psi E12~1 bars
i 1• i " i x ~ ~ 1 ~ HydrostaticTest Press: 350psi 124.1 harj ~ ~ ~ ! I ~ °m I Temperature Range: §2°F ko 1 k0°F !0°C to 6C°Cl f. v ~ ~,x a• aNre MODEL B60 REUUCE9I PRESSURE ASSEMBLY zit AND
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I sum [nt~ies ~ I I ~ ~ ~ 9 NECO PArm¢e AS srro>wt A1MNA C55~90 y> ~ ~ ~ ~ i ~ I I fib" rWLE I ~ 511uto1FValves~~ NRS and QS&Y reslllent wedge_gata ~,9 REAR FRi]NT F"RC1NT ACCESS ACCESS SirCTl(}N SECTIl7f~ SECTION
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- - - - - - ~ Elastamer Oiscs EPdM ~ - - ' ~ ' ,a" A" tvT;7UT ;N~L~'s ~e 5 riA : Stainless steel ~ t9 to < I.pCKABLE7 (I~l7CKAB~ E7 - Capyright ~ 2D08 Resign Resaurce Group, ~A
rs w p 9 VLAN T ~s x5 arc , z' nzn. anFUe ear Clalnp: RWWA C60~ (1b"only, 2ri0mml 7a s This plop or drawing and any accampanying documents a
a e9 160 a~9 ga9 A~ gem ~ 9fdw~+c ear . u s~ 97g ylo r1n Ir~u I+n calculotiona are the property of Dealgn Resaurce Graup, PA; and are intended solely for the use of the raclpient noted.
s,s• .r- f A royals-Standards 3,'~~t a' y_y7 a" 3''-1 f 3• ; r ~ t ro unvoesr7F + ANSIIAWWA IG511.891-2yz'-10" No thkd party use or modiflcotion h permitted without ~1 1:12 i 21 1,2 ( i3 1I0 I 44 3/$ 1 6 I 44 3/8 _
S!.! - kA. ptl 19 • Approved By the fattndatipn for Crass-r~nnection CAnkral anci'HydrauEic 4" & s" 110omm & t5pmm} tut 7n r- 13 1IS written autharixation,
~ ~i z~,,Q yt,t~ ResOarch at the University of SouNtem California..- 2Y."-8" (65.200rn1n} 4: Nana ra ear H trr i5 : . ~
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NOTE 'CJTILI~''X- DEPARTM~N"i` I~~..~ ' 's E]VGINEEI4II+JG DIVISIOI~I - ~ .ty.! SF'RWCE NUMBER TQ BEAD WELDED ON CI'iAI2I.GTTE, NAR'I'I3 CARt]E,iNA ~y Scale: NOT TO SCALD MOB BOX( TCTLf ~ Bl'rSIATEIAVC~
FRa9fe !N 2 t/2" t~'T7FR.~ _ , "y ~ r e ~*r 5a4 LAME AvE. N, EXTERIOR VIEW STANIJARD # HBBE ~as>=r a-27-~~ Date: AUGUST 6, 2008
~ FRAME RND CO'k'R TA BE SNDP COATED ~ •M STAIJQARD fl~ I Jo Name Contractor ~ NliH ZINC CHROMATE PRIMER AND FIELD t3uN ~eiZ.'s^•rr WATER Job Location _ ~ Approval JACKS[3NV LLE, FL(JRiDa 32254 A€~EJMINUM ~ PG ~NCLOSIJRE 4904 '~86~Q~04 48007 736-~A2~8 ENGit+t"Ea i cDNTaAeTtnz . l,ocATroN ~ AP~anv~n»aATE:
coATm wrTM ONE cpAr Qf' C`L7MPAT<BLE a ' X 5' MFfER VACILr BLACX ENAMEL. ~ E=rtginecr Contractor's P,O. No. .Fax cga4a ~e3-~s~5 Project No.: 041-115 h~t'f; i//w~w.hat~'br~x:carl
- f17AM,~ ANA COVER REV, I ~ ,li.Y 2 i REV. 9 + SCRLE r R[P. / A1STR7BUT~ r QI10iE NO~~ N. T. S. ReVi5i0ns'
t;' ~ Approval Representative o , rev ~r Nn D4t• R.,«~, +v 'Ma u; vwa~.a a ~ro:r ~i" 1-~ w~E , -
A FEBCO product spacffieations in U.S. customary .units and matrle are approximate and era provided far reference only, For precise mee, 1, 11.12.08 PER CMPC REVIEW
.JUI suremants, please conkart F~NCO. FE6CU reserves the ri0ht to ahanBs or modify product-deai{gn, oonstrustion; specifications, or materials. Y ~7~ 1995 Water Specifications/Details SD without prior notice and without incEirrinc] any o6ligntipn to make such changes and modiftctitions on FEBCO prodcwts pravinusly or subsa-
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- f EXIST. 2' VALLEY tr ~ ` ~ NAVD 88 ELEVATION - 675.55 r / _ ss ~ sa ~--sali,~, s s ss ~ s \ ~s~°'~'®" ss ~ ` ~ ~ r 1~-TCE \ L.L ~ Z a ~ Q 4
PROP. 2 ~ G&G BEGINS / s ~ f ! ! ~
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- A~ 229.57 r II !I ~ 20.95 LT TO REMRIN c~ ~ EXISTING PAVEMENT ~ ~ CONTRACTOR TD
PC END STA.15+16.60 ~ \ GRADE SWALE
CENTERLINE ~ ~ ~ STA. 14+48.37, INSTALL GUARDRAIL ~ AS SHAWN AND TIE
- ~ T .13+241 RAD=400.00 ~ ~a S A 9 . , - NOTE: ~ N , j 16.91' LT ANd SIGNAGE ~ INTO PROP, SITE
- L=227.11' - 20.40 LT REFER TO PAVEMENT MARKING PLANS
- =32°3T03" 1=0R PROPOSED LANE STRIPING ~ PC 2'-6" C&G TO PER CLD STANDARDS ~ GRADING.
~ t - STA. 14+02.99, (REFER TO PLANS BY ~,uuunrru~,
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URBAN FORESTRY NOTE: °Q SEAL STA. 14+58.72, ~ ° °
i L E ROOT PRUNE 6 INCHES BEYOND CUTIFILL IN , 16.16' LT ~ NOW OR FORMERLY o~sss9 ~
- ~ CONTRACTOR TO GOORDINATE COVER PRUNED ROOTS WITH SOIL. ~ STATE OF NORTH CAROLINA °°~°FN
- RELOCATION OF EX[ST. FH AND ' DB 4521 PG 695 ''%~.~°•~1N~°°• P~,•
- VALVE TO 5' OFF PROP. BACK OF CENTERLINE NOW OR FORMERLY ~t`'`
M STDS. ~ CURB PER G U F' ~ PT JUDY JOHNSON ~ PID #05140108 ~
C: f STA. 14+57.39 DB 18330 PG 912
NOW O F ERLY R ORM IV O6°45'21.63" W Plp X05140109 QA~~ 081Q5108
MGB-2 LLC ~ ~ NOW OR FORMERLY ~ 59.21' i SCALE 1 "~70'
DB 20752 PG 9 SUMMIT HO~JSE, INC PT
PID .05140111 # I DB 22033 PG G69 ~ I
, PID ~Q5140~10 ~ STA. 14+68.70, GR~ PHIC SCALE SHEET
15.54' LT so 0 ~o zoi as ao
~ (IN FEET)
-
L I 1 (INCH = 201 FT. OF