20070218 Ver 1_Site Plan_20070418

REV 5I ON5
POLYPROPYLENE PLASTIG
p.8" I/2" RAplUS I/2" RApIUS I/2" RAglUS +----~~-Q° 1- ~lg" i, ~a7EP5 Df~~ERIN6 IN 171MEN510N5,
' 3" RApiUS GONFIGURATION OR MATERIALS 4 'J• RAnIUS #3 DEFORMED I~' FROM THOSE SHOWN MAY ALSO • I/$" RJ4DIU5 5TEEL RaD
i; . , 8E USED PROVIDEq 'THE GONTRAGTOR I" p ' . IHAS FURNISHED DETAILS OF THE -
~ ' I/9" RADlUS r ~ ry 'ia • • L o Ep 57EP5 ANNT~ HAS REGIrIVEq ~ N ' ' • . 5/b" Illb' - WRITTEN APPROVAL FROM THE - /2
N . . . a,; APPROPRIATE GIN/COUNTY - w ' a'•,r~• . I 5/b ~ , :w•, , r r EWaINEERING REPARTMENT. T i m
" • 4.~. '1~ ~ ~ STANDARD OUTPACE MANHOLE TOP 5EGTION ~ • , " ~ • . ' a., • ' ! " . 2. ALL STEPS SHALL PROTRUDE
. , ' OUTFACE MANHOLE A va' o 00 4 FROM INSIDE PAGE ~ STRUG'n1RE ~ i° Vd• 10' p• I~~ ~ 12' F-----~I ~^1AI..L. 7~ 2 3/4'
RING ~ Go ~aEE.,_i;IQTE, "B" " 2''~'M o° b 3/a" oo PL~t I sib' a 00 od 5/p ~
sTD• DETAIL 153.a i n ~ ~ SIb' o e ^'1 f ~ I aid" UbT MnON 5=ANDARD 2 CURB A~TT~R a m a " 0 1i4" air eu~? " 0 0 oe ~ 1 ~ Ik I!1'
8° ~TAND.t~ ~`-"0" CURB .AND GUTTE y 0 ~ I ~ ~ >ooo e~` -
o°o oeo~ • A
" , d ~ N A~" II„i1" r .,4. L~ e ' " ~ JOINT ~ I/@ RADIUS fTYPIGAU v 12' S s~~ - I/2'
,,nn ~ RAC? V L m ..a ~ I/b" 0 b DAR 11' I' II/Z" V4
~ ~ T©P SECTION SUI~f ( O1 SAGE OF 6UtTER
. RAD~15 " ,
ry y . . 4 e• `d ¦ ~1 "4 •"Ii 4 N .d b ' . • ' ' ~ , • ' a ~ '.e • Y' ? : ~ ~ 41Lb. Ik7f TO DE V9CD • ~ : •4 + • d , ~ NI ~iAlITJUZti' ~lEN15t ~
• DETAIL ISO"o FoR ~ .a~.; REINFORGINb 5't~i.. NO?
INFORMATION REGARDI • ' TD 8E V5ED INSANITARY 5EW1:R MANHOLES.
~ STEPS . I-b JOINT FILLE
• ' ~ u ~`//i//i//i / ///i . ~f~'.15E1Z SECTION ~ ,2 -o MEDIAN GURU AND GUTTER
~ / / / 1 / /j • ~ . GLEANUIIT SHALL BE TO 8E USEp IN MEDIANS WWII LANES ARE SLOPEp ~ TRAN5V~R5~ ~XpAN510N JDINT
JOSAM 56044 CAST FROM ISLANp OR Aga 5F°ECIFIEp BY TWE APPROPRIATE M " GI'1Y/GGNINTY ENGIF~~RIN6 D~''T. IRON IN 12 X 12 X b a .
5" SIDE VIEW DETAIL CONCRETE PA17. t ..........0 i.-......
GaviGR NOTES: u.EANOUT PLUG ' d a.
EtdX I. GONTRAGTION JOINTS SHALL ElE SPACED AT 10-FOOT A 15-FOOT SPACING MAY BE USED WHEN A MACHINE I~ °_D Aria-Poor INTERVALS. FoR VALLEY rurrrl:R, • • N A MACHINE IS USED. JOINT SPACING MAY 6E ALTERED ~ d' •
~ApE 12" X 12" X b" CONCRETE PAD ESY THE ENGINEER TO PREVENT UNCONTROLLED GRACk OPTIONAL GONE SECTION -SPECIAL APPROVAL REQUIRED 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE U5E ROLLED CRACKING. ~ NOXZLE TO BE ED BY THE U5E OF 7EMPLATE5 OR FORMED BY OTHER APPROVED METHODS, , PEIDiGU4AR 70 CURB.
WHERE SUCH JOINTS ARE NOT FORMED BY 7EMPLATE~ I s V • • , ~ . ~ 3, ALL EXPANSION JOINTS SHALL EsE SPACED AT q0 FOC BY 7EMPLArES, A MINIMUM DEPTH OF t I/2 SHALL 8E OBTAINI~D. GED AT q0 FOOT INTERVALS, AND A'DJAGENT TO ALL RIGID OBJECTS. ST~5 ARE RE(>lU1RED IF EXGC^kD5 ~ '
II " JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABII' JOINTS IN ABUTTING SIDEWALK. 4 FEET (4'7 OR A5 DIREGTEC7, ALL 57EP5 , 0 STEPS • ' 5' 0" ~ TALL BE 3bOa P.S.I. IN 28 DAYS. IN57ALLED SHALL HAVE SERRATED TiZEAD 2" MIN. ra 4• Max. ~ VALVE BOx
: a.• 4. CONCRETE COMPRESSIVE STRENGTH 5NALL BE 3bOO ~I i ~ = 5. U~B SHALL BE DEPRESSED AT INTERSECTIONS TO P6 • ~ SECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. ! TALL ~ LUGS 7O PREVENT FEET )`ROM _ ry SEE DETAIL ~4
I~ I..._ ~ = = = = F RARE BENEATH TWE CURB AND GUT`fEI ~ THE CONE SECTWH SHAD. ~ « i ~ = b. TOP b O SUBCa IRB AND GUTTER SHALL BE COMPACTED TO IOO~i STANDARD PROCTOR DENSITY. SLIPPING, STEP PULLOU'T' STRENGTH 5HAL4 ~ a 2000 l.BS. MINIMUM W'IEN TESTED ACCORDING a _ v'. I I r
EXTEND TWO FEET (2) , ~':'.:y L ~ A80YE FINAL GRADE UNLESS .:'e' ' III = = III TD A57M G4tl'?. 4 - ~ ''::1 i to N w~m
OTHERWISE DTERMINED BY BN THE CITY ENGINEER. SEE ` N8 gip TOP VIEW Fj" e '-IO" REIt~ORGIIyG ~ ~ '
DETAIL 165A" ; , GONE ~:i m I/1 DIA. aEFC~ME Lw . • ~ . M 57 STpt~ 70 ~ v ' ' , , 'at' " , d T'Ra1A17E lrr~~AINa~E I
I i ~ ' i f ' ~ .......I... i i " ~ i , 'a v. . •d: , FaR WEEP HaLES I ~ j ~ a ~ q 4' f ' f.. L...-.~ • ! ..1........1.-.-,... '.E $/4" BRIDLE ......,.I....._~
a.... . L . Q.. I.. ~ m.~... NOTES: t SIDE VIEW taETAIL , i , I r ' t......;... I m.I... i.._.._.. ; _E PIANVIEVU ROD GaLL~ c 1 ~ ~ a ~~t
\ ~ , ~ ~ ' GA5T IRON OR ~ ! A GCN~ SECTIONS MAY 8E ALLOi'~ tlN SANITARY PVG PiPiNb f ~1 I ' III j l l i i I I 2 I/2 (301 SIDEWALK
SEWER OUI'FALL MANHOLE5 ONLY BY PERMI9910N OF ~ A . ` " I THE IG 5ERVIGE5 ANp CENTRAL ENGINEERING 6 6 5 f 5 , ~ I I lIIVC~~ PIPING • I 11 " j 11; • I • M ~ ~ I X 6 lJ ~J' LAI~ 6 5 f 5, '3 .5 1 6~ h I UTILITY STRIP
pEPAR'fh~ITS. FLAT TOP MANWOI.ES SHALL 8E TFE CITY DE HIGH POINT a 1,2" ~ STAI~ARq. !i , ~ 3.5 8" THICK SEE SEGTIDN I I I ~ { _ I t ( ~+ry•~^ n n MAIN f i C I ~ ( ~ NOI~ I" '1 N MAIN all tu _Xm
9. THE RING 15 TO BE GA5T BY THE MANUFAGTl~2 NORTH CAROLINA INTO ThE FLAT TOp ANp G0~ SECTION FOR ~ I ! ' 1 6 WG't11.E ItaGN PN~E ~ ~ I
G~NTRAL ENG I N~ER NG I . _ , ALL OUTFACE MANHQLES. I ! ~ G. ALL. STANDARS7 SENk'R MANHOLE SEGTIQNS SHALL CA5ITNG ( ~ ` ~ ~ - . -~I a a;ll ~:Ie ~ I ~ ~ ~ ? 2 \~V~~~ I I ~ ~ I / ' 4 ~ GoNGRE~rE n~,Sr eLOGK~w I
MEET OR EXGEEU THE REGBJIREMENTS OF A5fM G4 b 12u .;...r...l...... 7 STANDARD DETAIL DRAWING ~ ,.r.... « . / ~ PLACED ~AIt~T~S
D. TWE RING ANp COVER 5NALL E?E A5 PER CITY t7F T 8E TRAFFIC FEARING TYPE CIYPJ STANpARD DETAIL N0.153.0. GLEAAbUT 0 SANITARY SEWER OUTI=ALL m I -10 I/2 min. a ~ N
E. TWE TOP SECTION OPENING SHALL E>E PLAGEp ON ~ uPSTREAM SIDE of THE INVERT. MANHOLE FLAT TOP SECTION ' . P'•.'C•• IO a 1 CLEAR ' . ;ao." • 'd . A. H'fDTZP~NT LI°AD PIPE SHAL>~ BE 9EGJI'7ED WITH T'(.~1R S/4 ROD9 WI•~1 THE HYDRIWT • a' •n \
F. CONCRETE COMPRESSIVE STRENGTH SHALL BE A r:::a'; n • . MINIMUM of 5000 PSL DATE:OGT 4'i MHOUTFAL.DWG No. I~i.O ' ' ;d ;P. GASTINI~ ~ GANNpT gE 511~PIGENTLY ~.aC.kED WTH G~~ aR A5 DIRECTED BY THE GIN X1611. v d ~WwW~Y ~ O RANT
. . P... A-A • ' ~ HYDRANTS PLACED aN CURB AND Gt,MTTER ROADS SHAD. HAVE THE FAGS OF THE HYDRANT ° SET I~" uP To ~o• AS MEA5URED FrznM ~ FJAGK of CURB, AD. '-5" . ' "d v ; HEIGHT VARIES OF1 RIBBON PAVEMENT ROADS SHALL BE SET 5UGi'I THAT lu
.a 1 CLEAR II L Ti's GEN'fERI.INE DF T!f NYpRANT i5 ONE (V FaOT IM51C~ t?F T'I~ RI6~N1'-pF-WAY LINE.
I/2" EXPANSION .blNt MATERIAL r---s CASTING , • ~ THE HY'DRANT' SFW„L NO? PALL, WITFNN TF1E FLC~^I-LIFE OF THE DITCH al~q StiOUI.D BE SET • q SEE NOTE "G" FOR °.d : BEYOND THE HINGE P©TNT OF THE GUT OR t~LL LINE. ET
~ ; 6 8-B AS d PIPE SIZES GREAT R G. THE 9ARREt. SEGTK)N ABOVE 6RGUND 5HALt" T9E COATED WITH ONE GOAT OF 8RI6H'f FLED 2~D
G REauIRED 11 A1~ caPS wires ONE GaAT aF CHROME aLI~MINUM 1~aTOLBJNI THAN 30 EN/+1~1., THE 8Q~ ° ' ' ~ • d ' 15 SEr A FINAL FIELD GOAT SHALL BE APPLIED A5 FoLLaWS~ U~ERtI~a'M. APi"ER HYDRaN1' ,
• • ~ • ~ ~ ° ~ ~ d ~ ' ,Q . BRICyF1T RED ENAMEI.ON THE BODY AND WHITE RC-FLEGTTVE PAINT aN THE E!~')ME'f AND GAPS ' GAPS.
_ A IN _ ~ ~.i' . THE 5EG71vN UNDER GROUND SHALL i~ GIVi~N Thlo GOATS OF PI7GH TAR vARrNSH OR 9 a 4 ° • ' 4 • v " v I~.aGK AST'HALTUM PAINT. 91.. . .4 . • a
$ DRAIN B S 10 DRAIN BASIN ~ ° ~ 4" PVG H. ..~`'I ~ : .e n , ° ri A ~~yrerrrutttt~~,
OUGIILE IRON GfLA7E a ~i 18" MIN 4•.' IR RATE ~ FOR DETAILS SEE ~ W ~ ~ ~ .I ' DUCTILE 4N G , ,a • ' • ••..1 ~ H P TNT CITY D~ HIG 0 OINT
FOA DETAILS SEE ~j SHEET +FA ~ 10' n I.' TS ~ . SHEET 4A B. ~ g w n PVG SGH. 4Cr al 6 REV DESG. BY . 15 REQUIREp AT ~~~®N VI~ I NA ' . s NORTH CAROL. / N©T~S: JNA
PVC BODY ` 1 ' 2 ~ fl PVC BODY ~ I~ " <o ' ^'^"-"^l INLET ANO DULCET ~ ~ ,I ~ 1,2~ ~ I . ~ . SUMPS ATVp SHAD. I EXTEND7HRVU~H : CENTRAL. ENC~iNEERINC~ ~I: ' A. GATGW BA51N SPEGIFIGATIONS GfNJFOaM TO LATEST A5TM ERIN6 SEAL
INLET AND OUTLET ~ ADAPTORS"AVAILABLE ~ r,. y.. ADAPTORS AVAILABLE ~ 4' 7HRU B ~"y _ _ _ _ a I•. A THRU 6 ~ n ' BA51N WALL. ^ u d G-Qi3 SPEUFIGAT10N5 F(la'aEINFf)RGED GONGaETE WATER G I I ~ 0~ H (~H P01 NT "I 4 -6 ' r ~ • AND waGTEWA R , p
YAttlOUS TYPES OF OUTLETS ~"T YAiH WAlERi1GHT ADAPTORS +(1) FIXED OVERALL q'(t~) RAED OVERALL ~ . ~ "p ~ STa~GTIa~ES • NORTH CAROL (NA STANDARD DETAIL DRAWL I (54°~ B, aEFEa TO CITY pF HICaH POIk7 STANDAaD 28.0 POR LID •d ' e ,i.`d DIMENSION SFEGIFIGATION5. T I N DR.AH NCB 24 8 7
' FOR: HEIGHT VARIOUS TYPES OF OUTLETS HEIGHT SGR-35 SEWER WITH WATERIICNT ADAPTORS CORRUGATED POLYETHri.ENE FIXT; APTDR FntED INVENT • :'.INVERT ' •r I5 ' a G. GpNGRETE Gf)MPRE551VE STRENGTW 15400 P51 MINIMUM. GEN RAL ENGINEER C~ FIRE HYDRANT INSTALLAT1t; a:l• ' D, ALL REINFORCED 5TE44 SHALL GONPOaM 70 AGI-318 FALLATION
5f3iE0ULE 4D 01W SDR-35 SEWER slzE NEI T - - . CORRUGATED PVC APTOR fl>IED INVERT CORRUGATEp POLYETHYLENE t 7 " RIBOEO PVC Q 1A. 2 ~ . ~ p' V~r 5`~I SCHEDULE d0 DWV 8 11D2 r • , ~ 'wr-' 'd d : • 4 SPEGIFIGATlt7N5 Fna aEINPOaGED CONCRETE. ALL REBAR 15 STANDARD DETAIL DRAWING ( a ~4 ~ )2 p.G.E:W. WITH I" GQVEa TYPICAL IN WAL45 • yy AND FLODR. u n
4' CORRUGATED PVC ; s ; H . 6" 7113' RIBBED PYC I - ~ •[J1. S L. ' • .I", °:~'I~NVERT : •,I'` : ONE P(JI.R MONDLITHIG 6A5E SECTION, SPEGI AL TYPE A ~ F. 5LA0 541'PORTS N-ao LOAtJIN6.,«5 REE3AR o 12' o.G.E.w. HYDRANT.DWG DATE: AUG. C71 DWG. STD. 214.4 PAGE I OF ;,EIOFI
•S1~ ~ • p' • o ~ • ~ 6. (2'-T7 [71MEN510N WILL INGREA5E FOR PIPE WIDTHS GATGH BA51 N d ` ~zEATEa THAN ~v' RGP• A5 n~ PIPE 51zE INGReA, TNIS ~'n n •d.: d:
'I'I DIMENSION WILL II~REASE PROPORTIaNALLY• DATE: JULY q6 GBA-S.DWG N0, 28.2
12" DRAIN BASIN 15" DRAIN BASIN NOTES: &,1
~ A. MANHOLE AND INLET MINIMUM WALL THICKNESS: z ~ DEPTW OF STRUCTURE WALL THICKNESS KNESS: NESS G
m CAST IRON H-20 RATED CRATE a I 0-12
CAST IRON H-20 RATED GRATE `~l FOR DETAILS SEE PACE 46 ~ ~ OVER I2 FOR DETAILS SEE PAGE 46 ~ ~ 00 8. STEPS ARE REQUIRED IF DEPTH 15 OVER 4'. ° z G. CONCRETE STRENGTH SHALL BE 3000 P51 MIfJIMUM, CITY 01= HIGH POINT a'. iT~uMUM• NORTH CAROL I NA
1 ADAPTORS CAN eE ~ D. REINFORCED STEEL CONFORMS TQ LA5TE5T ACI-318 INLET AND OUTLET z ~1)NOAPT~iANYAhNGIf INLET AND OUTLET I~IOUNrEO ON ANY ANGLE F- Q AGI-318 .BETH, AL CENTRAL ENGINEERING
~ ~ RNI fAlrri?1 u U SPEGIFIGATIONS FOR REINFORCED CONCRETE. AL ADAPTQRS AVAILABLE ~ O' TO 359'. 70 DETERMINE IAINIAIUTA ADAPTORS AVAILABLE 0' TO 359'. TO DETE NE U ~ 4" THRU 11" ANCLE BETtnfEN ADAPTORS SEE SHEET 4" TMAU 15" ANCLE BETWEEN ADAPTORS SEE 5HEET C3 ¢ REAR I5 #4 ~ IZ O,G,E.W, WITH I I/2 COVER AVER
~ tG ~ a IYP, IN WALLS AND FLOOR. vARIDUS TYPES of CUTLETS a ° E. GATGH ElA51N SPEGIFIGATIONS CONFORM TO LATEST W1TN WATERTIGHT ADAPTORS t4" ~ VAPoOU5 TYPES OF OUTLETS STANDARD DETAIL DRAWING LATEST
Fes; ? r-i ~tH wATERnGHr ADAPTGRS 1s. ASTM C-QI3 SPEGIFIGATIONS FOR "REINFORCED SOR-35 SEVER I I FBI M 0 N BETE WATER AND WASTEWATER 57RUCTURES" CORRUGATED POLYEIHILENE SDR-3S SEWER ~ GO G oRGED RE I NI=ORGED PR'EGAST RUGTUR~~"
SCHEDULE dO DWV ~ CORRUGATED P0~ THriENE ~ F. REEfAR TYPE B SPLICES SHALL BE USED. CORRUGATED PVC H ~ SDHEOUIE 40 D ~ ~ G. MANJFACTURED BY CAROLINA PRECAST CONCRETE, GATGH BA51N .TYPE A IGRETE,
RIBBED PVC 4 ~ a A18 EO PVCD PYC v '""""'"°T LNG,, oR OTHER APPROVED EQUAL. ~ p~ _ ~ ~ DATE: NOV q6 G6AGAST.DWG NC7. 28J
~ ~ ~ o ~ ~ p f ~
> I >n ~ ~ I W M1 GR055 ~EGTION VIEW GRC75S S~GTIGN VIEW TYPICAL PLAN VIEW Ua its
~ ~ 3: a > > Q ~ o.a2 (MIN.) O,OI (MIN) CHAMFER
aECID?riMENaEMO ~ "~,s~ OVERALL HEIGHT TO' ~ a ~ T I PI lJ~~ I"IAIVI ~OI.~E L~YOVT 0,08 (MAXJ 0.04 (MAXJ 2 ALL CORNERS 2' R MANUFACTURER 2'3/4" 0.04' (NORM.) 0.02 (NORM,) IDEWALK q~~ " ~ "
'(2) MAXIMUM ~ ;ilk REClXAhIEN0E0 = ~ ENLARGED DETEGTAB E ~ .5q .q4 2.q4 2.q .5q WARNING 2.q4 .4 ENLARGED VIEW OF JOINTa
OYERALL HEIGHT tp' b NOTES sHEEr; IN ADDITION TO BUTYL MAC DOMES FQ. `y ~.Q. aN TO BUTYL MASTIC, THE CONTRACTOR MAY
USE 0-RING OR PROFILE 3A EACH SECTION FOR ADL e d,d •d ~G OR PROFILE GASKETS AT rWE BASI_ OF ' . . ~TION FoR ADDIrIaNAL SEALING. ° ~ ' . . ° ' . -
_ ICI" MAXIMUM OF 30" GdG ~ AD=0,2O° LOCATION TO '"q 4 MIN. 30GO PS o a p DETERMINED BY _ _ _ GLASS A" CONCRETE rd* MeY aae~xv _ ~ ~ Q MANIFAGTUREI2 Y-
VERTICAL SURFACE `r -q" t$000 P51 GONC 1/161, (PROVIDE IN 66D) PREGA5T LOCATIOi"TV'0-55-Y EI X0 PREGA5T BLOCK ~12; 1 MAX, ONCR 'A DETERMIR
2° SLOP 2° SLOPE I " 3000 P5I GONG. CONCRETE MANUFACTURER Up q 300q P5 GONG. 5000 PSI
4" GRADE p-RING M RING MIN, GASKET 0-RING (TOTAL) GASKET TYPICAL PLAN VIEW ~ OL Ll
3 0 t6.25' v) e ' ENLARGED VIEW EXPANSION OF 0-RING GASKET JOINT
12" CAST IRON GRATE 15" CAST IRON GRATE ~I 13,50' 6.2r cro ASTM 6361 PREGA5T DETECTABLE
Ww 5,0' ¢ 4 WARNING DOME BLOCK
G~ THE GONE 5EGTIQN (~-RIP m 5HALL BE 2 FEET. 0-RING GASKET INSTALLATION DETAIL. pL V~~
24"..,.. 4-1 c= s, INS. DIA. TYP C= a Q W ~N
m C~ u s C= C= SAND
F C= ~ o cO C= C z (ro&~5KE5T C..~ c C= E - c= c 0 2 SLOPE MIN, 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 O-RING 2 - 3/~+
GASKET C0N5T . 0 JOINT X
z C=) a p 0 a o 0 0 0 0 0 i a o o 0 a 0 0 0 0 0 0 a 0 o 0 0 0 0 0 0 0 0 0 ENLARGED VIEW O
9 a RISER O s STANDARD (H-20) RATED PROFILE GASKET 0000 0000 0®00 J
STANDARD (H-20) RATED DRAINAREA = 62.7 SQ. INCH _ DRAINAREA = 92.5 SQ. INCH ASTM G36I. EXPAN5ION J01 EXPANSION JOINT
~d ATE COVER Q LHIN u. ~ PROF NOTE5g 0 0 0 0 0 0 0 0 0 ®0 0 0 a o 0 PROFILE GASKET I. CONCRETE 51DENALK 60%TRUGTION MUST
HINGED GRATE COVER ACCESS z FOR EASY ACCESS .TYPICAL PROFILE VIEW BE APPROVED PRIOR TO INSTALLATION BY JOINT THE CITY ENGINEER, „ „ 1/4° (TYP 0 ® Cal 0 © © ® 0 ® 0 0 0 0 0
J cQ z NOTE5: d 2. ALL POURED CONCRETE TO BE 3,000 P51, CLASS A . TRANSITION MIN. TRANSITION
~ q,LIFr INSERTS AND HOLES 51 111 < uj PRECISION FIT WITH THE LIF i AND HOLES SHALL BE SIZED FORA 3. EXPAN51ON JOINTS TO BE FILLED WITH DROP IT WITH THE LIFT DEVICES, AND SHALL THE BITUMINOUS FIBER. CURB 0 as ® 0 0 0 0 Qa Q 0 ® Ca) © Q
Q n ° BASE COMPLY WITH NC05HA Ig26 s; w c0 0 ATE THROUGH THE M PENETR H NGOSHA 11-126304, AND SHALL NOT 4. THE 51~BA5E 15 r0 BE COMPACTED r0 (45% ASTM STD, PROCTOR. THROUGH THE MANHOLE WALL. 5. CONTRACTOR TO INSTALL HANDICAPPED RAMPS Q Q Q Q 0 a a a 0 0 0 0 0 0 IN AGGORDANC.E WITH ADA STANDARDS AND 5PEGIFIGATI0N5. 0 0
E. ALL JOINTS MUST HAVE AE MUST HAVE A SHARP EDGE AND BE 6. PRECAST DETECTABLE WARNIN6 DOME BLOCKS SHALL BE Z o 0 o a a a 0 0 0 0 0 0 0 a 0 0 2M. MANIFAGTURED BY M0T51WR BLOCK PLANT, OR APPROVED EQUAL. GUTTER VAR. 5L0 TOP OF GU
z TRUE TO FORM, .375 375 4 ¢ REFER TO HATE "B' F. ALL PIPE ENTRANCES SHALI TRANCES SHALL CONFORM TO STANDARD 1. UTILIZE SAND AND VIBRATING EQUIPMENT To STABILIZE JOINTS SIDEWALK NOT TO EXCEED o 0 © ® O Ua O Oa as 0 Ua 0 AND ALSO FOR LEVELING PU RPO5E5 UNDER BLOCKS. ELEV. 12:1 (8.35%) 0
LLLLLLLLL c 4LL LLLLLLLLL N " DETAIL 166,0, LLL LLLLLL LLLLLLLLLLLLL L' LLLLLLLLLLLLL G. THE GONE SECTION SHALL E LLLLLLLLLL C~ LLLLLLLLLLLLL 8. THE PRECAST DETECTABLE WARNING BLOCK ML15T BE IMP16MENTEV ?GTION SHALL BE PLACED ON THE UPSTREAM WITH TRAFFIC YELLOW COLOR ONLY.
csa LLLLLLLLLL LLLLLLLLLLLLL 510E OF THE INVERT. LLLLLLLLL -LL LLLLLLLLLLLLL c^°• LLLLLLLL L) LLLLLLLLLL LLLLLLLLLL~L l1 y H. CONCRETE COMPRESSIVE 5 INVERT. . r ,0MPRE551VE STRENGTH SWALI BE A MINIMUM I T 1 H I H P NT CITY OF H 16H POINT
LLLLLLLLLL LLLLL - > LLLLLLLLL LLLLLLLL OF 5000 P51, O ~ c LLLLLLLLLLLLL c^.„a LLLLLLLLLLLLL N r i LLLLLLLLLLLLL 5' I. CONSTRUCTION REGARDING REV DESC;. BY G O O OI REV DESG. BY NORTH G I I. NORTH CAROLINA
LLLLLLLLLLLL - ALL Hal PEDESTRIAN (H-10) RATED SOLID GRATE D 45" IN5. DIA. LINE ENTRANCE 2N REGARDING AN EXISTING MANHOLE OR NE GE - ALL HOLES MUST BE GORED. IF ANY E GIN R I NG SERVICES NG I SERVICES SGALE: N.T.S.
DRAINAREA = 51,0 SQ. INCH d PEDESTRIAN (H-10) RATED SOLID GRATE -44 THE OTHER HE CONTRACTOR 15 UTILIZED AN SHALL PJ N 12 5IDE VIEW COST TO THE CITY OF HIGH D 15 UTILIZED AND THE MANHOLE 15 DAMAGED, GTOR SHALL REPLACE THE MANHOLE AT NO
a~ = CITY OF HIGH POINT. STANDARD DETAIL DRAWING STANDARD DETAIL DRAWING DATE: 12/20/06
CITY OF H I ~ a p MATERIAL: CAST IRON MATERIAL: CAST IRON NOTE5. TY OF HIGH POINT WHEELCHAIR RAMP WHEELCHAIR RAMP
NORTH G i i QUALITY. MATERIAL SMALL QUALITY; MATERIAL SHALL A. ALL STANDARD SEWER MANHOLE SECTIONS SHALL q r 4ORTH CAROLINA DETECTABLE WARNING SUREAG DETECTABLE WARNING SUREAG
TH R IREMENT5 OF A5TM 641e), CENTRAL Er ~ CONFORM TO ASTM A48 -CLASS 308 M MEET OR EXCEED E EQU B. ALL 5TEP5 IN5TALLEV IN MANHOLE SEGTION5 SHALL JTRAL ENGINEERING PROJECT: 424.04
PAINT: CASTINGS ARE FURNISHED SHEET. HAVE 5ERRATED TREAD d TALL END LUGS TO STANDARD D PAINT; CASTINGS ARE FURNISHED PREVENT FEET FROM 5LIPPIN(STEP PULLOUT O WITH A BLACK PAINT WITH A BLACK PAINT DARK DETAIL. DRAWING TRUNGDOME.DW ATE: 2-16-04 DWG. 5TD.400.0 PAGE I OF 2 TRUNGDOME.DW ATE: 2-16-04 DWG, 5TD.400.0 PAGE 2 OF 2
4B 5TRENGTH SHALL 13E 2000 L65. MINIMUM WHEN 5ANITAR"r 0 TESTED ACGORpIN6 TO ASTM 04411. i D l AI v dITARY SEWER TYPIGAL DRAWN BY: TGL
N 6. THE CONTRACTOR SHALL SEAL THE MANHOLE JOINT5 45n 4 4' DIAMETER MANHOLE
I WITH BUTYL MASTIC GASKET THAT MEETS OR - DATE.-MAR q13 EXCEEDS A5TM C361, MH-4 0 z qb MH-45DIA N Na. 154.0 SHEET
- u.

RRI\v/151ON5
6' MIN, t" t rtYp ~
I ~~i Q
T YATION OF STORt~^IATER 5TpRAG~ ' FRE®DAR[? MIN. OP BLE 2' ~ ~ MIN.
A•i 2, r
R, #5h WA5h~7 970NE STEEP GUT OR FILL SLOP dJ ,;~'~i``~~~~r
~I 18pta GU F7/AGtZE
./1\! -
f/,'~/~ 1
RIP RAP ~5 SEG7
~ 7f~, IDN SIR Ba51N AND FIL7~R INLET za>+E t ATr s5~ OF SuRFAGe 4.er ZOW OF ACe
ra Pa975 wTM L35~*iTH3 AREA a~ w11~ ~,u~rAt, taw r+aar n
Sir ra v~mc~. Flt~iT r
25!6 pF SU!ifAG£ AREA z WEA
~ AFFLE INSTAI.I.ATI N STEP 1 N r w r~ SECO~ro GHAMI3ER 25AS OF raURPAGE AREA
71" MIN. MIN / SIDE SLOPES OUTLET ZOt~
jt~. 15As OF SURFACE PRE
, i, DRIVE 5' STEEL POST AT LEAST 24" INTp SpLiD GROUND. ~Lpjnt 2.115E 5TlWLES I' APART' HORi20NTAl1Y
~ FIB FABRIG I AND VERTICALLY TO ATTACH Tt~ I FA9RIG TO THE HOG WIRE.
a, SPACE THE BAFFLES ACCORDING TO PERSPECTIVE VI VV THE APPROVED PLAN. _ t'~ Ati] tM9WG
M NATURAI. tip 3 FT 6RpUND 4. THE FLOOR OF THE BA51N IN THE t711R~D (N OUTLET ZONE AND BERMS SHOULD
MIN, pE SEEpEDIMMEDEATELLY AFTER ~.b THE 6ASIN I5 GON5TRUGTED ~ 7a'' a' ~ BEtZM GUT 5LIT5 IN TFE FENCE !
a74N~ 5EG'fION 1 FABRIC WITH A KIIFE AL b„~" ; " al'~~P CA1T 012 ~IL.t. ~aI.QP4= THE BO'rTpM WIRE IN EVER ar
I X OTHER SgUARE OF THE HOG ~ Ate ! p WIRE VERTICALLY AND t~k'~ ~ pL,e,H yl ~W HORiZpNTAL4Y !
p_~!~~ x ftl~1//151L~
1 ITY E HIGH PRINT G 0 G ~ TY 0~ N t GH ~'C~ ~ NT !?ATE na:~IPTIaH
3 ~x ~ IP RAP APRON NORTH GAROL.I NA ~ - ~ N NJRTN GARC~LI A AFF IN TA l N P B LE 5 l.I.AT 0 5
x r N N INEERING GE TRAL E ~ CENTRAL ENGINEERING t
ry 3c
`arc STANDARD DETAIL DRAWING Er lpGy STANDARD DETAIL DRAWING
TEMPORARY QED I MENT ~A51 N TEMPORARY EARTH BERM UJ N ~
`~x~ ~ X 51LT r~ PER.St'~GTI1(E DATE; FEB ~8 G13-ERO.DWG N0. SATE: FHB ~8 GIO-ERO.DWC~ N0,
L
Sediment Basin Desi ~z Llj zoz
Project; Alexandria Park Apartments Computed By; STW Date: 12!15!06 j
Location: H' Point, N.C, Checked By: STW Revised: 07lOS107 <C o
Devebper: Blue Ridge Companies, Inc.
1.5'
MIN, Desi ng~Crizeria: Settl~gEfficiencyCrAeria:
+ Q" ~ oa Des' Storm 10 r Design Storm 10 yr ~ Y RatianalRnnnffCoeff. O.SO RationalRnnoffCceff 0.50
a o MIN. a 00 on a o Intens~y 5.81 in~hr (Tc= lOmin,} Intensity 5.81 irdl>r (Tc- lOmi~.}
n NgTE; o n #51 WA5HE17 NONE Weir Coefl~icient 2.S
o °a NONE SHALL BE PLAGED AT THE TOP OF THE 0o GHANNEL BANKS 7Q PREVENT STORMWATER He' t Over Weir 1 ft TEMP aILT EENGE
FILTE o p0° o~o FROM ERODING THE 501E A120UN17 THE DAM. FABRIG o Bottom Bottom Tap Top Side- Weir w CL
o ° Basin Drainage Denuded Sediment Basin Width Length Depth Width Length slope Length
A es V e ft. R ft 8. R ft. Number ea (Acres ea (Acr olwn Re aired Provi~d
1 3.44 3.44 12,384 13,589 See Grading Plan 3 See Grading Plan 2 S
4.38 4.38 15768 17609 See Gradrc~ Plan 3 See Cora ' Plan 2 5 2 g ~
2 3 7.70 7.32 26.352 27,417 See Grading Plan 3 See Grading P>an r.
G A55 A L a a THE SILT FENGE
STONE a oa n FABRIG SHALL
n BE RE L p ° ~ PAGED p`~ nn 2a MAX. r~ CAR,,
a ~ n ~ ~ WITH HARDWARE o ~ o c AT CENTER 10- ear Bottom Bottom Top Top Side- Y Basin Drainage Peak Inflow Surface Area Width Length Depth Width Length sbpe
a as a a a GLOTN OR RABIT n n ° n a s n cn n~ n a a a WIRE IN THE 4 1=1LTER FA6RIG Number a (Acres (cfs) (S . ft.) ft, ft. ft. ft. ft.
F a a as a na Low--.-~. a a n n a a ~ o a a o~~ 5T4NE OUTLET Re used Provided SEAT. 24497
SECTION, THE 1 3.44 9.99 4,347 5,447 See Grading Plan 3 See Grading Plan 2 2 438 12,72 5,535 7,251 See Grading Plan 3 See Grading Plan 2
FILTER OPENINGS SHALL 4 FT # 3 7.70 22.37 9,,730 12,736 See Grading Plan 3 See Grading Plan 2
SEGTIQN A~A FABRIG BE MIN ,25 MAX 51 WASHEq aTONE MIN
,5 INCHES, ~v
Sedl~ent Baslrt Des1~n Valtmtes
CITY o~ HIGH POINT ,r 2~
NORTH CAROL { NA I'-6'" MIN GENITER Basin # Elevation Area Vohune Total
CENTRAL ENGINEERING (s (cf} Vohune (c1) 1 850 3,621
STANDARD DETAIL DRAWING 852 4,823 $,444
8S3 5,467 5,145 13,5
TEMPDRARY ROCK DAM I~ILTER FABRIC xx 2 849 4,S4b
DATE: FEB q8 G12-ERO.DWG N0. ( ~ l~~l't ~ GT U 850 5,390 4,968
8S2 7,251 12641 17,6
I 3 846 5,048 GT Q G U T
848 10,667 15,715
RT hl 849 12,736 11,702 27,41
NTR.A I~ RIN G G G
aui ti)
T T ~ D DD D G
lao' MIN. (GOMMERGIAL) RAR.Y T N T T 0 ~ 0T lu
S('J' MIN. (RESIDENTIAL) o ,o' ~ry.~0o' o.' n ~J,nn• o.an.~o~,oa.b. 'o~ o b ~ Q p~
p .p . 0 0 a, DATE: EEB ~8 GQ-Ef~O.DWC~ N0.
o~.o a . ~ . aR WIDTH aF LU
. -o. PROPOSED STREET EXISTING ~ a. 3" - 4' STONE ~ ' ~ o. • OR DRIVEWAY,
ROADWAY A WHICHEVER 15 a o UL -q, k) m H
a. GREATER.
7 a fi.O o., a 0 4 a O. a o A0h p' .A 'o. "r !1 . d
PLAN STEEL POSTS ~t , SIMP a# EXCAVATE A b" x b" TRENCH. DRIVE STEEL ATTACH WIRE FENCE TO P05T5 AND ATTACH THE FILTER FABRIC TO THE WIR .10 TO THE WIRE
a PO5T5 16" INTO GROUND DOWNHILL OF THE EXTEND THE BOTTOM OF THE FENCE FENCE AND EXTEND THE BOTTOM OF THI 2 OTTOM OF THE BOTTOM. "
WIRE MESH-HARDWARE CLOTH TRENCH. WOOD PO5T5 4" IN DIAMETER INTO THE EXCAVATED TRENCH BOTTOM. FABRIC INTO THE TRENCH BOTTOM. MAY BE USED. 23 GA. MIN. & SHALL HAVE
- M N 1/4" MESH OPENINGS
s DROP 1 #57 WASHED STONE MAX. 6'
b of #5-7 5TONE WITH GRATE BETWEEN HEIGHT: BOTTOM OF WIRE MESH p05T5
ON FADE OF OUTLET MIN 2' EXTENDS 1' HORIZONTALLY UNDER STONE X Lf)
_ z r \ uj
EX15TINC7 ROADWA II erg, 1 p 'It" ...-.I 11 --1 I I 1I III \ \ \ \r
1 STEEL POST \ I 1=411 _ I Ill.- I I I I 1 DRIVEN 18"
00 oa opp o a o ~ o o°oa'~ o `~n `tip ~ ~ ~ (b" MIN. I- FILTER FABRIC C'LAS5 I~ V MIN. 2' INTO GROUND
A TONE BACKFILL THE TRENCH WITH #5'I CLEAN STONE TO ANCHOR THE WIRE FENCE "HO& WIRE"
W Q BOTTOM OF THE 51LT FENCE 50 THAT (fa 6UA6E WITH MAX. ME5H
GR©55 SEGTION RUNOFF 15 FORCED TO GO THROUGH THE STEEL P05T5 5PACIN6= b INCHES) STEEL POSTS FENCE AND CANNOT 60 UNDER IT.
o ~ FILTER FABRIC
- N #57 WA5HI d X57 WASHED STONE 1J4" WIRE MESH 7,~-_SEE!5PECIF16ATIONS WEIGHT: MAX. 3' FOR MATERIAL MIN. 2' BOTTOM OF WIRE FENCE AND
771 FILTER FABRIC BURIED b"
P` D/ 13 CH IN EXCAVATED TRENCH BACKFILLED WITH CLEAN 5TON 00 I~ I~ I I ~ 'H GLEAN STONE.
o NOTES fi V ICI I ICI ,~I I I i l
d 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE N MAXIMUM UTILITY BY ALL GONSTRUGTION VEHIGLE5. \ I I I I { {=1 I ~I 5TEEL P05T DRIVEN - 18 INTO GROUND 5GAL.E: N.T.5.
2. TURNING RADIU5 5UFFICIENT TO ACCOMODATE
LARGE TRUCK5 15 TO BE PROVIDED. 5. MUST BE MAINTAINED IN A CONDITION WHICH WILL CITY OF NIGH POINT CITY OF NIGH POINT 10 I NT DATE: 1212010(b
I PREVENT TRAGKING OR DIRECT FLOW OF MUD ONTO G I TY OF H 16H POINT Q STREET5. PERIODIC TOPPRE551NO WITH STONE WILL NORTH GAROL I NA NORTH CAROL I NA -INA
NORTH CAROLINA 1 d BE NEGE55ARY. CONTRACTOR SHALL MAINTAIN CENTRAL EN61NEERI NCB NOTE: Both of Filter nw5t Nye CENTRAL EN6INEERIN62 :ER I NCv PROJECT: 424.04
AS NEGE55ARY. CENTRAL ENGINEERING RIP RAP OUTLET 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE GLEANED UP IMMEDIATELY. placed in trench and b
5. FREQUENT CHECKS OF THE ENTRANCE(5) AND STANDARD DETAIL DRAWING secured N bockffiling the ~ "0 4 STANDARD DETAIL, DRAW ~ DRAM NCv
0 TIMELY MAINTENANCE SHALL BE PROVIDED. STANDARD DETAIL DRAWING N T A APPLICABLE AT PoINT5 OF (NCR ~ 6. o Es RE ALL E55 ENTRANCE WIRE AND STONE the trench with washed stone. Q¢~~ V"a n nyaq~poCp ab op nm0'Oq y„aq ya Qpp. Do not Install 5iit Fence TEMPORARY SILT FENCE F ENCE PRAM BY: TOE,
CONSTRUCTION E AND E6RE55 UNTIL 51TE 15 STABILIZED. -I T. UTILIZE FILTER FABRIC, IN CLAY 5011-5, INLET PROTECTION where flaws are concentrated. NO. SHEET
AND EGRE55 UNTIL 51TE 15 5TABILIZED. DATE: FEB q8 G2-ERO.DW6 NO. D I-ERO.DWG NO. ATE: FEBqoG -ERQ.DWC NO, DATE: FEB q8 G
- -

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MAX. PIPE THIS SIDE - 18" °0
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Q
FS
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
C A A 11 I BTHH"
DIMENSIONS OF BOX PIPE I CUBIC YARDS
DEDUCTIONS FOR
63
PIPE
SPAN
I WIDTH YIN. HEIGHT CONC. IN BOX
ONE PIPE
A -!Q
_
G»�
BOTTOM WALL PERS
E
P Q O
D
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B N SLAB Ff. HT. fi"W x
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7-
12"
3'-0"
-0 S)
0.016N.O4
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIITTN WIOTH SPAN WIN. HEIGHT
COVER
DIMENSION BAPS -U
z
0.848
0.029tg"
H
.
o
-0.703
O.Q33014
c..
q
i
a
0.059-0"
+INCREASE THE SURE OF TTE S" OPENING TO 8" MAX., AS DIRECTED BY THE
J
F-0" S -6' 0.222 0.222 0.9250.082
ENGINEER BY ADDING 2" TO THE WALL HIEGIT ABOVE THE TOP ELEVATION- ADJUST
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QUANTITIES ACCORDINGLY.
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SHEET 2 OF 2
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840.03
840.03
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WITH GRATE Ai FRAME REMOVED
^•"' ^""*YG(INCIDENTAL)
"ATION
DAG FRAME --
s.,
GENERAL NOTES:
USE CLASS "8" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-S" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. ORAV1IN8 840.88.
tlPTIO1AL CONSTRUCTION - MONOLITHIC PDDR 2" HrEYWAY OR #4 BAR DONELS AT
12" CEM --BO AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, AW TO SLAB
AS GROW ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS WATCHING.
INSTALL 2" WEEPNOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 789 BY= IN A
POROUS FABRIC SAO OR WRAP, AT EACH WEEP "OLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL FJP08E0 CORNERS 1".
OWNING NOT TO SCALE.
00MIEL(SEE
NOTE)
MAX. PIPE THIS SIDE - 18" °0
Q
SECTION X -X
W ��
SECTION Y' -Y
00wx
FS
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
C A A 11 I BTHH"
DIMENSIONS OF BOX PIPE I CUBIC YARDS
DEDUCTIONS FOR
tl'
PIPE
SPAN
I WIDTH YIN. HEIGHT CONC. IN BOX
ONE PIPE
A -!Q
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BOTTOM WALL PERS
C.N. R.C.
P Q O
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A
B N SLAB Ff. HT. fi"W x
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SECTION R• -R
12"
3'-0"
2'-0" 2-0 0.222 0.222 0.692
0.016N.O4
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIITTN WIOTH SPAN WIN. HEIGHT
COVER
DIMENSION BAPS -U
z
0.848
0.029tg"
H
.
o
-0.703
O.Q33014
c..
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a
0.059-0"
+INCREASE THE SURE OF TTE S" OPENING TO 8" MAX., AS DIRECTED BY THE
TYPE - E
F-0" S -6' 0.222 0.222 0.9250.082
ENGINEER BY ADDING 2" TO THE WALL HIEGIT ABOVE THE TOP ELEVATION- ADJUST
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QUANTITIES ACCORDINGLY.
#4 BAR
w
DOWEL
Z
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s.e�� "�K
NwIR,j
WOG9a.xz
-- Q Q �
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1-4z
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LU
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Q TQTT GENERAL NOTES I• 2 1 W
� USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. e. INTERNAL YIN. MIN. MIN. CIRCUMFERENTIAL Q Q
000
O 0 FABRICATE ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL
CONE SECTION
T- -n tD1 ACCORDATHG WITH MSHTO Y198. (FT.) iNICKNESS BLAB THICKNESS PER VERTICAL FT. W "30
r"z
H 2 x � ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
(IN.) (IN.} (S0. IN.) o a x
1 y � FROM THE TOP TO,THE BOTTOM OF THE MANHOLE.
=CO O o WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 4 4 S G. t2 M
x o THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 6 5 S 0.16 H z w
1.4 CH OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. -a�
QPM e B e O.iB �C)d"wd
-i LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH OWE TO TOP OF IDC
> BOTTOM SLAB. p� 1" M
(�/J' I r THE MIN. SLAB THICKNESS `T' I$ THE DIMENSION OF THE ,^ „ ,
a.0 Q
THINNEST PORTION OF THE TOP/SOTTOM SLAB• ALTERNATE CONE SECTION GRADE RIMS--?-°--� a
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF 'TOP SLAB HAS a MIN. AREA OF STEEL
A DISTINGUISHABLE TOP AND BOTTOM.
.p ° IS 0.07 in.z �+
"O ECCENTRIC CONE
-
'Df W
i+W D+2tiw '
�m'y » ADDITIONAL " ~
)' C YIN. ,T4 REBAA q . OF CMI R/F
N LOCAI7E WALL REINFORCEMENT
IN MIDDLE THIRD OF WALL o
a �
fit
USE MIN. AREA OF STEEL IN TOP n a LL
yam. T- CLR. sLAs GF aa's s B" CTS. STEP STD. tD
'S„" N H EACHBWAYIEACH FACE •. 0. 540.88
i
FLAT TOP SLAB CIRCUMFERENTIA. 3 Z N
nuff AN Goan =I 0 REINFORCEMENT) d C CL
-4 m TROPIC a AUN aa.r, ° Q
ADDITIONAL N4 EACH LONGITUDINAL
CO ». atrnACFIc �: e4C,- ADDITIONAL 04 EACH REINFORCEMENT (MIN. CI U) CO
Q S Q SIDE OF LM'ENINB (1 "0.44 SIDE OF OPENING (1" AS = 0.12 IN. /PT.) w
D CLEAR OF BOTTOM FACE RISER
PLACE BARS DIAGONAL ew.>en CLEAR OF BORROW FACE) e Q Q
00 Q TO CORNERS (TYP.) "K°•'°
D*E J
M ` FRAME AL GRATE / r SEE STD. $40.54 N = N
_ _ _ _ _ i - N., FOR MANHOLE i BASE H z
RING AND COVER
REINFORCED CONC.FTG.w "'
1H7__II_ tUl t t` t` ��u7U"tt�". , •.:o•.r;o•,.:;n•.�'.a',.: o',:°•P"•a<?',•:•'P'. _ 626.Oi1 1F�D. y
t Ir II ,I
_, � r-- '• REWIRED) V
m 1 r , .. , - F I USE MIN. AREA OF $TEFL I
IN BASE SLAB OF
�� .� ______0.12iR2P!]iLINEM.__---_I
m ` FOOT EACH WAY cc
Aa.
TYPICAL MANHOLE SECTION !SHEET 1 OF 1
EET 1 DF t GRATED INLET OPTION MANHOLE OPTION EET I OF 1 I'I
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RISER HT.
VARIES 6
WHERE 30" TO 38" PIPE IS USED
RISER HT.
VARIES
WHERE 42" TO 64" PIPE IS USED
DETAIL SNOWING METHOD
OF ISER _.._._._._ N _._._..._...N
GENERAL NOTES:
USE CLASS "B" COMM THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88.
OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2" KEYWAY, OR R4 BAR COME" AT
12" CENTERS A8 DIRECTED BY THE ENGINEER,
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IB SET IN BOTTOM SUB OF BOX, ADD TO SLAB
AS SHOWN ON STO. MD. 840.00.
USE TYPE "E", "F" AND "8" GRATES UNLESS OTHERWISE INDICATED.
FOR $'-tl" IN HEIGHT ON LES$ USE G" WALLS AND BOTTOM SLAB. OVER
8-0" To 18'-0" IN HEIGHT USE S" WALLS AND BOTTOM SLAB, ADJUST
QUANTITIES ACD OROINOLY.
CONSTRUCT WITH PIPE CROSi8 MATCHING.
CHAFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
SECTION X -X
FRAIff. tMU178AND IHDMD
0 cq
EE STO.NO. Ni40. DS
-1
T E-.4
T b,•
all, °' C
8
SECTION J -J
WHERE SD" TO 98" PIPE I8 USED
SEE NOTE
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PLAN
f SECTION IN
WHERE 42" TO 54" PIPE IS USED
J
840.02
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TED. _
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UNLESS H
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A G � A ALIGN FRAME WITH INSIDE 1 " a.
N �' EDGE OF WALL TO ALLOW ; ; - pC tI Nit
M
FOR VERTICAL ADJUSTMENT ;o• 1
!/
WALL SECTION----_
e;.
T T
SECTI(►N B
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0-E-ci app SECTION - NN
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EET i OF 2 R SECTION- R SHEET 1 OF 2
840.03 #W ELEVATz�840.03
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M. Z'n -„I.• -) 114 BAR$ nVn
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FOR 8'-0" IN HEIGHT OR LESS USE S" WALLS AND GO. I SLAB. OVER
d-
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SECTION R• -R
Q -J
OMMICT WITH PIPE CROWNS WITCHING.
MINIMUM DIMENSIORS AND QUANTITIES PON CONCRETE C
� HQ4
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIITTN WIOTH SPAN WIN. HEIGHT
COVER
DIMENSION BAPS -U
z
.D_ _A_._ 8_.. C 0 �H-"
E F N0. IENGTI
H
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ui C3
CHAMFER ALL EXPOSED CORNERS 1"•
c..
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Wru
+INCREASE THE SURE OF TTE S" OPENING TO 8" MAX., AS DIRECTED BY THE
TYPE - E
wff. W UL arl T Ral q C.S. e.0 ,
lit
ENGINEER BY ADDING 2" TO THE WALL HIEGIT ABOVE THE TOP ELEVATION- ADJUST
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RAISlD rFLOWARROUM„
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D
QUANTITIES ACCORDINGLY.
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TYPE 8 SECTION A -A
SHEET 2 OF 2
ET 2 OF 2
840.03
840.03
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m
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8" E N8 "W" BARS
M4 BAR
-4 -4 -4
w
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ES
N
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FOR 8'-0" IN HEIGHT OR LESS USE S" WALLS AND GO. I SLAB. OVER
041 3"" 10
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846.01 1846.0111
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SURFA EMOUNTED 0 CRETE PAVEMENT Hi
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FILL AND SEAL THE TOP 11" OF THE EXPANSION JOINTS AND Ct1A8 AND GUTTER 3" CONC. COVER
THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER, AS CALLED FOR ON 0.02 SLOPE
PLANS. :........... .. •• •...
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FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER, SEE SURFACING o 0 ooa a cdq,a e - o oo,q ooe G aQ •.
s' ?: 0. ra .o ovCy :. o oINGIDENTAL STONEQeGy ,e a ©' o o".iy ,o ,
HEFT 1 OF 1 STANDARD NO. 846.01 �--_� �__ , SHEET 1 OF 1-11
852.01 PAVED CONCRETE ISLAND 852.01
OMEPVteVEL O
BLUE RIDGE COMPANIES, INC.
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NO 21265
CONTACT: JIM GRVICH
PHONE: [phone]
FAX: [phone]
NSPINMR:
CPT ENGINEERING $ SURVEYING, INC.
4400 TYNIN& STREET
HIGH POINT, NO 27265
CONTACT: STEVE WEBS
PHONE: [phone] EXT. 510
FAX: [phone]
12ILE�- VI SI OMS
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DATE: 12!20/06
PROJECT: 424.04
DRAWN BY: TGL
SHEET 21

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C N DIVISION OF HIGHWAYS ~ „ DIVISION OF HIGHWAYS C „ I ~ RALEIGH, N.C. j N RALEIGH, N.C. OD ~ DIVISION OF HIGHWAYS ° PAINTED ISLANDS DIVISION OF HIGHWAYS RALEIGH, N.C. ~ ~ RALEIGH, N. C.
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~ ~ RALEIGH, N.G.
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BLUE RIDGE COMPANIES, INC. ING. (LOT Y) 2513 EASTC+ESTER DR
(EE) Endorsement Block on all Plan and Profile 5heet5: Approved by the Technical Review Committee for 2 years, subject to 0 5826 5AMET DRIVE, SUITE 105 E f O5 PIN# 180002b3CXa00"ICX1010
v the approval of a separate land°di5turbing permit and/or erosion N HIGH POINT, NC 21265 CONTACT: JIM GRDICH 50AL.E. 1 50
control plan, and may be extended In accordance with the provisions of 5ecAb -8(e F the High Point Development Ordinance. ) PHONE: (536) a81-1515
FAX. [phone] DATE: 12/20/06
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(0) Owner 5/ Developers Certificate of Compliance ry 50 0 25 50 100 240 4400 TYNING STREET F,
WeaRidge Gam onies, Inc., accept this submission a5 our plan of HIGH POINT, NC 21265 CL I a CONTACT: STEVE INEBB DRAWN 5Y: T&L
0 de t and agree to Install all required improvements and comply PHONE: [phone] EXT. 510 EXT. 310
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5626 SAMET DRIVE, SUITE 105 HI6H POINT, NC, 21265
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0 / DATE: 12/20/06
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GO T4 BE REMDYED' d D AT ~ f?I.UGGE ~ GONTRAL. ""'~/IC.E
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EX WM T4 ~ ~ ~ BE RENK~VED cA ~x le° ~L~ ~ ~ i5 COMPLETE) <
3 f'I.,UGGED AT MAIN W ~u ~ ~ , F;~;,;
EX SDhiH +D ~ ~ roe= ~~.~.a f ~Y•. ~~X~ F~ z Q ~ ~0
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;::~a:~;;'~7P~G7 yy # • ~C7 I AV PR I AL ENGINEER REGl5TERED IN THE a ' I I. THE DEVELOPER 15 REQU RED TD H E
~ ~ 4 • STATE OF NDRTN CAROLINA) TO INSPECT ANp CERTIFY THAT THE CONSTRUCTION WA5 DONE IN N lU IL
11? ~ 'n 1W I N ~ ACCORDANCE WITH NGDOT STANDARDS AND A5 SHOWN ON THE APPROVED PLANS ON F LE I Eli'
J~ EIP ~ _ THE DISTRICT OFFICE. i, 0 ° r'
Q ,~U ~ 2. AN EXECUTED COPY OF THE ENCROACHMENT AGREEMENT SHALL BE PRESENT DN THE
' '1 CONSTRUCTION SITE AT ALL TIMES. IF NOT OR IF SAFETY DR TRAFFIC CONDITIONS WARRANT v
U ~ 'f SUCH AN ACTION NGDDT RESERVES THE RIGHT TD STOP ALL WORK UNTIL EVIDENCE OF ~r \ N H WN APPROVAL WITH SAFE GONDTIONS GA BE S O
. ~ ~ 0
ll GV ~ " 3, STRICT COMPLIANCE WITH THE P I IES AND PR DUR F R A MM ATING TI ITIE ,r~, FIP
. , a ON HIGHWAY RIGHTS DF WAY MANUAL SHALL BE RECUfRED. THE ENCROACHING PARTY 15 • v • ~ ATi FA TORY REQUIRED TD CONTACT THE APPROPRIATE UTILITIES AND TO MAKE 5 a G \4 CAR
~ ~ EX DR11lE TO " •p ~ a~ ARRANGEMENTS TO ADJUST THOSE UTILITIES IN CONFLICT PRIOR TO BEGINNING GDNSTRUGTIDN,
BE l~MOYED p A ~ ~ ~ ~ T N XP N T T N DT. THIS UTILITY AD.IUSTMENT 15 A D COST ORE ESE 0 HE G 0 1 v • qft
. ~p EX 55MW ~ ~ VyM TO I ~ ~ ray e~q.~~ ,~v ~V ~ SEAT. 24497
8E i~MOVED INV IN (~1 82.44' ~ ~ i ~ ~ PLUGGED AT MAIN a Iriv our 6~2.~2 n V ~ 4, THE CONTRACTOR SHALL NDT BEGIN GDNSTRUGTIDN UNTIL THE TRAFFIC GDNTRDL AND N IN T D T TH ATISFAGTION OF THE DISTRICT ~ EROSION GDNTRDL DEVICES HAVE BEE S ALLE 0 E S o
° ; Y AN P RMANENT TRAFFI NTRDL DEVICES SHALL COMPLY WITH ~i ~ ENGINEER. ALL TEMPDRAR D E G GO t, ITH
EX GO Tp ' ,ky BE f2EMUVED ~ ~ ~ ~ N W MA A N UNIF RM TRAFFIC GONTR EVI E (MUTGD). THE M05T CURRENT EDITID OF T E NU L 0 t '
AT' d f~LUGGED v• F I AR P N RING TH HOURS F 6:D4 AM TO q:00 AM +~fG?ii119~~`~~ 9 1.
55MH ~ ~ " iC ~ 1~IP x 'MH E. 55 EIP 5. ALL LANES OF TRA F G E TO BE 0 E ED DU E O PMT 1:04 PM. TRAFFIC WILL BE MAINTAINED ALLOWED TO PASS WITH ANp FROM 4:00 D
rot' 6`iG,31' ~ INV IN (2 W) 874.46' r F ~ v• F MINIMUM DELAYS) AT ALL TIMES. ANY WDRK REQUIRING EQUIPMENT OR PERSONS WITHIN 5 0
~ Ih1V. OUr 614.36' c94 EX G~ ~ THE EDGE OF A TRAVEL WAY SHALL REQUIRE THAT LANE CLOSED A5 PER THE MUTGD. THERE 7N
C~ INV, C)Ur= 815.12 ~ N W RK IN TWE RIGHT F WAY DURING HOLIDAYS. NO WORK SHALL BE ALLOWED DN SHALL BE 0 0 0 v EASTGHESTER DRIVE FROM THE WEDNESDAY BEFORE THE WEEK DF THE FURNITURE MARKET
EX WM T4 0 ~ BE REMOVED 4 ~ '0~, A J~ ~ ~c ~iC S5 ~s / ~ .t` Y FT TH F MA K T. TW ANES OF TRAFFIC IN EACH DIRECTION ,I~ UNTIL THE MDNDA A ER E WEEK 0 R E O L U SHALL BE OPEN DN EA5TGHE5TER FDR THI5 TIME PERIOD A5 WELL. ~ rn
~ PLUGGED AT MAIN ~ , , C ~ o A FX GB v •
>=ac cuRB To p ~ CJ ~ ~ rod= 616.65 v 6. THERE SHALL BE NO EXCAVATIONS LEFT OPEN OR UNSAFE OVERNIGHT. THE CONTRACTOR
IN~J C~Ur- ,8"1a.6$ ~w . ~ / ~ o • SHALL COMPLY WITH ALL OSHA REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON SITE v
+ ~ Ells T I H MPLETED TD ~5~a TO SUPERVISE EXCAVATIONS AT ALL IMES. ALL BAGKF LL S ALL BE GD 46E
Elp s,, U .;a~ ~ . '.o ~ .s~ v ~ ~ / DENSITY FOR SHOULDER SECTIONS, 100 DENSITY IN PAVEMENT SECTIONS AND IN ACCORDANCE • H N RT AR IN PART NT OF TRANSPORTATION. v WITH AA5HT0 Tq~l A5 MODIFIED BYTE 0 H G OL A Di ME /
/ /
EX Il(E TO / a fJE DYED / ~x ~SMH o • / / / 1, EXCAVATION MATERIAL SHALL NDT BE PLACED ON THE PAVEMENT. DRAINAGE STRUCTURES o
~ • / / SHALL NOT BE BLOCKED WITH EXCAVATION MATERIALS AT ANY TIME. ANY DRAINAGE ~ / STRUCTURE DISTURBED OR DAMAGED SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR A5
IN ~ GJ ck INV (W) 61,. ,G'l ,°Y I ~ IhdV IN (td, 610.1 ~ / ~ ~ s, DIRECTED BY THE DISTRICT ENGINEER. J u un
w Ilan. our e7o.lr Elf' c / / / . / / / / / / r,~ w
U~ c ~ / ~ • / THE PAVEMENT TYPICAL FDR THE WIDENING SHALL BE: / S.0" B25.OB - ist LIFT OF 4.0" AT AVERAGE RATE OF 456 LB5/5Y i..- T-
4 / / ' / 2nd LIFT OF 4.0" AT AVERAGE RATE OF 456 LB5/5Y
~ / z / 3.0" IIq.DB -3rd LIFT OF 3.O" AT AVERAGE RATE OF 342 LB5/SY
~ U e ~ n ; ; I.0" 5Fq,5A - 4th LIFT OF I.O" AT AVERAGE RATE DF I10 LB5/SY TD BE PLACED OVER THE ENTIRE ROADWAY o-
~ (BOTH NEW AND EXI5TINGJ ..r t1 z
TW CO4TRA4TOR K ST COMPLETE A JOB MIX FORMULA SHEET AND' ur-
WMBIT TO THE NCDOT DISTRICT OFFICE PRIOR TO INSTALLATION OF
D T • PED EX LANE / ASPHALT.
Cl. THE DISTRICT OFFICE SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACEMENT OF PAVEMENT OL ua F-- uu
MARKINS MARKINGS AND MARKER5 50 THAT NCDOT CAN REVIEW AND INSPECT PRE-MARK5 BEFORE
K TO REMAIN INSTALLATION. ALL 5TRIPIN6 AND PAVEMENT MARKIN65 SHALL BE THERMOPLASTIC IL
ALKYO/MALEFIG (APPLICATION BY EXTRU51ON METHODS) ONLY.
10. INGRE55 AND E&RE55 SHALL BE MAINTAINED TO ALL BU51NE55E5 AND DWELLIN65
TEL MH. AFFECTED BY THE PROJECT. ALL DRIVEWAY5 ALTERED DURING CONSTRUCTION 5HALL BE
Y / IMPROVED OR RETURNED TO A STATE COMPARABLE WITH THE CONDITION OF THE DRIVEWAY5 PRIOR TO CONSTRUCTION.
~ / FOG MARKER /
II. ALL 516N5, PAVEMENT MARKIN65 AND REFLECTORS AND TEMPORARY OR PERMANENT x
TRAFFIC, CONTROL DEVIGE5 SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR AND BE I05TALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC, CONTROL DEVICES (MUTGD) ,D~ 11.I
AND NCDOT STANDARDS. ANY 516N5 REMOVED DUE TO GON5TRUCTION 5HALL BE REINSTALLED ED
AS 50ON AS POSSIBLE.
til
12. ALL D15TURBED AREA5 WITHIN NCDOT RI6HT5 OF WAY SHALL BE REPAIRED WITH THE FOLLOWING RATES OF SEED, FERTILIZER, AND LIMESTONE IN POUNDS PER ACRE, AND THE AREAS SAS
PROPERLY MULLED AND TACKED:
25# RELIANT HARD FE56UE
r ~ 100# ALTA OF KY 31 TALL FE5CUE 25# KENBLUE KY BLUE6RA55
100# 5-10-10 FERTILIZER
4000# LIMESTONE PROJECT ADDRE-%: (LOT W1 25141 EASTC+ESTER OR
NO WORK SHALL BE ALLOWED ON EASTGHESTER DRIVE FROM THE WEDNESDAY BEFORE THE Q L.Q R,: T i,'~ PIN# 100002630000100001
WEEK OF THE FURNITURE MARKET UNTIL THE MONDAY AFTER THE WEEK OF MARKET. TWO LANE5 OF TRAFFIC IN EACH DIRECTION 5HALL BE OPEN ON EA5T6HE5TER FOR TH15 TIME PERIOD AS BLUE RIDGE COMPANIES, INC. NG. (LOT Y) 2513 EASTCMSTER PR
WELL. 582b SAMET DRIVE, SUITE 105 HIGH POINT, 140 :21265 lCJS PIN# 18000283QQD4?000!4
CONTACT: JIM GRDICH SCALE: III = 50'
PHONE: [phone]
FAX: [phone] DATE,: 12/20/06
i EN61N :
GRAPHIC SCALE CPT ENGINEERING d SURVEYING, INC. =Y1r~, iNG. FROJEGT: 424.04
25 50 100 200 4400 TYNI N6 STREET 50 0
HIGH POINT, NC 2.7265 CONTACT. STEVE WE66 PRAM N TILL
PHONE; [phone] EXT. 310 XT. 310
T DEMOLITION PLAN FAX: [phone] ( IN FEET )
- o 1 inch = 50 ft. SHEET
- 9 TRAr-- IC CONTROL PLAN
- -

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I e ! I I ! V2~ n r I I I l . I r ; ' i 'I j f ! f I Y" V ~ { i i i j i I ' ! ~ ! PROJECT ADDRESS:
! I ! I cv ~ ( CT' ~ E f C M I ! I I ~ j j ! I I 11} I i A i I j ` ~ q sa io+oa (LOT PQ 2519 EA,STC44ESTER OR
~V1F- I I I i PIN# 180002830000100001
i &55 E ' I r j ; I Q ! I I + ` i i ~ I ~ i I , aE2 Endorsement f3lock on all Plan pnd Profile 5heet~~ ets: (LOT Y) 2513 EASTCMESTER DR
d' I i ~ i 1 # } i ~ ~ a I f } f I I I ( i i ~ ~ , l 1 ~ t}1 I- - e i ! I i I i ! i i ! I I Review Committee for 2 years, sub'!. Approved by the Technlca I + ! I I I I l ! I l j ( I ! { R 1 ; i I ! I ; the approval of a separate land-disturbing permit and/or eroe years, subject to PIN# 180002830000100010 and/or erosion - 40' H
E I I I may be extended in accordance with the proe control Ian, an i I 1 I i i i i I 1 i , I with the provisions SCALE: 11
I ~ I I of Sect n q- - (e) of the High Point Development Ordinance. f I I ~ I ; ~ ; I i ! 1 4' Y Ordinance.
~ ! j ` j f I i I V I m I i I I i I ~ ~ i i I I ~ i I I I i i f ! ! ~ 1 i l i i I I i I , ! I I r
-h-r , f j If I I V I E j j $ I ! I Ato- i 1 i ! I + I 1 I l Director F anning and Development Date 7 DATE- 12/20/06 gate
TUM ELEV DA a r PROJECT: 424.04
850.00 ~ m m cv p ~ ~ dJ ~ ~ N cv rv ~ 0 t' t` N m dJ ~J d' cot e of om li nce o s Ger ifi N Q ¢ (Q) Owner 5/ Dev I 12e a N Q m m 0 on as our plan of
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~ I ! ( j ~ ~ I j ~ I ~ I I I I ~ i i ~ f I i I i i ~ I ~ ! ~ 'd`'~' I 1 ~ ~Ui4 ~ ; R NoN-ROA f ~ ! ~ d~ dJ 1- ' ! UNDER ROADBEra uNnE { ! , E ~ ~ ~ ~ I I~ DER NON-ROADBED
' I I ~ ~ ~ I ~ I I ! ~ i ~ i ! ~ ~ i I ~ ~ . , _ . . _ ~ ~ ~ ~ ~ i , E ~ , I + N ~ .i_. . . _ , 1... _ _ _ _ _ _ _ ~ _ _ _ ~ . FILL MIGHT I -4 _ _ _ . _ _ _#1~.-- ~ Z.Z. a_ _ ~ I I I ~ ~ i BEDDING 6" u5? 5TONE/ABG - g5A~i k5? STONE/AEiG - q.° STONE/ABC - q5% lu
I I ~ ~ i ~ ~ ~ ~ ! ! ! t i I I i I ~ ~ ~ ? 1 - q5~, X51 STONE/1>BG - q$ f ~ I 1 r ~ i HAUNCH I/2 D.D. a5 5 aNE/ABG I i ~ " i ~ ' ~ ~ ~ ~ 1NIT KPI L MIN h" OVER PIPE ABG/FLaht FILL - 1005K SELECT (NOTE I) - q, STOWABG 415916 EGT (NOTE 1) - q5%
' i I ! i i I I ~ ~ I ~ I { f ~ . i I ! ~ ~ I ~ I I ~ ~ ~ cn t- 1 ~ SAL BAG L , I ~ - ~ ~ ~ ~ S FINAL BAGKPILL VAR, ABG/FLOW FILL - IOOAs 5ELEGT (NOTE I) - q, ~ ~ ~ EGT (NOTE 1) - 4159b STONE - qS%
I ~ ~ I ~ I ~ I I i ' . I ~ t ~ ! i i ~ I C t... . I i I ~ i FILL HEIGH'f>4' 12 i ' a. . _ _L. _ . _............4 I . v... . _.L.._.. ~ . BEDDNG 6 ~ ~ m I ~ i " a5? STONE - q5~ ~5? STONE - q5~
~ ~ ! ! I i f j j I i I I i E ~ i _ } I- HAUNCH i/2 OD. ~5? STONE - q5~s K5? STONE - gSRs .m ~ I I m ~a~+ 5TH #i ~.a ~>_~T ToP I.u / II ( I INITIAL BAGKPILL MiN 6 Ov>rR PIPE GLA55 IV-A (OPT. MOIST. ! 3S~) OR 6ETT752 SELECT MATE I) - qi ~ ~ i STONE -qS% EGT (NOTE 1) I) - g05G
j ~ I I I i I I ! ' ! I j I ~ ! i j i 1 i i i I ! I ; ' i j I ~ ~ ~ m ~ ~ ~ , ~ ~ GLASS tV-A-gSAi GLAS5 Ilt'"g5~ 1 ~ Z ~ ~ I ~ FINAL BAGKPILL VAR SAME AS INITIAL BAGKPILL SELECT (NOTE U-A5 ' s ~ 0 , i / ~ BY THE ENGINEER EGT (NOTE I)-AS APPROVED THE ENGINEER
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' . ~ - _ 850 ~ _ . 1 I j .j E i ~ ~ ~ ~ I ! i ~ j I ~ ~ I ~ ~ I i FILL NEIGHril,2-2A ~ ~ ~ I l~ ~ ~ ~ I I I BE DING b" ~'a? STONE - gSAy ~5? STONE - g5A6 ~ `t~ ~ ~ ~ ~ ~ I i D q 7 TONE • g5A5 STONE - gS% STONE - q5%
i I i ! I i I { I j ! I ~ r f ~ i I i I I ~ ! ! J { I (U t ! I i - I i i HAUNCH Ill O.D. a`a? STONE - g5f5 5 i i I ( ~ ~ , { INITIAL BAGKPILL MIN 6" aVER PIPE ~5? STONE - gSiG ~5? STONE - g5Ai ~ ~ ~ I FINAL BAGKPILL VAR. A5 APPRaVED Bt' TF~ ENGINEER / q5% A9 APPRCNEp BY 1 STONE- APPROVED BY THE E IMEER ~ V
d~? cv, ~ ~ ~ ! I j ~ j a I ~ I i ~ ! ~ ! , ~ ~ ~ ~ ~ A5 REQUIRED er i ~ ~ ~ ~ ,.----r E ; i 5 REWIRED BY THE EN6INEE
i I ~ ....1...1..~ .,.i... ! I . ~ z ~ _ j , . . _ _ , y I 'VV I E ~ I ! . _ L_.... , ...L..... ; L.. TaPOFGROUND SURFACE OR ( ~ ; I I i ~ t I i BOTTOM OF ROADWAY BA<aE GUURSE 5E _ tu 9)
I I ~o+~~ t j 1 ~ ~ ~ ; i ! . ~ ~ I t I i ! 6 (SOH 5TD q.O ~L~T TOP; ~ ~ I ~ ~ { ' ~ I I
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~ L.. ...l.._.._....... _ _ I ~ _ I.._.. r ~ ~ ~ r i i. REFER TO AaN i I / i 2. MINIMUM THE .RTES:.." V / REFER TO TASTM RENCH D 2321. IDTH 2, MINIMUM TRENCH WIDTH
845. ! ! I ~ ~ 1 ~ _ I j i I r I ~ c I ; ~ I i I i ~ . ,D SFtALL NOT BE ~ ' f~ ~ FINAL BAGKPILL AT ~ I I ; ~ ~ ~ THE GRE ER ~ l I ~ ? SHALL NOT BE LESS, THAN , THE GREATER OF EITHER Lu
a ~i~,qN ! ~ 1 0 I ! a ~ 5 L ~ ~ ~ I ~ I THE PIPS ouT~ i ~ , I PLUS ib a~ ~ THE PIPE OUTSIDE DIAMETE > l PLUS 16" OR THE PIPE
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GaHP STD #1 q,O FL T TOP) will NORTH GAR JL I NA I. COMPACTION REQUIREMENTS MAV NROL I NA I(Al ~C
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fV ~ I e i ! 1 (LOT Pro 2519 EASTOWSTER OR
+ { I. I 1~~ I... i ; Sheete: LE) Endorsement flock on all Plan an Profile ( ; I PIN# W002W0000100001
825 { j i { ~ 4 I Approved the Technical Review Committee For 2 years, subject to ec.t to (LOT Y) 2515 EASTGHESTER OR
i E , I 1 ~ ~ a r Q I i i ' i { I + ~ ~ k I I the approval of a separate land-disturbing permit and/or erosion I ( ~ I f 1 M i I ion PINS I S0002b30000'100010 451orn9 III = 40'H
' control plan, and may be extended in accordance with the provisions I i _ _ . _ _ _ _ of 5ectl q-6- of the High Point Development ordinance. SCALE: = 4' v
I { j I 1 j I ' I i ~ i I I l { k I + I ~ i i I I i • - 6_441< I ~ I ' f I ' ~ ~ i I M PATE.- 12/20/06
I Director of Planning and Development Date i ~ I I I I t j ,
; { I j I Q DATUM ELEV I , I (Q) ©wner'S/ Developer's Certificate of Gomplionce FROJECT: 424.04
820.00 ~ t(1 N N ~ ~ ~9 We Ride Gam antes, Inc., accept this 5vbmi55lon as our plan of 9 d an of id comply PRAM 5"(- T6L
L- o o o 0 0 0 o o t= N N N N ~ d elo ent and agree to install all required improvements and comply N N N N m m a
a m m m m m ra m m m m m N dJ ~ ~ c~ ~ ~ dJ dJ dJ dJ ~ ~J Q IT Kr wi the condltian of approval. dJ ~ dJ dJ dJ dJ d1 dJ da cif cp dJ dJ ~l dJ dJ ~
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Owner eveloper Date SHEET
a+oa 0+50 I+ao I+50 2+00 2+50 5+00 5+50 4+00 4+50 5+00 5{ 5+50 (9+00 6+50 -7+00 -1+50 8+00 8+50 C1+00 a+50
- -

M NKM T N TI N= '-mac,. DIP,< INV. T= 4~ ~ ri~,---''..
~T CLUB I} GENERAL -THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPEp OF ~ e C)U ~ .5 ~ ~ s ~ MCI w N 6
ALL VEGETATIVE MATERIAL AND TOPSOIL PRIOR TO DAM CONSTRUCTION. TWE DISPOSAL OF TREE5, STUMPS, G0N5TRUGTI0N DEBRIS, VEGETATIVE MATERIAL, ETC. SWALL NOT BE PERMITTED M~ Stormwater Mana ement Summa - 9 ~Y ~ ~r ~ G~ FzG~ I. POND FMASIONS o4/cM/ "
IN THE DAM OR POOL AREA OF THE POND, WHEN BLASTING 15 USED TD REMOVE ROCK FROM N I IN 4 ~ ~ ~ ~X p ~ GU i ~ VG 55 ; , 2 2 ' GB #5,4jy
TWE POOL AREA, THE BLASTED AREA SHALL BE OVER-EXCAVATED TO A DEPTH OF AT LEAST Two FEET (a') BELOW FINISH GRADE AND BRC7UGHT BACK TO FINISH GRADE WITW GLEAN ~ 23.000 Ac G & G ~ DUT 8~2.~•3 ~ Srlte Area ~ GB, i
N~itTEa MI RELATIVELY IMPERVIOUS 501E MATERIAL COMPACTED IN PLACE. 7' Existing ISA 1.37 Ac. . , f- . • ` 'Q UQ III
t!1 Pro ased ISA 9.44 Ac. NIP w # ~ P ~ ~ - y --~SDMH 63 (p
a) EARTH FILL DAMS z A) SOIL MATERIALS U5ED FOR EARTH FILL WWIGW ARE HIGHLY PERMEABLE OR WHICH
EXHIBIT 51GNIFIGANT SHRINKAGE SWELL, OR DI5PER51DN SHALL NOT BE U5ED IN THE ~ r. . ~'1{~; ~ ~ ~ ~I~~t. r~~t ~ ° r' i ; t', 4 t ` I '1C'~`~` ~ I h ` ~ L. /ham' GUY
846.0 EMBANKMENT. Q a B A CUTOFF TRENCH (GORE TRENCH) SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVE h' to Pond #1 9.13 Ac • • ,.SDMI • _SDMH #64
~a Q FEET C5). TWE CENTERLINE OF THE CUTOFF TRENCH SHALL BE BE ALIGNED WITH THE ~ aQ ~ OffiSite D.p. to Pond #1 O.S3 Ac. 5 g a k , Total D.A. to Pond #1 9.66 Ac. 02 F~5 58 ~ RCP'' ,
~ CENTERLINE OF THE DAM, THE CUTOFF TRENCH SWALL BE CAREFULLY BACK-FILLED WITH ~ ~ 6.8$I fNV. OUT= 847.Q . , ~ 2D,0 . -r 86 0 ~ 20.©r.
HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST NINETY-FIVE PERCENT (q5~) RIPRAP OUTLET , , 8 " ~ p Q - / A ~ # OnSlte ISA draining to Pond #1 3.92 Ac. ~ k Nd DI 57 ~ ~ APRON LENGTH- 20 1 11 ~GP A
• OF STANDARD PROCTOR DENSITY. 846.0 G TWE MINIMUM TOP WIDTH OF THE DAM SHALL BE TEN FEET lIO') AND SLOPES SHALL N07 BE , 36 1 ~ - Future QnS~te ISA drainin to Pnnd #1 1:69 Ac. / ~ ~ APRON WIDTH= q x23 ~ .
AK ) 848.D ~ STEEPER TWAN G:i (FOUR W0RIZQN7AL TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS • QtiT-Site ISA drainin to Pond #1 0.44 Ac. H N = i ' ~.G DI 58~--f'"~ ~ g ~ T IGK E55 S • W• • • 6•
AROUND THE POND. ~ . 4 Total ISA drainin to Pond #1 6A5 Ac. k GLAaS I RIPRAP ' , , r ~
DJ ALL DISTURBED GROUND AREA5 AND EMBANKMENT5 SURROUNDING THE POND SHALL BE 4 . Q • ' . MECHANICALLY STABILIZED OR HAVE PERMANENT GROUND DOVER ESTABLISHED IN • Q W ~ . ~ Max. ISA Per Pand Deai n4 6.28 Ac• 65.096 y fi. ~~h,. ti ~ ~
~t ' ,,,~(j ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE AND GUILFORD COUNTY GUIDELINES. ~ ~ ti ,1 r , h ~ k ~ y : r' ~.Fa~.. a ( / . . .r. I
~ • OnS+te D.A. to Pand #2 7.67 Ac. PQNQ, E5 E5M1T.• ~ . ~ ~,J) F > ~ ;
~(j ~ ~ Q ~ t~Site D.A, to Pond #2 3.(~ Ac. .r . ~ ~ . .~'h 0--
• tl1 ~ ~ ry INSPECTION EVERY MONTH TO INCLUDE THE FOLLOWING: ~ ~ Total D.A. to Pond #2 10,73 Ac• ~ ~ ~ J r ~'~CJ tY ~ d1 / F-- ~ I
L REMOVE DEBRIS FROM TWE TRASH RACK OnSite ISA drainin to Nand #2 4.00 Ac. ~ a~ ~ s~~ ~ ~ •m ~ Ll.. ~ x:, g ~ ..'~'.'N ~ ,gin,;-;',,~,.
2. GHEGK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS. ~ • 3. CHECK TWE POND SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREA BEFORE • STDNE BA~~ y^ ~ 1. ~1 . ~ ~ , ~ 7 drainin to Pond #Z 2.13 Ac. / ~ ~ ~.~~~c (V~, ~ / o>~-site ISA ~ g ~ ~ sY , t ~ -
a THE NEXT RAINI=ALL EVENT. Q • Q ~ Q v 9 Q TOP WIDTH ~ ~ ~ ~N r, K. x ~ ~ t ~ _ Total ISA drainin to Pond #2 6,13 Ac. I ~~r.l ~N ~ ~a; ~ TDP ELEV, a~~.a _ I~z F-•.. ~ i •w•
INSPECTION EVERY 3 MONTHS TO INCLUDE THE FOLLOWING: m d w OREBAY • tS~ ' ~ ~ ~ -rV 3 a ~I / ~il i a :4~r
VICINITY MAP I, INSPECT THE COLLECTION SYSTEM (I.E. GATGH BASINS, PIPING, GRASSED SwALES} ~ FOR PROPER FUNCTIONING. CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND d Q Nat to SGglB d Max. ISA Per Pond Deg n BQTTOM i •d`• ~ • . Y ~,•k ' ~ g 6.44 Ac. 60.096 ~ ~ ' ~ ' ~a., a ~ ,
BA51N BOTTOMS, AND GHEGK PIPING FOR OBSTRUCTIONS, m 2. GHEGK POND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR ~ ~ ~ Q• d Q cQ Notes ~ `V ~ • , ~ ` 77 ~ rj ~~C •:,l GB
BROKEN PIPES. d d INS RM TI N. Y Y PAIR D AREA 3. RESEED GRASSED SWALES TWICE A EAR A5 NEGE55AR . RE ERODE 5 SL,~,pE • r } rv 1 • The site area is the total devela mentarea far Lott commercial site and LotW a • • ~ ~ • • • • ~ • • • ~ • • • • : + ~ ~ . . • ~ p ( ) (partmentsite). ...W ~ ~ 4
I. SITE DATA: IMMEDIATELY. ---p.... . , 2. Pond #1 has been designed to treat 1.69 Ac. ISAfrom Lot Y {commercial site), / ; ~ -
Y M NTH T IN L E TH F WI La T T 7 Y T A T A: 4 INSPECTION EVER 6 O 5 0 G UD E OLEO NG SLOE 0 AL ACREAGE !N LO (R G ) 2. 84 AG d I. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF TWE OUTLET STRUCTURE. • ( wy ) Ul ~ . F its 3. qff-site ISAta Pond #1 includes appro~rimately0.44 Ac. from Easbchester Dries NCH 68 . ' ' '
TOTAL ACREAGE IN LOT W (TRACT B): 20.511 AG 2. GHEGK POND DEPTH AT VARIOUS POINTS IN THE POND. IF 5EDIMENT STORAGE 15 REDUCED TO • 4, Max. ISA erthe and deli n is the ISAwithin the ond's drains a area, k ~ • • y • ;0~~" i 'x~ - ~ 5. Off-=site 1SAto Pond #2 includes a roximatel 1.44 Ac. from Lot 3 PB 97 PG 1 D9 and • J\ • • • • • ~ ~ , M N
TOTAL ACREAGE: 23.000 AG (INCLUDES I.O66~ AG (N R.O.W. DEDICATION) 75SK OF ORIGINAL DE51GN DEPTH, SEDIMENT SHALL BE REMOVED TO AT LEAST ' PROPOSED USE: MULTIFAMILY APARTMENTS ORIGINAL DESIGN DEPTW. Q ~ pp y ( ) d ~ approximately0.69 Ac, from Whites Mill Road. .t • 7• ~'-r
# 3. OWNER 15 RESPONSIBLE FOR PROVIDING A PUMP TO DRAIN THE POND m ZONING: GU GO-W (CASE 0b-06) LOT Y FOREBAY FOR ROUTINE MAINTENANCE AND GLEAN OUTS IF NECESSARY. ~ ~ t~~ • 0 k J~ y' s _ LU
ZONING: CU GO-M (CASE #Ob-06) LOT W ~ v • d O MAINTENANCE AS REC,HIIRED: ~ ~t • PLAT REFERENCE: PB 16~i PG 63 Q ~ Q.~ . 3' ~ ~ 'r;~ . ~ , i ~ .ELEV. s42.o.. ,W 1
I. MOW THE SIDE SLOPES A.GGORDING TO THE SEASON. MAXIMUM GRASS HEIGHT i!1 ~ rn 2. THIS SITE 15 LOCATED IN THE OAK WOLLOW LAKE WGA, TIERS 3 ~ 4 n Q ~ SHALL 6E 6 . Q ~0 . ~ ~
3. TOTAL LINEAR FEET OF PUBLIC ROADWAY = q62 LF 2. CATTAILS AND OTHER INDIGEN0U5 WETLAND PLANTS ARE ENCOURAGED ALONG THE 4. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS TAKEN FROM SURVEY BY: POND PERIMETER; WOWEVER, THEY MUST BE REMOVED WHEN THEY COVER THE IS) jL
GPT ENGINEERING ~ SURVEYING, INC. DATED 7-2006 ENTIRE SURFACE AREA OF THE POND. ~ Q .
3. SITE 15 PARTIALLY LOCATED IN A FLOOD HAZARD AREA IN ACCORDANCE WITH THE 3• THE ORIFICE 15 DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS. IF DRAWDOWN ~ ~ a 15 NOT AGG0MPLI5WED IN THAT TIME, THE 5Y5TEM MAY BE CLOGGED. THE SOURCE d Q1 FLOOD INSURANCE RATE MAP ~3"i0113 0004 C; DATED S-IS-aB. pF TWE CLOGGING MUST BE FOUND AND ELIMINATED. ~ W
NEAREST DISTANCE TO TWE FLOODWAY 15 2p00 FEET, 4. ALL COMPONENTS OF THE DETENTION POND SYSTEM MUST BE KEPT IN GOOD ~ .Q J , . .l.~~ 1 2.5 F'VG (INV, 841.0) R . ..I ~ .
4• AVERAGE SLOPE = 2-15~ WORKING ORDER. Q
5.501E TYPES: 5. EACH FALL ASSESS DAM EMBANKMENT FOR AN ESTABLISHED DENSE GRA55 DOVER. h H A Y M IF GRA55 COVER 15 NOT FULLY ESTABLISHED, DENSE, WEALTHY STAND OF VEGETATION, ~ ~ ry G G EWAGL SAND LOA ~1 848.0 ~ ~ ~
EnB ENON FINE SANDY LOAM, 2 TO b PERGENT.SLOPES DViwRSEEDiNG, LIMING, AND FERTILIZING WILL BE REQUIRED. FOR EXACT RATES A N • yr'" ~ / !Y M W W •Y• ~ . ..W. 3 H 65 #65 DI # a
n ENON FIN ANDY AM i T 15 P R NT P 501E ANALYSIS SHALL BE OBTAINED. m E D E 5 LO , 0 0 E GE SLO E5 ~ d 6. TOTAL DISTURBED AREA (LOTS W, X, Y)= 20.61 Arr. ~ . 4 2.5 ~c~l4o, s 4. 4 ~ , ~,i . PYG TES ~s; ' ' ' . .
1, SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWER. _ FDR TRASH • • •x . , ( • . ,brV. tu ~m
S. TWE PROPERTY OWNER (OR OWNERS' ASSOCIATION) IS RESPONSIBLE FOR GUARD ......t~fi J. .
MAINTAINING THE COMPLETED 570RMWA7ER CONTROL(S) A5 DIRECTED BY THE • JOINT 5EALANT ON GOVERNMENTAL OFFICES HAVING JURISDICTION FOR WATI=RSWED PROTECTION AND IF i'i'i: (,i f'~.Y 1~ . • • . • ~ )Ay ~ % ~ ~ ~ • ,1~ , r j ,f / z
ExPaSED SURFACES Q a Q a THE OWNERS' A550GIATIDN SHOULD BE D1550LVED OR CEA5E TO EXIST, THEN IN THAT Q
EVENT ALL THE OWNERS OF RECORD AT THE TIME OF REQUIRED MAINTENANCE SHALL I I/2" N 4 WLGAN WATERST0P #0034 ~ BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL G0575 ATTENDANT THERETO. ~ 1 4 CAN~G WJ6 X6 WWI"1 k / ~ %
(OR APPROVED EQUAL) AT ALL JOINTS c0 q. THE GOVERNMENT OFFICE HAVING JURI5DIGTI0N FOR WATERSHED PROTECTION AND
TWEIR A551GN5 WAVE RiGMT OF AGGE55 TO THE PERMANENT STORMWATER CONTROL(S) WWF b X 6/W2.a X W2.G ~ CENTER OF SLAB ~ . , ~ ~ ~ D i'~~.. ~ v~ K \
FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT. USE SHEET MESH -NOT ROLL MESH 10. TWE PERMANENT WET DETENTION P0ND(5 SWALL HAVE FULL DESIGN VOLUME • • . (OR USE # 3 c9 12" D.G. EACH WAY) ) M~w.7 w 11 r- / .t~ ~ k q ,x r • »;K . ~ r ~ r?;~ r •Y,
AVAILABLE PRIOR TO ANY ISSUANCE OF GER7IFICATES OF OCCUPANCY FOR SITE ° B'-0" `~I RIPRAP OUTLET . ' ~ . , , • ? • , ,
AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE 51TE. THIS MAY REQUIRE THE _ _ I I--III-- - ? 'o , GLEAN OUT AND DISP05AL OF SEDIMENT FROM THE POND. ~I I I~~ 11-1 •o • ~ R N N T r ~ ~ r / >7 APO LE G H- 2O , ~`•>,~~~.,r x ~Y ~ , / .--APRON WIDTH= 12 ~ / . r •
Ii, TWE GDNTRAGTQR SHALL SCHEDULE A PREGQNSTRUGTION MEETING WITH THE CITY OF ~ -I II.~I ' li (II A • f2 2 THIGKNE55= l a / 1~ : , ~V, r~;<.*, ~ , ,,Y w • ",~c lire+o+~trB Ile
HIGH POINT WATERSHED ENGINEER WHEN A PERMANENT DETENTION POND SITE HAS ='I I I ~ ~ . ; ~ =I ~ I =I GLA55 I RIPRAP / ~'xf N, y `C,~,, ~~?~1,~~, ; r''~, kCAROZ' zig
A A TH P H BEN FIE D STAKED. i I----T~ • . • o III I " oUT~E BEEN GLE RED ND E OND AS E L I , • : T I II n,. .-I~ p 12-0 i v• a I I (_I 12, FINAL APPROVAL OF TWE WET DETENTION POND(S) SWALL BE DANE AT FINALIZATION I, -a . ~ / i /~tr^ ~ i ~ \~,•f ~'.~r~ i~ . ~ ,+i y X i' ~f 1~ ii Y k
~ OF THE GRADING PERMIT OR AT ISSUANCE OF THE FINAL BUILDING CERTIFICATE OF 11= ~ -o TOP D~ DAM ,r it µO • ~ / ,f ~ . ,+~'„~~f' f::~%.X ,•,~Y: . X ,x. 1-ai; EL US:J.a / / / .Z f` / ~ i j' u X f 7~~~( ~C f / `c, r! r` k .y`aL ~yy i 1 . ~ ~ / i . ~ r' 'yC wr ' ,l f V'.:. 7j •L air ~'~J rx S• Yri1
OCCUPANCY WHICHEVER COMES LATER, THE POND SHALL BE COMPLETED IN g .:.P # 3 REBA ~ ACCORDANCE WITH THE APPROVED PLANS AND SPEGIFIGATI0N5, INCLUDING ~ ~ , r" r .r ; 1 11, , r / / r 1 1 f \y ' y~hi ~ / \ `yl 'y / l r f ^ti~ i1~f/ to 1 A i i' / f l r~. `.i ~ ~ Y, 5~,. U' ! r r `k` y fir,' ;f- f' ~r 'YG''" ~ t'~ .....,n•~a' f~,~ . X` . Y', ,;n` / .s' i• ! i ~ . l~. ~ SE/"pp1.. 1 a i 24497
ESTABLISHED PERMANENT GROUND COVER ON ALL EMBANKMENTS WITH THE POOL AND 10" • ~ 0 i w
DAM HOLDING WATER, APRE-GERTIFIGATIQN INSPECTION SWALL BE COMPLETED ~ ~ N ; i
BETWEEN GPT ENGINEERING d SURVEYING, ING AND THE ENFORCEMENT QFFIGER AND T ~ wA ~R5 a DETAI ~ • ALL ITEMS IDENTIFIED DURING THAT INSPECTION SHALL BE COMPLETED PRIOR TO THE ~ EMERGENCY SPILLI IN A?I~DITION TQ 71~ ~IEC~I,lI~ GIT'>' C~ HI6N POINT~a GUIDE .YLII~ mNGY SPILLWAY 8., UIDELINE
ACCEPTANCE OF THE ENGINEER'S GERTIFIGATION OF COMPLETION. THE GERTIFIGATION WEIR #2 EL 850.5 r 'd• e, ? ~5a.~ • ~ SP~GI~IGA~TIONS SH,AI~:L 8~ A17N~R~ti T4 A5 MINIMUM 5TA?NDARi75 ON . GONG. SLAB SEEDBED PREPARATIQ>~l: M)S ON ALL
OF COMPLETION SHALL NOT PRECEDE THE FINALIZATION OF TWE GRADING PERMIT pR ~ : r~a ~ i'~-:.=- f i. . i TWE ISSUANCE OF TWE FINAL G.O. BY MORE THAN TWO (2) WEEKS• ~ i i i • ~ a--~; ~ GUN5Ti~1GTI0N f6tN~ M~ r 3000 P51 GONGR~TE ~ ~5~ . i ~ ~ , I. INSTALL SURFACE WATER CONTROL MEASURES ACCORDING TO THE PLAN.
L i d i ~ .i WEIR i ~ ~ WBIR #I AREAS TO BE SEEDED SHALL BE RIPPED AND 5PREAD WITH AVAILABLI: TDP501L 3" DEEP. TDTAL
=r---•--- SEEDBED PREPARATION DEPTH SHALL BE 4" TD 6" DEEP. IP Nth 541E TEST 15 PERFaRMED, APPLY 2 EL S~q'0 TONS OF FINELY GROUND I I DOLOM T G LIMESTONE PER AGRE, 6OO POUNDS OF SUPER-PH05PHATE OR
V~ ~ G G (~~,~w.], 1 II ~r/ 3 -0 EQUIVALENT PER AGRE, AND 1,044 PDUND5 OF !O-IO-ID FERTILIZER PER AGRE. LIME,
THE OWNERS ASSOCIATION 15 RESPONSIBLE AND REQUIRED TO MAINTAIN THOSE AREAS tF o~R NITEGTURAI. ~ oHCaos~ ro Do AN ARG , SUPERPHOSPHATE AND F T ' ER ILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH TWE SOIL. ID.O
DESIGNATED A5 "COMMON AREAS", WHICH INCLUDES THE COMPLETED PERMANENT WATER THI: gIML~"al0N5 tROVIDED ON THE S~'ILLWAY pETAiLS MUST Sir LOOSE ROCK R T A `~=JU VEGETATED SHELF S, 44 5 ND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE 5URFAGE 50 ~fi THEY WILL NDT INTERFERE WITH ESTABLISWMENT AND MAINTENANCE 4F VEGETATION. ~A
QUALITY DEVICE (WET DETENTION POND #U AS DIRECTED BY THE GOVERNMENTAL OFFICE FINtSHEn DIMENSIONS. CANTRAGTOR SHALL PROVIDE ENGINEER ~R APPLY MULCH (GRAIN STRAW} AT A RATE OF S,ODO POUNDS (2.5 TONS) PER AGRE. NORMAL POOL
HAVING JURISDICTION FOR WATERSHED PROTECTION. IN THE EVENT THE OWNERS ASSOCIATION FI~.D 1/ERIFIED SURVEY SEALED BY A REGISTi^RED LAND SURVEYOR OF FORMS PRIOR TO POUa. 2.5" W.Q. DRAIN 6H`"" V OR FLATTER
SHOULD BE DISSOLVED OR CEASE TO EXIST, THEN ALL OE THE OWNERS OE RECORD SHALL ELEV. 84.0 PLANTS ~ MIXTURES RATES/AGREE PLANTING DATES: Jy , v~ ~
BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL G05T5 ATTENDANT THERETO. OWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK PAGE TALL FESCUE (144 Iba.); (U AUG. 15 - 4GT. 2 Cq (2) FEB, 15 -APR. 15
WITH RED FESCUE (40 IbS.)~ (2~ FEB. 15 -APR. 15
i ~ G T TO O R D . G 0 TALL FESCUE (44 Ibs.) AND SERIGEA LESPEDEZA NNSGARIFIED} (44 IbS.}: AUG. I -OCT. ~ PLANT NAME FORM INUNDATI t RA WIL IFE V UE NOTES OTES ¦
T I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF IN COMPLIANCE WITH THE GIN OF HIGH POINT STORMWATER N T 5, TALL FESCUE (bO IbS.) AND BRAWN TOP MILLET (25 Ib5•}: .IULY 15 -AUG. ~ ~-E t~E Ul. AL TALL FESCUE (6D IbS.) AND WINTER WHEAT (25 Ii~sJ; NOV. -JAN. ARROW ARUM EMERGENT UP TO I FT HIGH. EiERRIES FULL. SUN Td
GUIDELINES FOR WATER QUALITY AND FLOOD CONTROL, AND THAT THE RUNOFF CONTROL MEASURES SHOWN ON WEEPING LOVE GRASS (5 Ibs•) AND SERIGEA LESPEDEZA (SCARIFIED} (40 Ibs,): MAR, 15 -JUNE 15 ARE EAtEN 6Y PARTIAL SHADE XL 54M TO ¦ 'n HJ 'ARTIAL SHADE ' tu U
THIS PLAN MEET OR EXCEED THE GUIDELINES OF THE SAME STORMWATER GUIDELINES FOR WATER QUALITY AND GDMMDN BERMUDA GRAS I H A I- N v~caaD ~KS• S (8 be) CULLED}: (I) PR. 5 JU E 3O EGUIRES FULL %M (1 4) i_"_' %Z
FLOOD CONTROL. (14 Iba:) NNHULLED): (2) FEB. -MAR, eN,J~aNY Et~RGeNr uP Tp I Fr REG?lJIRES FULL f 6EARDGRASa
e1~~11IrRiltltl POND ICED 5U6MERGENT YeS EXTREMELY HIGH, REMOVE HEAVY wA1'ER,FC)V'U., METALS EEMOVE HEAVY PETALS ¦ t
DATE: ~ d CA PE SEAL ~ t~ Pa1~ 1~51bN INPc?~tMATIDN: _ MARSH AND 1 W t u
~1 ~ ~ 'i UPSTREAM GRAY ~ TpTAL DESIGN DRAINAGE AREA Ip.l3 A~. I THICK MI1 SIGNATURE: 0 EAM GRAVEL CAGING 5' MIN, sHazEBiRDS. I' THICK MIN. wATeRweeD sL~MERGENr Yes LOw 6ovD wATeR OOD WATER ~l-.. 0
w ~ 51T~ ACREAGE 23,4©0 Ac, errr~ _ - . . _ _ . , _ TOP OP BAI=FLT ELEV. 846.0 oxYreNAroR, HI NUTRUENT, GOPP XUTROENT. COPPER, s-w A/
MAX. BUILT UPON AREA ALL QY"IED 0.44 Ac. MUD* DI: 1 Ht h'UNU ~MMI6ANE9E Af CHROMIUM REMI WILD CELERY SUBMERGENf YES HIGH FOOD FOR TOLERANT OF M WATERFOWL. WATER AND HI6 HABITAT FOR WITRENT LOADS. HROUM AND
2414 8 7 2.5» 5CH 40, PVC TEE DRAINAGE AREA) NR OMIMIUM REMOVAL.
FOR TRA51-1 GUARD d Grp o Emil= POND RmIftIw~_ moo= OLERANT OF MURKY IATER AND MIEN A L u
®400'... e` E2.5"' 50H 40, PVG W.Q. DRAIN 5URFACE AREA q,455 5F 16,412 5F s e z ~H FISH AND UTRENT LOADS. ~ ' i r
srrir i~~~e PERM. 5EDIMENT STORAGE 40641 OF 5,Og3 CF 0111111 N C~~c`~~ I ` ` a nivPZ~eaarES.
W.Q. INV. k~- WILD RIGS EMERGENT M TO 1 FT HIGH FOOD FOR PREFERS FULL 9 REFERS FULL SUN
z EL.= 541.0 45 OF p TEMP. WATER QUALITY VOLUME 22,4180 OF 38~ BIRDS. to 4~
Q TEMP. WQ POOL DRAWDOWN TIME 2-5 DAYS 3.3 DAYS SUBMER6ED VEGETATED SHELF DETAIL
NTS 1..I 1: NT5 1.
6 9"t'RIJGGI'I~: z MIRAFII60N GRAPHIC SCALE
9 CONCRETE HEIR a 2S WATER QUALITY ORIFICE FILTER FABRIC
N.T.5. o zo +o eo ,so STONE BAFFLE DETAIL z
o~ HTS
IN FEET ) OL
25'1
w 10.0 NODS: 1 inch = 40 ft. (5EE DETAIL THIS SHEET) I. OWNER (OR 00NEf25 ASSOGIATIOW SHALL BE RE5PON51$LE FOR ROUTINE
Q TOP EL. 853.0 t~ 3
-25" TEE FOR TRASH GUARD v 100-YR 5T012M EL. 851.50 OPERATION AND MAINTENANCE.
3 U 4" GONG W/6"xb" WWM I
ELEV. 850.5 EMERC-&NC EMErzC-&Nar SPiLLwnY fwelR #2I ELEV. 8505 10-YR. 5row•t EL. eso.12 2, CONTRACTOR SHALL ESTABLISH 6RA55 ALONG THE POND SLOPES AROUND THE
ELEV. 849,0 v WEIR #I ELEV. 849.0 PERMANENT POOL AS SOON AS GRADING OPERATIONS DICTATE. SEE PERMANENT
EXPAN51ON JOINT WATER STOP r .1.0 NORMAL POO >RMAL pppL E., W.Q. INV ELEV. 841.0 5EEDING SPECIFICATIONS FOR SEEDING SCHEDULE. PROJECT ADDRESS: (LOT W 251q EASTGI4ESTER OR
~ ELEV. 84 I [L ELEV. 546.0 OWNEWDEYELOPER: 3. THE PERMANENT WET DETENTION POND SHALL BE USED FOR TEMPORARY BLUE RIDGE COMPANIES, IWG. f' m: PIN# 180002830000100001
CUT PIPE FLUSH WITH CONCRETE ND PERM. W.Q. STORAGE 4.0' SEDIMENT 5T01?AGE DURING CONSTRUCTION. ONCE THE SITE HAS BEEN STABILIZED, sees SAMET DRIVE, SUITE 105 4G. (LOT Y) 2513 EASTGi~STER OR 105 PIN* 180002650000100010
ELEV. 842.0 25" PVC KO. DRAIN q / g THE PERM. NET DETENTION POND SHALL BE GLEANED TO THE ORIGINAL DESIGN HIGH POINT, NG 29265
N GRADES. ALL SEDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO CONTACT: JIM GRDIGH SCALE: 101 = 40'
VL 10, ELEV. 843.0 ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. P+orE: (35e) aea-isis 10' WIDE SUBMERGED SEpIhENT STORAbE IA FAX: [phone]
l Vf VEGETATED SHELF DATE : 12/20/06
n a - (SEE DETAIL ^n" THIS steer) ELEV. 842.0 4. SEDIMENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT WHENEVER ENGINEER:
5.0 (SEE OE • t MIN KEY TRENCH TO BE EXCAVATED TO THE STORAGE VOLUME EXCEEDS 1595 OF THE DE5I6NED SEDIMENT STORAGE. CPT ENS.51rEERiri65 s suaveruW-v, iric. :YIN , lNG. PROJECT: 424.04
STABLE 5UB 501L AND FILL WITH 4400 TYNIN6 STREET
r MATERIAL. APPROVED BY THE 5OIL5 p EN6INEER. COMPACT TO 415% 5TD. 5. POND HAS BEEN DESIGNED FOR A MAXIMUM bOSK IBA OF THE POND'S DRAINAGE HIGH POINT, NG 27265 CONTACT: STEVE NEBB DRANN BY: T(-5L-
0 ry PROCTOR. MIN DEPTH 3.0' AREA. PHONE: (3-96) e12-e600 EXT. sio <T. 310
FAX [phone]
POND T"(PICAL DAM 5ECTION 6. A PUMP SHALL BE PROVIDED BY THE OWNER (OR OWNER'S ASSOCIATION) TO SHEET
< NT5 DRAIN THE POND FOR MAINTENANCE.
- - - - - - - - -

A ANIC Nr N TI N= r' VCT-LANI P ..VISION5
GENERAL -THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF 12' SKEET GLUE . r FI' J `Y.' .4 j~ ~ ti;. Y` i r'` r ""fir" J ~ r , , y ~ r f. lr,~ ,X ,lt, r"~ . rr\ '~'\J4'`~i / rJ , AREA
ALL VEGETATIVE MATERIAL AND TOPSOIL PRIOR TO DAM CONSTRUCTION, THE DISPOSAL OF OUTLET TREES, STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED Stormwater Mana ement Summar _ _ , , , r : ~ , , , ~ , ~ Y ~ ~ ~ ~ . / , y. A ~ lf..-.. ~ ~X 'A~~,1^' •,k `<',7',~ \ f, \v J \ y ~ .y' r' r~ r ' I ~~r/~ 1754 ± 5Q 1. POND IMVISIONS 04/0cI/©,
IN THE DAM OR POOL AREA OF THE POND.-WHEN BLASTING 15 USED TD REMOVE ROCK FROM W r\,\,.~ ,'t ,r4,.)t~ ~,r~".~.*. ,x ~ P. ~ I . c ` •s,t-, f r ""l .-r~' r ,
TWE POOL AREA THE BLASTED AREA SWALL BE OVER-EXCAVATED TO A DEPTH OF AT LEAST i t ` ! , ` 1''. . \ r \ ~ _ r,~( ; ''\'/`'ti.,,"•.M~,, .r ; i \ , i ,(,t~' , ~.~iy •.I' \f Site Area 23,pOp Ac. ~ . ,yn}(,~r~,~,,'''); r :1 ,i<..\~'~\ I , i(`\,~..;t v 7~~ ._^'+'°.~T;- rY~vf r:`,r.",rr1,y , Y\ ,1:'f`4 f,~ ~ : t .!4 ,'K. r•.~ i"~,l~\r
TVVD FEET (2) BELOW FINISH GRADE AND BROUGWT BACK TO FINISH GRADE WITH GLEAN O WHITE~a MI RELATIVELY IMPERVIOUS 501E MATERIAL COMPACTED IN PLACE. Exis4n ISA 1.37 Ac, ~ p ~ J r~ "~r•~, vy. v ' i"~~' 'r~ ~ ~ ; t JZ.;~ ,
x: ~ , Proposed !SA 9.44 Ac. ' ~ ~ r ~ ° r r . ^ ki
2) EARTH FILL DAMS _ .,nom /'f _ '"t-
A) 5DIL MATERIALS USED FOR EARTH FILL WHICH ARE WIGHLY PERMEABLE OR WHIGM Q EXHIBIT SIGNIFICANT SHRINKAGE SWELL, OR DISPERSION SHALL NOT BE USED IN THE . _ , / ' ~ / , . r N ,1--•-*~~ "~~r ! ;'f l ' ~ ~~r ~r•. ~'y , 4 ~;,.~I; 'V '4,,`!Y~~,t t• r~ /V r\°' ~ Y ' I l > J ~ ~ w ` '~1r 1.(~ ~ \ ~ ' .y 'xfe
EMBANKMENT. ~ ~ n ~ ~ d 1 9.13 Ac. l \ On•Srte D,A, to Pon # f . !„4 ~ ..O / ! r' ref ~ k~ j.; Y , ~ r , \ r ~,`-.,X. 1./ ~\f ,1~ \ ..~j'~" 4' r,~ "t 'V 4', ' i ~ / . • ~ , ~ f i / i' ~ r. r° 1t ~ ~ ~ ` ~ alt` ~ Y•, j`<
~ B) A CUTOFF TRENGW (GORE TRENCH) SHALL BE PROVIDED WITW A MINIMUM WIDTH DF FIVE ~ . FEET (5). THE CENTERLINE pF THE CUTOFF TRENCH SHALL BE BE ALIGNED WITH THE ff• a Pond #1 0.53 Ac. ~ ~ ,F f , ' r . J r 4 Site D,A. t : Total D.A. to Pand #1 9,65 Ac. f- i ' ' ~'`~-''--~r,-~ ~~~:~RIPI<?AP DUT...~,~, ;'4 }k~`~/.4, , i .F,~'.,;',,r ;y,.~;;. 4;
~ CENTERLINE OF TWE DAM. TWE CUTOFF TRENCH SWALL BE CAREFULLY BACK-FILLED WITH ~ ,,,.,,t:`-hr^, a~j~ .,rl-,•+--•-,~ t`' ic/ Y yr V,{ ~ ~ %`yl' , ~ ~ ~ v ~y v y ''~r' y •4,'\, 1 ~V, 4 ` \."^c9 ~ / \ . ~r ~ 1J . r , : ~ 'mow \ ` l I. / ~ . \.,`rY ` f ~;:t . \ , %Y ,'4 „ :~.'''::r~ O ENCaTH= 2 . •>'i' ` ; 'r' k- y ~,,ti \ r.,`+ .,r 'vf..,v '4, / \ , ~ k: ~ t /`.1 4,; - 1 ,v'.l J r J r
HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO A7 LEAST NINETY-FIVE PERCENT (~5~) O O r`~ Y '4 MJ ~l i~,' \ /--'fir r \"J."'~~ , / u ~ On-Site ISA drainin to Pand #1 3.92 Ac, ' . ~N , i\ ~ l',r~ r ,APRON WIDT}•4- 12 i ~ • .z; ! tf4, f;, ~c ) ~ r ,>Ck ~ ~ 1X;', I r11GKNIJS- I~ J~ ~v % n %l
~ ~ OF STANDARD PROCTOR DENSITY. ~ ~ .d~ ~ TH MININ~JM TOP WIDTM OF THE DAM SHALL BE TEN FEET (Ip) AND SLOPES SHALL NOT BE ~ ~ G) E LAkE S dr i in to and #1 1.69 Ac, y r, :t ' ~ ' ~ future On-Site I A a n g P z 4 . , . 0 . `Y: ;n , ~ r'"` '''''`n', ,t X x ';GLA55 I RIPRAP 1 r ./i .1: 1'
~,..~-r~ ~ ~ 5TEEPER THAN 4:1 (FOUR WORIZONTAL Tp ONE VERTICAL) ON THE DAM OR EMBANKMENTS Q ~ P p ~ 3 ~ , ' l `~4 w' ^~rr ' ~ ~ . /'^,k, r ~y° ,1l `Y • ~4r r ~,,f . ~ ~Q ' ~ Off-Site ISA draining to Pand #1 0.44 Ac. ~v ~ v x .4 `c •w < ~ ~ , • , ir''`?4 , "'j,~.r `X 2+..if rt4!'"`~`' ~ 'f~~. ~ ~.,r\ ~ 'kf ~ i~ .G r~ i ~ ~ , `•L •I ; ~.~~r-- - =rte :-:«x'.... / r . . / f
AROUND THE POND. m ~ P Q LL BE ~ ~ {G ~ ~ D) ALL g15TURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND 5HA cp cp ~ ~ m Total ISA draining to Pand #1 6.05 Ac. l<..x . . ,f / y •.f r, ry: a ,..F ~'l~ f.,, - J~~IVD A E~ Ir~l'~ 1
MECHANICALLY STABILIZED OR HAVE PERMANENT GROUND COVER ESTABLISHED IN ~ ~ ~ V tit (,I"I ~ j ~r x . j^ r'•~'' .ri,f"~..%'4? ,J \l~'' f'~ r' \ '.Y'-' Max. ISA Per Pond Deign 6.28 Ac. X65.0%} ~ . ~ ~ ~ , ; y x ~r<, ~ Wis. .r ~ ~ ,
. d~ ACCORDANCE WITH THE PERMANENT SEEDING SGWEDULE AND GUILFORD COUNTY GUIDELINES, b ~ p' , ~I ~Y r' 1. '`G` y~~1:~~ ~y ~ 85
_ ~ On-Site D.A. to Pand #Z 7,67 Ac. , • ; \ r' r~~.;
~ !.0 p ~ Off-Site D.A. to Pand #2 3.06 Ac. y ~•r l"' , a• 856' X856 P,58~- I
INSPECTION EVERY MONTH TO INCLUDE THE FOLLOWING; ~ t751-~'E Total D.A. to pond #2 10.73 Ac. ; i ; ~ / ~ , .
I. REMOVE DEBRIS FROM THE TRASH RACK a ~ On•Site ISA draining to Pand 0 Ac. • • ~ .••'s • . 0 ; , . ~ 866-x+
2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS. ~ ~ " 3. GHEGK THE POND SIDE 5LOPE5; REMOVE TRA5H, REPAIR ERODED AREA BEFORE ~ ~ ' t~ff~Site ISA drainin to Pand #2 2.13 Ac. ,r' ~ • N ~ . . " . ~V"1 ~ g ~ ~t~ 8
T NF NT m Q THE NEX RAI ALL EVE 3~ ~ Q Total ISA drainin to Pand #2 6.13 Ac, • • ' ~ • ' ~ ~1 • n W' • • • • • • • ~ ~ ~ . q . ~ ~
INSPECTION EVERY 3 MONTHS TO INCLUDE THE FALLOWING: ~ m VI INIr`t` MAP I, INSPECT TWE COLLECTION 5Y5TEM (I,E. GATGH BASINS, PIPING, GRASSED SWALES) ~ ~ ~ D 2O all
FOR PROPER FUNCTIONING. CLEAR ACCUMULATED TRASM FROM BA51N GRATES AND ~n ~ ~ Not to Scaie ~ ~ Max. ISA Per Pond Deign 6.44 Ac, t(60,p% . r • . , , .y. y ~ ~ L~~ E'SM 1'. , . D~ ~ . !k , 1, ,
BASIN BOTTOMS, AND CMEGK PIPING FOR OBSTRUCTIONS. 2. GHEGK PpND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR Q. e. ~ s uM~ ~My pry{ .y. y . ~ ~r
wA"~RSH~ IN~G?RMATI~1~. BROKEN PIPES. ~ u~ ~ 3, RESEED GRASSED SWALES TWICE A YEAR A5 NECESSARY. REPAIR ERODED AREAS ~ ~ O Nate . . . . . . . . ~ . -w~' y ~i . .-.r". . . . . , . . 1. The site area Is the total de~lopmentarea for LatY(commercral site) and LatUW(apartmentsibe), r' • 'i , , ~ ~ , , !Sr , • ~•tp , .y. , n` , ~ ..BOTTOM z
I, SITE DATA: IMMEDIATELY, ~ Pand #1 has been desi ned ko treat 1,69 Aa, ISAfrom Lot Y commercial site , ' ' / ' 4 ' ~ ~ • ' ' ' ' ' ' ' ' ' ' ~ • ~j... ELEV. 542.0• 3- 5TOR"r
TOTAL ACREAGE IN LOT Y (TRACT A): 2.45q AC INSPECTION EVERY b MONTHS TO INCLUDE THE FOLLOWING: 3, Offsite ISAto Pond#1 includes approxirrlately0,44Aa.from Eastchester Drive (NC Hwy68}, , . ',1' ' , . ~ • ......•...T TYPE B (5U1-
TOTAL ACREAGE IN LOT W (TRACT B): 20.511 AC I. REMOVE ACCUMULATED SEDIMENT FRAM THE BOTTOM OF TWE OUTLET STRUCTURE. E To ~ 0. TOTAL ACREAGE: 23.OD0 AG (INCLUDES 1,066± AG IN R.O.W. DEDICATION) 2. GHEGK POND DEPTH AT VARIOUS POINTS IN THE POND. IF SEDIMENT STORAGE 15 REDUG D ~ 1 YP'~ 4. Max. ISAper the Pand design is the ISAwithin the pond s drainage area. / POND GE 5 S~1 T y• x tr In ri
154 OF ORIGINAL DESIGN DEPTW, SEDIMENT SHALL BE REMOVED TO AT LEAST ~ ~ . PROPOSED USE: MULTIFAMILY APARTMENTS H ~ ORIGINAL DESIGN DEPT . - cp 5. - 'te SAto Pand #2 includes a roximatel 1.44 Ac, from Lot 3 PB 97 PG 1 q9 and ~ - ' ' - Off sl I pp Y ( ) ~ .r. . y,n ~ ~g pyG_ DI X25 - w,,;~: r ~ a ro>amatel q.69 Pc. from Whites Mill Road. ~ • ~ • • ~ J~ - pp Y , ~ 121 B~DRnC UNI T5~ N as I BEDROOM, 12 2
ZONING: GU GO-H (CASE ~Ob-Ob) LOT Y 3. OWNER 15 RESPONSIBLE FOR PROVIDING A PUMP TO DRAIN TWE POND ~ ~ ~ # LU ~ (40 X17
ZONING= GU GO-M (CASE #Ob-Ob) LOT W FOREBAY FOR ROUTINE MAINTENANCE AND GLEAN OUTS, IF NECESSARY. ' . p ~ 846.0 PLAT REFERENCE: PB 167 PG b3 MAINTENANCE AS REQUIRED: o WIDE SUBMERGED . y . ~ 0 ~ , , TONE B EG~TATED SMELE . ~ m `F F E~ b6 b.5
2, THIS SITE 15 LOCATED IN THE DAK HOLLOW LAKE WGA, TIERS 3 4 I. MOW THE SIDE SLOPES ACCORDING 70 TWE SEASON. MAXIMUM GRA55 HEIGHT 846.©~.~ ~ r y ~ 'T P WI TH 'I ~i z isle
3. TOTAL LINEAR FEET DF PUBLIC ROADWAY = q62 LF SHALL BE b". ~ Q Y 2, GATTAlLS AND OTNER INDIGENOUS WETLAND PLANTS ARE ENCOURAGED ALONG THE ~ Q ~l 4. BOUNDARY AND TpPOGRAPMIC INFORMATION WA5 TAKEN FROM SURVE BY' p N PRIM R~ H Y~VER THEY MUST B REMOVED WHEN THEY COVER THE ~ ~ / . ~ ' y ' N ~ ~ - TOP ELEV, 54b.0
GPT ENGINEERING Q SURVEYING INC. DATED 1-2006 0 D E ETE 0 E ~1 W ENTIRE SURFACE AREA pF THE POND. cp
3, SITE 15 PARTIALLY l~OGATED IN A FLOOD HAZARD AREA IN ACCORDANCE WITH THE 3. THE ORIFICE 15 DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS. IF DRAWDOWN ~ ~ 846.4 FLOOD INSURANCE RATE MAP 370113 0004 G; DATED 5-18-q8. 15 NOT AGGOMPLISHED IN THAT TIME, THE 5Y5TEM MAY BE CLOGGED. THE 50URGE y .y. r iii O T:
NEARE5T DISTANCE TO THE FLOODWAY 15 2pO0 FEET. OF THE CLOGGING MUST BE FOUND AND ELIMINATED, 1 ~ d, III Q'~ :.GB #26:. ~ p ~ ~ a° Q
4. AVERAGE SLOPE = 2-15~ 4. ALL COMPONENTS OF THE DETENTION POND 5Y5TEM MUST BE KEPT IN GOOD 5. OIL TYPES: WORKING ORDER, S 5. EACH FALL A55E55 DAM EMBANKMENT FOR AN ESTABLISHED DENSE GRASS GDVER, ~ / \ ~~~1; 2 f'VG (INV. 84~t.D) ~ ' x~ ;r„ , Z
Gh GHEWAGLA SANDY LOAM JQINT SEALANT ON IF GRA55 COVER 15 NOT FULLY ESTABLISHED, DENSE, HEALTHY STAND OF VEGETATION, 3rXPOSED SURFAGETS } i u V ~ ~ ~ ' r J u~ ~ ~rt 1 ,
EnB ENON FINE SANDY LOAM, 2 TO 6 PERCENT SLOPES OVERSEEDING, LIMING, AND FERTILIZING WILL BE REQUIRED. FOR EXACT RATES A EnD ENON FINE SANDY LOAM, l0 TO 15 PERCENT SLOPES 501E ANALYSIS SHALL BE OBTAINED. I I/~" # 848,4 ~ ~ k ~ ` i ' C7 ~ t~ ~-l 't 1 / .c~ ~ ~ Q z
b. TOTAL DISTURBED AREA (LOTS W, X, Y)= 20.61 Ac. VULCAN WATERSTOP 8034 ~ 11 ~ ~ a v ~ , I ~ ~C l ~ i tu z a - uj m
(oR APPROVED EQUA>..) AT ALL JOINTS 1. SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWER. JOINTS I .d~ .I . ~ ;:;1 ~ ~ ALL. 1 , • PYG TEE . ~ ~ ~ i EDR TRASH ~ ) ~ ,~~T ~ ~ - ~ z
8. TWE PROPERTY OWNER (OR pWNERS' A550GIATION) 15 RESPONSIBLE FOR WWF 6 X 6/W2.G X W2,q ~ CENTER OF 5 MAINTAINING THE GaMPLETI=D STORMWATER CONTROL(S) A5 DIRECTED BY TWE USE SHEET ME5H -NOT ROLL MESH ENTER OF SLAB ~ d .D FES #31 ~ -wart if C7UARD L MESH ~ ~ Q - ~ ~
GOVERNMENTAL OFFICES HAVING JURISDICTION FOR WATERSHED PROTEGTIDN AND IF . ,tl , , (OR USE # 3 ®12" O.G. EACH WAY) INV. ouT= e4~.a ~~w~ u~ •l ~ RIPRAP OUTLET'
TWE OWNERS' A550GIATION SHOULD BE DI550LVED OR CEASE TO EXIST, THEN IN THAT . ; n . EVENT ALL TWE OWNER5 OF RECORD AT THE TIME DF REQUIRED MAINTENANCE SHALL ,APRON LENGTH= 34 ~ <4 ~
BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS ATTENDANT THERETO, .n ' - r 4" GDNG Wl6"xb" WWM APRON WIDTH= q x23 ~ ~ , , ` r , ~a~, u U r
4. THE GOVERNMENT OFFICE WAVING JURISDICTION FOR WATERSHED PROTECTION AND ' I I, ~ _ _ 2 5GH 40, PVG TEE N ` ~ ~ m r I GLA55 I RIPRAP ` i
TWEIR A551GN5 HAVE RIGHT pF ACCESS TO THE PERMANENT STORMWATER CONTROL(S) -I J I- (I-=~ I . ; ' - = I FOR TRASH GUARD ~ I~ ~ ° I'„ FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT. I I • . ~ ~ - . , I ~ I _ ~ 1 ` ~ ry / r~ TAO ~ ~ ~r. ~ . ~ ~ ~ i
10. THE PERMANENT WET DETENTION PONDS SHALL HAVE FULL DESIGN VOLUME a o , 4 ~ 2 5GH 4Q G W.Q. DRAIN ' NT5 1 ~ t , T { ~
T NY I AN F TIFI A Y F IT N< ~ I AVAILABLE PRIOR O A 55U GE O CER G TE5 OF OGGUPANG OR 5 E AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE SITE. TH15 MAY REQUIRE THE a . 1 ` ~y J ft { r t ~
CLEAN OUT AND DISP05AL OF SEDIMENT FROM THE POND. W.Q. INY, # 3 REBAR I cp. ~ 1 1 ~
II. THE CONTRACTOR SWALL SCHEDULE A PREGONSTRUGTION MEETING WITH THE CITY OF ~ 10" EL.= b4~f.0' HIGH POINT WATERSHED ENGINEER WHEN A PERMANENT DETENTION POND SITE HAS I ~ 1 ~ 1 1 r r ~ r ~ i ~ ~ , r I ~ ~ i 1 II , 0 ~ ~ I 1 ~ ~ r ~ 1 ~~`ti~etluettttt~!
BEEN CLEARED AND THE POND HAS BEEN FIELD STAKED. 1 1 i ~ , ~ 4' Q ~ ~ \ \ ~ \ ~ try2 I I r ;
WAT~R~TOP I~~TAI 12, FINAL APPROVAL OF THE WET DETENTION POND(S) SHALL BE DANE AT FINALIZATION . \ ~ i ~C _ _ . I 3 ~ 1 I L ~ 6r ~ i %
OF TWE GRADING PERMIT pR AT ISSUANCE OF TWE FINAL BUILDING GERTIFIGATE OF OCCUPANCY WHICHEVER COMES LATER. THE POND 5HALL BE COMPLETED IN 12'-0" ~ , I ~ - SEAL
ACCORDANCE WITH TWE APPROVED PLAN5 AND 5PEGIFIGATIONS, INCLUDING ~ nr r ~ 0 ~ 1 a u i ~ ~ ~ . ~ ~ • Ica ~ TOP 0iµ DAM A 4497
ESTABLISWED PERMANENT GROUND COVER ON ALL EMBANKMENTS WITH TWE POOL AND N,r.~. 3'-0" DAM HOLDING WATER. APRE-CERTIFICATION INSPECTION 5HALL BE COMPLETED .0° EL 553.0 r
BETWEEN GPT ENGINEERING Q SURVEYING, ING AND THE ENFORCEMENT OFFICER AND ~ IN ADDITION TO TI~:SL i~c~,lii~iEt~NTS CITY O~ HIC~?N POINT'S ~IJID~LIN~ d INE
ALL ITEMS IDENTIFIED DURING THAT INSPECTION SWALL BE COMPLETED PRIOR TD THE ~Q ~ ~ . ; SPEGIEIGATIONS SHALL ~ ADH~:'' D TO A5 MINIMi~I STANDARDS ON ALI ~ • `~1~ 1y' T `,kA 05 ON ALL dUAmFIg1®I®4~ `LB
ACCEPTANCE OF THE ENGINEER'S GERTIFIGATIDN OF COMPLETION, THE CERTIFICATION ''i ~ ~ ~ (V OF COMPLETION 5HALL NOT PRECEDE THE FINALIZATION OF THE GRADING PERMIT pR - SEEDBED PREPARATIt~~: ' ~ GONSTiZJGTION AND MATERIALS. I, INSTALL SURFACE WATER CONTROL MEASURES AGGURDING TO THE PLAN.
. TWE 155UANGE DF THE FINAL G.O. BY MORE TWAN TWO (2) WEEKS, ~ EMERGENCY SPILLWAY WEIR #2 EL 850.50 ILLWAY : J,SD . ~ 7. AREAS TO BE 5EEDED SHALL BE RIPPED AND SPREAD WITW AVAILABLE TOPSOILS DEEP, TOTAL
p d :d. ~ 4'" GONG. SLAB SEEDBED PREPARATION DEPTH SHALL BE 4" TO 6" DEEP. IF NO 501E TEST IS PERFORMED, APPLY 2
a r i ~ ' ~ ~ `Q • ( ~o©o PSI CONCRETE ~ ~ TONS OF FINELY GROUND DOLOMITIC LIMESTONE PER ACRE, 600 POUNDS OF SUPER-PHOSPHATE OR ~ ~ - ~ EQUIVALENT PER ACRE, AND 1,000 POUNDS OF IO-10-IO FERTILIZER PER ACRE, LIME,
~ ~ _~.i j d t • # ~ WEIR I J EIR ~I SUPERPHOSPHATE, AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL. ~ 10.0'
THE OWNERS ASSOCIATION 15 RESPONSIBLE AND REQUIRED TD MAINTAIN TH05E AREAS ~••1V VEGETATED SHELF L. 54q.0 3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL T3E REMOVED FROM THE SURFACE SO ~ ~
DESIGNATED A5 "COMMON AREAS", WHICH INGLUDEwS THE COMPLETED PERMANENT WATER ~ ~'-n" -.-..I THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. ~'`~T TEh
QUALITY DEVICE (WET pETENTION POND #I) AS DIRECTED BY THE GOVERNMENTAL OFFICE IF owNER CHOOSES To Do AN ARCHITECTURAL. vENEER, THEN 4. APPLY MULCH (GRAIN STRAW) AT A RATE OF S,OOO POUNDS CZ•5 TONS) PER ACRE, NORMAL POOL
HAVING JURISDICTION FOR WATERSHED PROTECTION. IN THE EVENT THE OWNERS ASSOCIATION THE DIMEN510N5 PROVIDEq ON THE SPILLWAY gETAILS MUST 8E n'ER H: PLANTS ~ MIXTURES i2ATE5/AGi~E PLANTING DATES: ~e
SHOULD BE DISSOLVED OR CEASE TO EXIST, THEN ALL OE THE OWNERS DF RECORD SHALL FINISHEq gIMEN510N5. CONTRACTOR SHALL PROVIDE ENGINEER TALL FESCUE (100 Iba.): (I) AUG. 15 - OCT. 2 Lq '
BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL G05T5 ATTENDANT THERETO. FIELD VERIFIED SURVEt' BEALEq 6Y A REGISTERED LAND (2) FEB, 15 -APR, 15 WITH RED FESCUE (4O Ibs.): (2) FEB, 15 -APR. 15
K PA Er SURVEYOR OF FORMS PRIOR TO POUR. 2" W.Q. DRAIN OWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED B00 6 ELEV. 64-1.0 TALL FESCUE (40 Ibs.) AND SERIGEA LESPED)=ZA (UNSGARIFIED) (40 Ibg.): AUG. 15 OGT, Q~,gryT NAME Fpp,M INUNpATiON TaI.~RANGE WII.I~,.IFE VA4UE tyOTES H • Ul
TALL FESCUE (60 Iba.) AND BROWN TOP MILLET (25 IbsJ: JULY f5 - AUG,
TALL FESCUE (60 IbS.) AND WIN'T'ER WHEAT (25 Ib~;,): NOV. -JAN. ARROW ARUM EMERC•~NT UP To I FT NIGH. tlES FULL 5url Ta %N ro Q :TIAL SHADE
I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF IN COMPLIANCE WITH THE CITY OE HIGH POINT STDRMWATER N.T,S. WEEPING LOVE GRASS (5 iba.) AND SERIGEA LESPEDEZA SGARIFIEp d'0 IbS.: MA - ARE EATEN 6Y PARTIAL 54•IADE ( ) ( ) R. 15 JUNE 15 W04D DUGI:S. COMMON BERMUDA GRA55 (8 Ibe,) (HULLED): (I) APR. IS ~ .JUNE 30 REQUIRES I~„L 5UP'
GUIDELINES FOR WATER QUALITY AND FLOOD CONTROL, AND THAT THE RUNOFF CONTROL MEASURES SHOWN ON THIS PLAN MEET OR EXCEED THE GUIDELINES OF THE SAME STORMWATER GUIDELINES FDR WATER QUALITY AND 8U5HY EMERGENT UP TO I FT (IO Ibs,) NNHULLED): (2) FEB, MAR. $EARDC~RASS WIRES FULL SUN UJ ~ ui H
FLOOD CONTROL. POND WEED 5U1~•IERGENT YE5 EXTREMh~.Y NIbN, REMO~/E NEAYY iOVE HEAVY LU ~ \ 1
~~~~bE~~~a~sa~s~ WATERFONi., METAL5 MARSH AN[7
~ ~ ~ s DATE: PE SEAL ~ ~ ~ ~ p Nr7 16N INFD~'tMA1'ION: ~ m ~ 0 ~ SHOREBIRDS.
' ~.~f ~ ~ UPSTREAM GRAVE ~ ~ TOTAL DESIGN DRAINAGE AREA q.66 At.. I THICK MI1\ ~A RAV L FA IN 5' MIN. WATERV~ED 5UBMERGENr YE5 Low C70OD WATER MG E G G 'THICK MIN. OxY6ENAraR. NIT 7D HATER '&ENATOR. HIGH >li- > V
SIGNATUREw; p ~ ~ SITE ACREAGE 23.444 Ac. ~~h= TOP F BAI=F NuTROENr, COPPER O LE ELEV. 846.D MANGANESE AND t`X~"' •r 'T .z-',.~.r ruo%~uu,.~ aG>~rs~it WENT, COPPER, _ 46ANESE AND P,'V.AIIIAA L7GMM/AI Y 11 A®
MAX. BUILT UPON AREA ALLOWED 6.25 At.. (6596 OF THE POND 24497
DRAINACGE AREA) i~:,:h•,%,..~'~t~,~-;~~,,..,... wILD CELERY SuBMERGENr ,1515 HIGH FOOD FOR TOLERANT OF KRI ',,j i..r i-~ WATERFOWL. WATER AND HIGH ' RANT OF MURKY t z 'ER AND HIGH ~.9
° N°~ ' . a l ° 1 POy~RM I, I HABITAT FOR NUTRENT LOADS. .,~,ws Il?.. ,,...fir rr~""; ~ .r~ a } t• ( , t FI AND ANT LOADS. Lu
SURFACE AREA ,320 5F 12,413 5F INVERTEBRATES. LU
gua4 aaaao~~ PERM. 5EDIMENT 5TORACyE 4,355 CF 5,0041 OF 8 , .t r wM"" ~ ~~..t.:._,d' 't,~`•. ;f~.~~ ;,:v:,. ~ WILD RIGS EMERGENT UP TO I FT NIGH FOOD FOR PREFERS FULL SUN -7 z p•~ BIRDS. .FER5 FULL 5UN Y-
Q tt ~'i r W ! 'f t I r -TAIL <
Z 0 TEMP. WATER QUALITY VOLUME 22,261 OF 26,401 OF ~ c,, ,V•S ,4 't,.e ~,J`... v '7t.,1 !'m• ~f.„ w.t i ,r~~ ~ (fl t( D- Cl nm-*~ M2 E.TA"I"Em SHELF D" r
TEMP. wQ POOL DRAWDOWN TIME 2-5 DAYS 5.q DAY5 NT5 I
m E
~ g'PR1JG'1'UI~: z GRAPHIC SCALE MIRAFI 16pN
9 CONCRETE 1^EIR FILTER FABRIC 40 0 20 40 80 160 z ~t
2 WATER WALITY ORIFICE 5T NE BAFFLE DETAIL NTS x
m UL
Q ( IN FEET )
d „ 2 TEE FOR TRASH GUARD Q 1 inch = 40 ft.
W 2.. T N 10.0' r -r (5EE DETAIL. THI5 SHEET)
< TOP EL. 853.0 m ~ 1. OWNER (OR OWNER5 ASSOCIATION) SHALL BE RESPONSIBLE FOR ROUTINE
_J 1 } I00-YR. STORM EL. 851.841 OPERATION AND MAINTENANCE.
4" CONC W/6"x6" WwM I~
EMER65ENG p ELEV. 850.50 . EMERGENCY 5PIL.LWAY (WEIR #2) ELEV. 850.50 to-YR. STORM EL. 85o.84 2. CONTRACTOR SHALL E5TABL15H 6RA55 ALONG THE POND SLOPES AROUND THE
v ELEV. 8441.0 WEIR #I ELEV. 84,q.0 PERMANENT POOL A5 50ON AS GRADING OPERATIONS DICTATE. SEE PERMANENT PROJECT AVC RE55:
R EXPAN510N JOINT WA STOP / 7E NORMAL P001 >RMAL POOL EL. Q W.Q. INV ELEV. 847.0 SEEDING 5PECIFICATION5 FOR 5EEDIN6 SCHEDULE. CLOT YOU 251q EASTOVSTER OR
ELEV. 847.0 Q ELEV. 846.a 3. THE PERMANENT NET DETENTION POND SHALL BE USED FOR TEMPORARY PIN# 180002830000100001
t --~11 BLUE RIDGE COMPANIES, LNG. POND PERM. W.0. 5TORAC5E 4.0' SEDIMENT 5TORAGE DURING CON5TRUCTION° ONCE THE 51TE HAS BEEN STABILIZED, 5826 5AMET DRIVE, WITE 105 CLOT Y) 2513 EASTC+C-STER M 105 MN# 18a"2&3000010000
0 ELEV. 544D± CUT PIPE FLUSH WITH CONCRETE 2 PVC W.Q. DRAIN S THE PERM. NET DETENTION POND SHALL BE GLEANED TO THE ORIGINAL DESIGN NIGH POINT, NC 21265
ry d` GRADES. ALL SEDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO CONTACT: JIM GRDIGH SCALE: I" = 40'
V 10 ELEV. 845.0 PHONE: (396) a8q-1513 ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. FAX: (956) 88q-1501 ID WIDE SUBMERGED PERM. SEDIMENT 5TORA6E I
at VE VEGETATED SHELF DATE: 12/20/06
i INFER: ENC~ ELEV. 842,0 4, SEDIMENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT WHENEVER
5.0' (SEE DE KEY TRENCH TO BE EXCAVATED TO (SEE DETAIL °A" THIS SHEET) I WZP THE STORAGE VOLUME EXCEEDS '15% OF THE DESIGNED 5EDIMENT5TORA6E° CPT ENG NEERIN6 4 511RVEYI, INC. !Yiiza, INC. PROJECT: 424.04
MIN STABLE SUB 501L AND FILL WITH 4400 TYNINO STREET
r MATERIAL APPROVED BY THE 5OILS 0 ENGINEER. COMPACT TO 15% STD. 5. POND HAS BEEN DESIGNED FOR A MAXIMUM 65% 15A OF THE POND'5 DRAINAGE HIGH POINT, NC 21265 CONTACT; STEVE YeBe VRAINN BY: T6L.
0 ~v PROCTOR. MIN DEPTH 3.0' AREA. PHONE: [phone] EXT. 310 (T. 310
0 FAX: [phone]
POND TYPICAL DAM 5ECTION i 6. A PUMP SHALL BE PROVIDED BY THE OWNER (OR OWNER'S A550GIATION) TO SHEET
d NT5 < DRAIN THE POND FOR MAINTENANCE.

_ _
- xoNe 115 AN uND19Tl~ AREA of STREAM VEbETATION EXfEN171NG A MINIMIR•i rrr , t OF 90 FEET FROM THE TOP OF BAI~C ~ REVISION5 Wuxi
\ : ~ \ i ~ \ OR MEAN HIGH WATER LEYEL OF I o L-- \ \ OTHER EIADIE5. ~
} ~ ~ t ~ ! \ -ZONE 2, (20') SHALL 9E AN UNplS- \ ~ TATION \ ~ ~ TUR6ED AREA OF VE6E ,
1 ~ ~ ~ J ~ 1 _ ' 1~E61NNiNG AT THE OUTER EDbE DF 50 : ~ ~ ~ 50~ ~ ~ ~ zo ~0 3o zo ~ ~ ~ ZONE I AND EXTENDING A MIlUMJh1 BUFFER BUFFER
r 1 1. , I \ \ OF 2O FEET. EXGEpTIONS MUST BE A IVE ~ ~ ( TATI \ ~ AF7~RROvED BY 'ME WA'fFR5NED BUFFER ~ER~ h'Mil1"~ MI
I r \ ~ 1 / \ r„/ REVIEW GOMMI'17EE (Y~G) PE 5EG ~ ti
r / ~ I~ ~ _ I -THE OUTER 50' 'SHALL 8E A VEErET r I I ~ ATIVE BUFFER.
1 ~ I r" ~ \ I ~ ~ ~ ZONE 2 ~ e 1 ZONE 2
~ \ 1 ~ ~ ~ ~ STREAM BUFFER ~ STREAM BUFFER a
1 I ~ ~ ~ ~ \ ~ t i~IIAL 5T~:~AM BU~F~i~ DETAIL Q ~ ~ ~ ~ I ~ ~ i ~ ,
t ~ / ~ _ ~ C`
I i / ? ~ ~ ~ ~ I,. ~ ~ 'tOP1~'~A ,4 ~
~ r ~ / ..M_ LAKE r~. ~ ~ ~
1 ~ I / ~ ~ / r 5eGt10n ~etall. m f3uffe ~ ~ 5trea ~ al ~ ~ (5ea atrearn bufFer details h the ilk~strations and detatis 1x)
\ ~ , / / ~ ~ ENV - aPPe"d r ~ Zone I - Undisturbed area of vegetatkm extending a mtn~xri of 30 feet from top of strecm bank
' ~ i f v~ ~ ~ . q-1 0~ / ,~.'z r' 2 - urea oP ve Cation ~Ini at the outer of Zane I and extendh
r ~ ~ ~ r ~ ~G ~ ..i ~ 1 r 'R .N= ,ate Zane g ~ ~ ~9 ~ '~,~y1"~5 ~ K a,~ landward a m~k~ann oP 24 feet. Exceptions must be approved by the Watershed Review
/ r°' C3` ~ V'~'ti to ~ ~I / i - air tG ~ U ~ \ / tlit~' a,~~e r -.J' C~ommlttee (Y~RG) per 4-1-bldX3Jbr ~ }
~ / ~1b, i / INz @01,6 .o' I' / / ' ~ ~ M?' y, \ 1 ~ / ~ / c iv ffer - Y tatNe area extend 50 feet Icmdward from the R tcn Stream Buffer o ~ Vegetal a 13u ege. ~ !pal" ~ ~.,,~er !Zane I and 2). No built upon area except as provided to Sec. A-1-6ld)t'~k.
~ ` , _ ~ \ / / 1 Lex ail $ ,,,.,i./"""'"""' - FJI, r r i _ ~ / / 1 ~ .r / uv. 1552 ._.w-../ .I ^r r' I' (I$` RLP 'Q.. phi /
~ ~ J / ~ _ r . J ~ iNV. r~ P . A / / ~ _ ~ ~ r'' ~ ~ / I DIP ~ .."..5r • N' ~ r h d ~ l i Water 5u i Wate ~ e B pub ~ ~ ~~5 ~ 1~ " ~f This o ?s located wlthM a I ter I
\ • IP 70P" 865 `a5 NV. Ta A01.58 ~ ~ a~ / watershed -bevel t reetricttons ma I . ~ ,`~j ~ ea. 9 ~ y
\ 1 ~y / • ` n?. ~~r ~ .G'"I !1U INV: itJiFf;'~ I ~ `G7 f _ ~b..~-. _ _ VICINITY MAP MAP
r ~ / Not to Scale SCale
° OP, P.Ya§ ~ , GI ~ gX. i ° P N4 --•~7 - ~ J A.Ia Ab r I --b,4 's 855.4 \ I . N a 1 ~ sadl ~ ~ 7 _ ~ r_ ~ _ _ \ ~ R NF TI
n ` INV. IN A r, X. Ci ~ ~"^M M I r'' L T r. ~ r ..,r 1.51TE DA A
r / TqP< 855.65 ~ N !T> ASgbq ~ ` / ~A5'p INV, INS' Ad1:iq tNly ` ( f . / TOTAL ACREAGE IN LOT Y (TRACT A): 2.48q AG
• _ - ate. ~ , la° vIP INV. curs 84159 ol?s1~ • ~ I ( y . / / / a 'may r f' m ~o I ~ ~ ~ ~ ~ TOTAL ACREAGE IN LOT W (TRACT B): 20.511 AG ! ± A I R .W. DEDICATION) TOTAL ACREAGE: 23.000 AG (INCLUDES 1.066 G N .0 )ICATION)
/ ' I i ~ r r, ' ~1 PROPOSEq USE: MULTIFAMILY APARTMENTS
r Gtb ? J ~ FIG;- ~ I g~.~ r I / ZONING: GU GO-H (CASE #06-06) LOT Y
/ 1 NIP ~ ' 7Ype /1 F ~ r v • , ~ fa•v - a ~ cu Go-M (CASE #0~-061 L©T W r w ~ PLAT REFERENCE: PB 167 PG 63 LU
FFE 8 n ~ \ , ~ ~ ~ / ~ / 2. THIS SITE 15 LOCATED IN THE OAK HOLLOW LAKE WGA, TIERS 3 ~ 4 >m z J
/ ~ \ 3, TOTAL LINEAR FEET OF PUBLIC ROADWAY = g62 LF I~ ~ tcN~s+~ r ~ 4. E30I~lDARY AND TOPOGRAPHiG INFORMATIC~I WAS TAKEN FROM SURVEY BY: ;ZVEY BY. o
~ l ~ 1 4 k h N259i ~1Lk£'aikR n ~r/~~ A6~0~ ! 811.1- 47, p61pQ ' ~ ( 1.07 9, ~ Ipa ~ ` GP7 ENGINEERING B SURVEYING, INC. DATED 7-2006 ~ 4T, \
K9LOT33 • r 'R TAX MM 1 I I; ~ a 1 ~ ` ~ BI,OGK 9 LOT 33 \ ~ _ ~ ~ IN A RDANGE WITH 3. SITE IS PARTIALLY LOCATED IN A FLOOD HAZARD AREA GCO ~ q ~ DANCE WITH THE z
0 ~ i;.' 7~ ~ ~ ~ n (V:s - ~ ~ • 'O k I 1 \ :•:C•: ~ / FLOOD INSURANCE RATE MAP #3!'0113 0004 G; DATED 5-18-q$. ~ I ~ ~ ~ NEAREST DISTANCE TO THE FLOODWAY 15 2,000 FEET.
/ ~ ~ - ,,.r~ I ~ ea5~ 4. AVERAGE SLOPE - 2-15SK o~
I a WNttE5 ,LLRO 1V1 C.Q ~ 7 77q , I ~ / ~ - ~ 5.501E TYPES: I 6Q6 ~ ~ / 11 10 ` ~ i ~ r,.. Gh GNEWAGLA SANDY LOAM
1 1 P6 5q tt ~ d TAX M~qp M1b 6LOGIC 3 LO ; ; , ' ' T m ~ . - 1 ~ to ~ ~ ~ i ~ ~ , / ~ ~ ° 7 n N N FINE SANDY LOAM 2 TO 6 PERCENT SLOPES / E: B E O , z '
. , , 8 ~ f t ~ ~ , ~ EnD ENON FINE SANDY LOAM, 10 TO ES PERCENT SLOPES r r ~ / ~ ~ J , r ~ 6. TOTAL DISTURBED AREA (LOTS W, X, Y)= 20.61 Ac. ju
. f i x ; ~ , b3l'~D~pM 9 ,~.j~~ U~UTB.~, / , \ I ~ r ~ ~ / \ ~ i' ''r SEWAGE DISPOSAL SHALL E3E BY PUBLIC SEWER. Q rm
l ` ~ f ~ r / •i,~rb~rePdrOi+ - i~::'. • ~FE ~65.1"`~ ~ !2-]CtDl~gl~ I \ ~ ! ti ~ ~1 I ~ ` ~ ~ ! / : ! .r-. 8. THE PROPERTY OWNER (OR OWNERS ASSOCIATION) IS RESPONSIBLE`. FOR FOR ~ r{
, ~ .v ~ / , ' IREGTED E3Y THE ~ ~ / % MAINTAINING THE COMPLETED STORMWATER CONTROL(S) A5 D ~ ` ~ / ~ / .r ~ 7 RI I TION FOR WATERSHED PROTECTION AND ; . ~ , , . GOVERNMENTAL OFFICES HAVING JJ 5D G 7 BY THE . fECTION AND IF %D u
~ fr" ~ Z4 p'ICp. 1 r'!' 1 . ~ • ' , -°862 ex ~ l ~ / ~ / ~ ~ ~ ' ~ . ~ I TH OWNERS ASSOCIATION SHOULD BE; DISSOLVED OR CEASE TO EXIST, THEN IN T ~ ~ E ~ ~ / f~ ~ - I MAINTENANCE SHA' iT, THEN IN THAT z
. g `V. tit) I v. Irva n'`rs >v I ~e ~ n~v. Cur= e ~ i • ~ ~ c~ / / ~ / EVENT ALL THE OWNERS OF RECORD AT THE TIME OF REQU RED -~t ~ TQf'' / ~ i / ~ T ATTENDANT THERE l ~ l/ ~ E3E JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL C,05 S "ENANCE SHALL. LU Q NDANT THERETO.
: ~ ~ x ; ~a 1!~ it ~ \ ,,i' q. THE GOVERNMENT OFFICE WAVING JURISDICTION FOR WATERSHED pROTEGTION A \ ~ NTRG aOTECTION AND
_....'N ~ ONC _ _ J? l - ' y I 1154 ! OQ lit' ~ '`.C. ~ y W \ ~ \ ~ / ,r THEIR ASSIGNS HAVE RIGHT OF ACCESS 70 THE PERMANENT STORMWATER GO ~ ~ ~ ~ ' TIN AND MAINTENANCE ENFORCEMENT, ,TER CONTROL(5)
I N b3,30'7q" PP GI --,w.,."' A~4' ~ V". ,.,y y .-~Y ~ ~ i f ~ \ ' 16.Aa N 83.55'96" W i ~ `»..6+~d" ~ , I ~:.'+lr,r tip; ~ t;. X ' OPi. 0~ ~ ~ / x,11 ~ ~ FOR INSPEG o 5 ~ ~ ~ ~ r 10. THE PERMANENT WET DETENTION POND(S) SHALL HAVE FULL DESIGN VOLUME - / I VOLUME
I ~'r(TIH ) k).4A' ,;r' _ rr ,y y ~ ,,;.4 ~ i,~, v ti r I T T~ J'~ A AI A LE PRI R TO ANY ISSUANCE: OF GERTIFIGATES OF OCCUPANCY FOR 5 E ~ V L B 0 e~ / r / / J IRE THE ~Y FOR SITE
r~~p' ~ J ~ / . ,r?' , 654 1 '~b1 , t~i+ , ? /~Y. 1 ( ~ tr': ~ 1.?' I '~.I~ ~ ,.,~''N`.el~ e> Y ?.:c! H ~ ~ f7 ~ ~ AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE SITE. TWIS MAY REQU EAN OUT AND DISPOSAL OF SEDIMENT FROM THE POND. REGtUI RE THE
--d „fir-" ~ ~ 1 a9 ~ _ , y+ ~ - Sao ~~y/ ~ II, THE CONTRACTOR SHALL SCHEDULE A PREGONSTRUGTION MEETING WITH THE GIT`r \ ~ ~ 11TH THE CITY OF
. / ~ ' i J I - .'.r. ~ ~t ~ ~ N NT ETE?NTION POND SITE HAS HIGH POINT WATERSHED ENGINEER WHEN A PERMA E D ~ ~ N EARED AND THE POND HA5 BEEN FIELD STAKED. v ) ~ BEE CL ND 51TE HA5
J I •~.u ~ ~ ~ ~ ' HALL BE DONE AT FINALIZA .J _~r \ 12. FINAL APPROVAL OF THE WET DETENTION POND(S) S AT FINALIZATION ea~i/?~~°,°°,°
r - f ~i'° OF THE GRADING PERMIT OR AT ISSUANCE OF THE FINAL BUILDING GERTIFIGATE OP C ZTIFI CATE OF z.° m
/ I AT R THE POND SHALL BE COMPLETED IN N _ ~ ~ ~ ' ~ OCCUPANCY WHICHEVER DOMES L E . NLIN X t ~ news ~ i ACCORDANCE WITH TWE: APPROVED PLANS AND SPE:GIFIGATIONS, INCLUDING 'ED IN uDIN6 BEAL
y I. 93 TRIG 'A` ~ ~ 4" , R N ALL EMBANKMENTS WITH THE: POOL ~ . ~ ~ ESTABLISHED PERMANENT GROUND COVE O ( ~ I THE POOL AN12 ~ 24491
, .:::v•. c r~ the u I' ~ ~ ~ ~ ' ~ TI N INSPECTION SHALL BE COMPLETED ,z P,g. ~ gyn. DAM HOLDING WATER. APRE-GERTIFIGA 0 {p6161 P6 b9? i ~ ~ / w ~ ~ ~ I ~ BETWEEN GPT ENGINEERING ~ SURVEYING, ING AND THE ENFORCEMENT OFFICER ANC 7MPLETED OFFICER AND ~~•e
~ ~ ~ ~ N 11~ ( I ~ ~ Fr„"", y ~ 'gyp )~^~„r ~ ~ ~ ~ . ~ PRI R T T ~ P~ o m / ~ ~ ~ ~ ` ALL ITEMS IDENTIFIED DURING THAT INSPECTION SHALL BE CAMPLETED o O p~;IN~pAEA / ` PRIOR TO THE
. . ~p p ~ a ~ ~ TH IN RTIFIGATION OF COMPLETION. THE GERTIFIGATI x _ ~ ACCEPTANCE OF E ENG EER S GE j ~t ~ R ING PERMIT ~ CERTIFICATION NNG PERMIT OR
" r + / ~ - ~ b moo / ~ ~ /`~/y OF COMPLETION SHALL NOT PRECEDE TWE FINALIZATION OF THE G AD / / ~ ~ ~ ~ \ ~ ~ T A F TH FINA G.O. Y MORE THAN TWO (2) WEEKS. ~ ~ HE 1550 NGE 0 E: L B
/ i r ~
i r f ' , 7 0 s y,. , I tNb5
~ ' r, r f0 ~ ' ~S IN M, / ~ i '8 G9~ .x ~
s 1 1 r f ~ 1 B. ~1.~.PAG ` I U \ ~ . ~ ,l \
t ~ / r f - ~ r Stormwater Mena ement Summa g rY
~ ~ / r /
~ ~ ~ Site Area 23.000 A I
' / ~ . ' / ~ ~ / , ~ r 1 •u ~ ~ Y 1 xf~` F~~ l ~ ~ ~ ~ 1.37 Ac. ~ \ 7~ Existing ISA
~ ~ ~ \ ~ C~ LGT ~ I r ~ ~ 85 ~ ' ' \ f?b,•• a1 ~ d 1, ~ ~ ~~z ~ ~ l - / i C ~ ~ ~ ~ n 1' A/~/~~"!~' a ~ / ~ ~ / b ~ 8~5.,~ ~ ! 9.44 Ac. / \ Proposed ISA .,a ti ~ V ~
l n~ ~D.R PaN1a ~9~ ~ r / y~~~ ~ r~e-ab j ' ` ~ \'""~4 ~ ~ ~ FVirw' P p I ( \ '
/ 1 . 1 ~ ; ~ ! ~ ~ `y .dry ~ 161 hd 68l ~ ~j,: ~~r 1 ~ SIP ~ IV r ~ 6'11,0b ' i }it ~ ( ~ • , / ~ ~ I / I ~ 9.t3 Ac. ,1rG- ~ l~ i
~ ~ r ~ ~ ,7 GO ~ ~ A p 4 ' t i 4 ~ ~ e. ~ C~ " Cs1( A ~ ~ ~ ~ ~ 4nSite D.A. to Pond #1 A t ~ ~ ( 1 ~ ~ QffSite D.A. to Pond #1 0.53 Ac. OL y V
~ ~ / ~ g ~ ' ~ ~ ~ / ~ r ~ I?' ~ r' / ~a ~ ' ~ I J ~ r~r k • r ~ I l / l ~ I ~ ~ Total D.A, to Pond #1 9.66 Ac.
r 1 ~ ~ \ 1 EIP / z r ~ J / ~ , I I I I / ~ I Ju if)
• 1 3.92 Ac. ~ ~ OnSlte ISA drairnng to Pond #1
p \ ~ ~ ~ ~ ~ , ~ s~ Puc ~ ~ ~ ~ ` ~ Future OnSite ISA drainin to Pond #9 1.69 Ac. I ~ g rf i OffSlte ISA drainin to Pond #1 0.44 Ac :z ks) ilk LU cv
~ ~ r I a~ I I ~ w g ~ J I ~ / ~ ~ 6.as Ac. I ~ Total ISA drainin to Pond #1 g lu
~ ~ a, ~ flu,,,, l q l !I ! ~
I I ` ~r , f ~ I ! r w`' ~ 614 r 'I }i '1 ~ ''7 4 ~ Max. ISA Per Pond Design 6.28 Ac. (65.096) I _ I ~ ~ ' l.1.a OL UL v
' ~ / ~k 1 11 ~ ~ ~ _ \ I Ir?,r?awvin~~c @ii~•#~nn Ares dlln~ti#inn ~ A__~ ~ ~ a7 er tl I . z
;zZZ ~Lj 00 %OUR auR. nRcca rtinvvW~.v.° VnVite U.n to rung i166
TO; Area Existing ISA' Net ISA Allowed2 Max. ISA Allowed Proposed ISA Off-Site D.A. to Pond #2 3.06 Ac. ` tlj
Elw \ &67.4 42 "w? \ \ 2y N11Q / ~F ow Lot Y; (Zoning Tract A) Total D.A. to Pond #2 10.73 Ac. E, Tier 3 1.260 Ac. 0,19 Ac. 0,37 Ac. 0.56 Ac. 0.72 Ac. .G..
` ~ \ ~ ~ "'^•--mow , {ip 2c . s =t Y0" + i 1 Tier 4 1.229 Ac. 0.16 Ac. 0.53 Ac. 0.69 Ac. 0.80 Ac. On-Site ISA draining to Pond #2 4.00 Ac. LU
1 , Off-Site ISA draining to pond #2 2.13 Ac. Lot W:(Zoning Tract B) Total ISA draining to Pond #2 6.13 Ac.
l I / Tier 3 17.694 Ac. 0.50 Ac. 6.02 Ac. 6.52 Ac. 6.36 Ac. 0-
~ ~ yr' Tier 4 2.817 Ac. 0.52 Ac. 1.15 Ac. 1.67 Ac. 1.56 Ac.3 4 6.44 Ac. 6p. p°6 Max. ISA Per Pond Design ( ) J,10)
/ Development Total. Notes:
L-J 1 j / Tier 3 18,954 Ac. 0.69 Ac. 6.39 Ac. 7.08 Ac. 7.08 Ac. / I 1. The site area is the total development area for Lot Y (commercial site) and Lot W(apartmi I Lot W (apartment site).
Tier 4 4.046 Ac. 0.68 Ac. 1.68 Ac. 2.36 Ac. 2.36 Ac. ( Il 2. Pond #1 has been designed to heat 1.69 Ac. ISAfrom Lot Y commercial site). Total 23,000 Ac. 1,37 Ac. 8.07 Ac. 9.44 Ac. 9.44 Ac. Site).
3, Off-site ISAto Pond #1 includes approximately 0,44 Ac. from Eastchester Drive (NC Hwy 6 Drive (MC Hwy 68). Lt i
Notes: 4. Max. ISAperthe pond design is the ISAwilhin the pond's drainage area. J 1. 100/o 0 of the existing ISA is grandfathered and added to the net ISA allowed. 5. Off-site ISAto Pond #2 includes approximately 1.44 Ac, from Lot 3 (PB 97 PG 109) and PG 109) and :z
I 2. The net ISA is the area within each respective tier minus the existing ISA within that tier times the maximum percentage ISA of that tie approximately 0.69 Ac. from Whites Mil Road. v
3. Includes proposed public road and sidewalk, 4. The development total is for Lots Y and W, X
l
I 11
tu N, r l I
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d A I 072.1 ~M
0 Maintenance Agreement: Water Quality Devices
~ K Watershed review Committee Endorsem This hod Dev nt Plan (Dev. # ) is approved by the Waters orsement Block d The Owners Association is responsible and required to maintain those areas designated as by the Watershed Review "'Common Areas", which includes the completed permanent water'gyality device (wet detention
i Gommitt AdeQuata in for ii if P (standard note)
0 3-5-02 pond) as directed the governmental office having jurisdiction for watershed protection, from the In the event the Owners Association should be dissolved or cease to exist, then all of All new construction sites shall provide adequate drainage om undation. For residential construction the grade shall slope the owners of record shall be jointly and severally liable for any and all costs attendant thereto. building minimum foun6 inches within the first n Feet From the foundation OWN~R/DPLC
d Direct of PI in cnd Development Date 0 Owners Association documents are recorded to Deed Book Page referenced in NC 5tote Building Code. Adequate drainage shall also PEVELOPER:
PRaTEGTED DRAINAGE AREA DEFINITION rs Certification be provided for new commercial construction in compliance with the W., BLUE RIpGE COMPANIES, it in r of Runoff Control. . 1lEn ee ,OMPANIE5, INC.
of Co ' ner s Developer's Certificate I) NO FILL, BUILDINaS OR STRUCTURES, EXCEPT FOR WATER I certify th this plan will control runoff in compliance with the Gtty of Hick Paint Stormwater State Building Code. 5826 5,AM1=T DRIVE, SUITE e of Compliance plan of development and agree to Guidelines For Water Qua!ltJ and Flood Control, and that the runoff control measures shown on 1-11161-11 POINT, NO 21265 DRIVE, WITE IOS SCALE: (100' 021265
no C&n=jes. Inc. accept this submission as our plan a vt T m REENWAY5 UTILITY 5UB5TATION5, DEPENDENT STRUCTURES, G , u PUBLIC IMPROVEMENTS fns II all eaulr improv t9 and comply with the conditions approva r3 approval. this plan meet or exceed the guidelines of the some 5tormwater Guidelines for Water Gwality and CONTACT: JIM 6RDIGM F oi 6RDICH
UTILITIE5, ROAD5 OR OTHER RELATED , N TRUGTED WITHIN PROTECTED SHALL BE PLACED DR GO S AW A 7 Flood Control. PE Seal Q 'tttrttt, Y R locement of i walks and rb an tt rin (standard note) PHONE: (336) 66q-1513 10f A 7 6641-1513 DATE: 12/20/06 ~a-ISO!
0 DRAINAGE AREAS AS PROVIDED IN TABLE 06-I6-04. GRAPHIC SCALE Owwr evel°pa iue Ridge Go'"'pa'''iea, Inc. Date Dates k~ ij 1) Any unused curb openings/driveways will be closed with standard FAX: (356) SSq-1501 ~gkk ~ G~ r Date ® rs curb and tter on curb and gutter streets. On ribbon sued streets e~ driveway and any pipe shall be removed. PROJECT: 424.04
2) DRIVE5, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE op ess/ Y t4l~~ z the IN = existing sidewalk shall be repaired to meet current City
T goo 0 50 Sao zoo 400 GONSTRUGTED NO GL05ER THAN TWO (2) FEET HORIZONTALLY r FROM THE TOP OF ANY BACK SLOPE ALONG ANY OPEN to Maintain Permanent Rur 5 Responsibility Went Runoff Control Stgngture: ~ ~ ~ 21 Damage to ® sidewalk standards. R w o Q = h CPT EN6INEERIN6 5U VE ZING 4 5URVEYlN6, lNG. 5TREE7 PRANN 5*'(! T0L
0 WATERGOURSE. PARKING AREAS AND A550GIATED DRIVES MAY 5tructUres statement 0 m A• O.P 4400 TYNING STREET C 21265
BE CONSTRUCTED OVER ENGL05ED 5UB5URFAGE DRAINS. The Owners' Association shall be responsible for maintaining the completed N control structure as directed by the governmental office having jurl9diction completed permanent runoff 24497 p CL; HI6H POINT, NC 2'7265 he p F CONTACT: STEVE wE5B ng Jurisdiction or watershed 0 d EVE WEW
i IN FEET 3) IT SHALL BE THE OWNERS RESF'ONSIBILITl' TO MAINTAIN ALL protection and, if the owners' association should be dissolved or cease to m or cease to exist, then in that even !v aa PHONE: [phone] E; 612-5600 r=XT. 510 SHEET
1 inch 100 ft. WATERGOUR5E5 ON PRIVATE PROPERTY WHETHER ENGLO5ED all the owners of record at the time of req'fired maintenance shall be joint 0 = 9 A5 SJB51JRFAGE DRAINS OR REMAINING AS OPEN GHANNEL5. any and all costs attendant thereto. shall be JoIntly and severally liable for FAX: [phone] e~ 12-8784
a~ tL
- - - -

Tir VALVE TEED s r
T ~ HA CONSTRUCTED TO THE GITY 01~ ALL oN-SITE UTILITIE5 5 LL BE ~ INV. IN= 06 (b3 !E) ° ~.6 a INV, oUT= 86~ ~ !31;E~T GLIJB W' Y1510N5 IF cus
HIGH POINT STANDARDS. HOWEVER, ALL UTILITIES NOT LOCATED X11 )~X. GI G w, r .r• .....,•.~,,.I,IAtdCCit ~ .r . pV ,..••,,,r.~.,,. ~ WM r l '1~ TOP ar~.o4 c, .r M p,/~y ca GD ~
I, CONTRACTOR SHALL COORDINATE WATER AND SEWER SERVICE HI A LIG ~AS~M>=NT OR PUBLIC RIGWT-O~-WAY SHALL B~ WIT N PUB LOCATIONS WITH THE APPROVED PLUMBING PLANS FOR ALL BUILDINGS T THE WATER SEWER ANp STORM "'I INV. oUTc ' C7 ~ ~ r > I I. 1MYi5E PER T1ZG
PRIVATE WITH MAINTENANCE 0 , AND SHALL AD.115T LOCATIONS OF UTILITY SERVICES IF NEGE55ARY, SY'gTEMS PROVIDED BY THE PROPERTY OWNER(S). ~ MA6 NAI (r~ ~ 05OW-1
2, ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE, n V 1 w ~ ~ y .b YI .'tale ~ • Wil'i"~ Mi „ ~ ~x. aouBL~ GI I ,od' raP= o~z,7o ~x. u
3. CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND j~~ r` f PF'• I-'~iTC~ X865.?,0 rO1'= 865.55 NV. IN= &6`1.63 fE), X, " TOP= 8E3O.35
R TM MPLETE INSTALLATION OF ~ ° APPURTENANGE5 NEGE55ARY FO EGO r IL H INSPECTED BY TWE ~ R THE UTILITIES. ALL PIPES AND FITTINGS 5 ALL BE EX. L~aUBLE GI 1 dA 1"C" ~fl ~ ~ ~ NV. (N- 86D.5~ (E1 ,r,,...-- , NV, OUT= 067.53 INV. IN= 8`13.7! (S) INV. IN= 861.t~~ (N) ' ,,,,,~"""....r-~ , , ' _ ~ ~ - INV. OUT= X60.50 ~ • ' INV, our= 8-r3;ll
~ ~rH P= a N w ILDING INSPECTOR PRIOR TO BEING COVERED. 70 655.0 ~ iG ~ 1.~,~~,,... w ~,,,,r NV, IN- 860.40 CE) x 12 xl2"x8' TAPPING ° NV. Our- 060,21 , EX. 15 RGP: ~,o. I # 5 EEVE E VALVE
4 L WORK SHALL COMPLY WITM ALL APPLICABLE CODES, INV. INr 848.18 (W) PUg'L w --'''yJ . AL INV. IN= 849."f6 (E) SEX, GI REGULATIONS, AND OR LOCAL STANpARp5 IMPOSED BY LOCAL UTILITY ,I 4 P b E1P_,,,,~,EIP I 858,4. ~ ~ MT _ NIT I~'Y 5ElH~k G1~tLGlJI«ATIC?N. ~5 5A~ ~ RA n
~ INV. IN= 84641 (N) GuR6 w ~ ° STOP= 656,41 ANp THE GITY OF HIGH PAINT A5 APPLICABLE. 'e.y..~ INV, aUT= 646.13 y,,..--'INV. IN- 654,11 (E - EG E!P ~ N- 054,11 (E f,,,,~--, M,. ' N rr~,~~~.y 7Ur= 853.E I 1"' B #qq CO TROL ,~rG'T4/ UN I
5. MINIMUM HORIZONTAL SEPARATION BETY~EN WATER AND SEWER ~ R(,p EX. GI NV. OUT= 653.ai ~ W EX. SpMH X.15 TOPS 855,23 MAI I f0 FEET. IF THIS 15 NOT Pp551BLE A MINIMUM VERTICAL ~ "``"`*°w.. _ ,~,--•-'"'r~I N5 S ~-...y~ ~ " ......,.......TOP- 655.b5 "INV. IN= 85D.h lE ~,.,r'"" ~ x CORNER , ~ I BEpRO©M: '18 x 240 GPD • 18,"f2Q GPt7
- SEPARATION OF 18 INCHES SHALL BE MAINTAINED, INV, IN= 84-r,7a iN) ° INY QUT- 850.60 GP , . . ~ . ' r ~ BEDROOM: 120 x 240 GPD = 28,800 GPD -
b. VERTICAL SEPARATION OF LINES SHALL BE A5 FOLLOWS: App NV. IN= 84q.4O (E) rn 24 RGP 5x,15 R LOC u A) 12 INCH MINIMUM BETWEEN STORM ANp SANITARY OR U5E p ' Dli~ INV. OUT= 64'7.5 , l , 3 BEDROOM: 42X360 GPC7 = 15,120 GP17
DUCTILE IRON PIPE WITH b INCH CUSHION. ~.~ME~' ' ' N ~ .RGP - d P 4 PD L~K~ ~ I z GLUE HOUSE: (OFFICE OOL) 2 0 G , . _ _ TOTAL (PHASE 1) = 62,880 6PD
B) 12 INCH MINIMUM BETWEEN STORM AND WATER. END E,~ INV IPI (E) 842. ~ ~ Zb ' ~ V, UT 842,43' Vt:~ ~ B s~1 / G) WATER MUST BE AT LEAST IB INCHES ABOVE SANITARY OR USE GaG O ~ GB r.. ~ ~ U ~ DI 15' RGP I s
RGP / TILE IRON PIPE. , ~ , DUG R EIR E ~a~1H # ~ 1 ~ C71 5o I I . I ~
PROPOSEp WATER AND SANITARY SEWER LINES SHALL BE PLACED , , , " ` , NIP SDMH pb3 ~ EIR F 855.1 b FEET OFF PROPOSED CURB AND GUTTER WHEN P0551BLE. ~rv . I ~ z I
Ef ° (I) 8'X2" RED INV' IN CE) ,Ll._. 8, GENERAL CONTRACTOR SWALL INSTALL UTILITIES TO WITHIN 5' OF , w..,~ , , p ri GV INV. G'UT 8 .03' fl ~ - 0 ~ ~ . , I 4 ~
BUILDING, PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR • ..IE E . Q 1 M V'1 r~.~, ,'V ~ t r ~ ~ A . II FH TE~ ~ ! ` G \q ~ , op , ~ M + N
UTILITIES WITHIN 5 of rwE BUILDING. . , ' . , , ....,~M T. u1 - - RGp G v , , Q. CONTRACTOR SHALL COORDINATE ALL NEW UTILITY TAP LOCATIONS ' 2 •0' (U 6 A (I)F N A55EM F22 ~ - ~ ~ _ ~ ,,ryw I~~,.' h ~ ' p~ w......-., ~ , ^ 1 b`! UG ~.~-r..w~ ,;,,,;a., ' r : (=1~i l~ 1 nWl I • .
WITH THE APPROPRIATE UTILITY COMPANY. FEE5 SMALL BE TWE W . . . ' , , P~ .r,-DI p57 fi) 8" GV ~ . , ? :
E . R SPONSIBILITY OF THE GENERAL CONTRACTOR. ~ , ' . ' , . ~ R ~ . ' ~ . 10. THRUST BLOCKS ARE REQUIRED AT EACH FIRE HYDRANT, TEE, u , . y~ r ObM m W m u~ ~ ~ t „ ~ - ~ u r ~z ' u I 1-r~ 1~ ~ ~ , . 8b8,7 n ~I nn
BLOWOFF AND ELBOW. ~ k , , , G 0 .......FE ~i r . R N CONDUIT SWALL BE PLACED IN GRASS OR ~ ~ I I. UNDERG OU D . . . . Y , , I),i"H TEE ' , , I ..x .3j
,R ~ 4 t ( ' LANDSCAPE AREAS WHENEVER P05518LE. REPAIR TO ASSOCIATED ~ ~ 112p ~ ao -,21 U b GV ~i . ~ u1 2 EIRE FDG ~n! ~ I -Y MAP
. , ~ w ~ r ~ . 1 T AREAS SWALL BE THE RESPONSIBILITY OF THE " p 5 URBEp , PN~?. AGGE59 E5M T. w Q. w ,a~sa ` ,f.. , .4" CA 2 ViNI (I) 0" GV ..z 15.0 ~z u a Not to 5Gale 5~ale
CONTRACTOR. . . . . . },(1 ~ H p~ w 12. INSTALLATION ANp REPAIR OF UNpERGR01~1p ELEGTRIGAL, GA5 . fi ~ ~ . RIM 65a,9Tt w ~ w f ; + S A 0+00 a ~ i ~ I) 8" ~ ~ I p ~z531 ~A~rGWE~r>;R o~lv~ TOP aF BANK I r ~ ~ r, ~ . ~ n ~ OF ST(ZEAi^~ w~ (I) 8x2 RED ~ ~ u ~X 2
ANp TELEPHONE UTILITIE5 AND DISTURBEp AREA5 SHALL BE TWE , . , ' . 0 ~ w b" pip ~ p, ss-..,. w..,.,,w Q ~ I -w b" DIF ~ p i r 4 GD B~L.L IbiVJ~lt" tli N ZO!`!~ w r~~ I , ry~,~ ! ; ; u ~ ~y a! urrDIS~ED AREA o>"
RESPON51BIL17Y OF TWE GENERAL CONTRACTOR OR APPLICABLE . . , N ~ 4 as 2Sb Lfi g" ~G UTILITY COMPANY, THE DISTURBED AREAS ESENEATH EXISTING ASPHALT , , . ~ M d ' X2220 WHITES MILL ROAD . , , . , z I Fir, ~ ' b_ ~q i ! ; I , r h ' N , fi w , ; ~ .ty ~ LOT 3, PB Q~, PCB IDq 6^ „ INNI AT VEGETATION BEG NG - ~ TAX MAP Q•C78 BLOCK 3 LOT 33 I ~R-26 tPRly " x , ~ , ' ~Q. ~ TI•E 0l1TER ECX7E OF ZONE
SHALL BE REGOMPAGTED 7O THE REQUIRED SPEGIFIGA710N5, AND THE . , , . , . W - tV M f- art + I ~ f,3 I I ~ 1 d1 , T IT I INAL CONDITION. KENNI~ J. TARRY x , . . . ~ , i s~ ? ~ I w w i j{ ~ 55.0 , , ' <~`~'<:~t ! ANDWARD A i 63 AA r „ I I ~ „ . ~ND NG L ltm ~ AND EXT f t i ~ W W ~ 1 , ~ t f sa 6 ~G 5S 5pR- w ~ ~ E I PlIE3L,( 'r. ";•y t ~ S p as r-_. 26 H Y f ;i MININ~IM OF 24 FEET.
STONE BASE AND ASPHALT BE RETURNED 0 5 OR G ~ ~,°{n~ ~ r.....,,, A VI~w W ' I I A DB 2~75~, PG 503 , ' I ~ ~ ~ ~ GB ~ ~ ` 13. ALL WATER d SEWER 15 PR V TE. , . ; ~ ~ ~ z E ; ti EXGE~TION~ r~Sr BE ~ ~ w 6 DIP (I) 6 1~ } ) . ~ Q 1M 665 ~ sa x.,, yy w w (PRIV,gT~J V W ~ ~ , W APPROVED BY THE ~y ~ in N
T 0 u- ~ 14. THE UTILITY GQNTRAGTOR SHALL STUB UP THE FIRE LINE TO THE TAX MAP 408 BLOCK LD 3 k ~ ~ ~ 2' 1~+1 4' ~ R ~ U , > TA 2+ ,2 i i ;v r w 8 G ! .:i `t. e' ti y' *h;. I i 7 ; ey 55MH #22 r.,-.r;.~.} ,,.,<<,, WATERSHED REVIEW ~ I L, ,r .r i t Y~ „ W k 7 f RIM 6b'1.A0 ~ ~ W ~"'~'r SY 'r~;';~~?~r`:r, YD 49 ~ ~ ~ _ ( xv , MITTEE lWRG) PER 5EG
SPRINKLER ROOM. ' • . . . . . • 2" SIRE ~ YD p4'. FDG ' 4p0, r ~ . . k :lr 1 +u a;~4 + ~ ( W W f";~:`~' v~k~y ~h~~/ f;~ W a- r-b(dX3~. ? W to
2aa~,.. . Q` (K v ~ ~ #~5 T 'W W '/~.r y :.~y'~,.•.;f efy ~Y ~*:J/. W . , , y v ` ~ K , ~i . `rm z J
A k .....t A ~ (PAT ~D~i LL, , r { "N.-. X36 I t l ~;•i `~ti~,rht~tivl }<>r;~'. , , W t.
. . . . r~~~ Iol I y ~ ,4. t W ZONE ! J~ ~1 ~ t.,~,al ! y % IG~t 1~pG AREA OF . ,,.i l a I `^l rill ~ W W~~~r n o (~'{4 AN UNI~ JIVRLhD w ~ ~ r IS) %s) U-
w U. , WET DETEN1iON,'.... * . B p4 , . , . PoNn n2 . 6-313EDR ' x.~ i , ..i ' , , ~ W ~ I W ~ . ~r ~ -.,sroR 3 ~ ~ ~ ~~~r~<;!.!'r W ~ MINIMUM OF 30 FEET PROM ~ _ Rt' r',,,,, r 0 p t
~ t2oM ~ , THE TOP OF BAN14 OR MEAN s Q ~p ~ I ' to W lC~z ! , . ~ I , ~ ~ ~ x t,yi~} 5F~ ~ HIGH WATER LEVEL OF OTHER W W~,•' ~ , ~ , ( 4ER z : o
w , , , , , ' . . . 65.1 ' SSMH .r rx W S t ~ °~u _ I ! t WATER EtODlES RIM 66 ~ 2"~ ~ ~ ti i W STA, 3+bbSl b,~ < o
, . . , ~ ~ 9O" RGP r ,.,rK, r}, ti, ~ Y~ . ~ W Y\~a ~l f W / •~w.n,.. /4vA.,y ' ~ a~~'.:
tt . r RGP t CORNER W Y.' ~ W CL Z
Q , ,r ........................•.,,....•.,.•..,..,...•.`...r...,...,....•..,•,•.•.....,. . ,.r.'. , yr'.'.':: ,'.'.~ji y ~ ~ ~ ~ ~Y"^"~,,.... `fir --•.....,.`y ~ pl #AO--.. ~ I' 50 , VEGEtATIVE BUFFER -~-wGB #46;.. , . , ~ 0 ! w W . ttX ° `~'30` ;24"' ~ 50' MEASURED FROM THE Z
(TIE ONLY ' y ~ QQ LIMITS OF ZONE a GH RGP ~ ,t~,;;•;:,+ .x,;~,;;~; : SHALL HAVE NO IMPERVIOUS a I k u~
~ b . ~ r r ~ ; ~ SURFACE AREA ~Y ~fi ~ W '~.S~FI at6 ~ I ~ ~ ~ ~ s:;,~ sy,, W ~ ~m
N 83 ~ b EIP , l... ..r,v v' • ~ , ~ ~ ~ RIM 6&5.51-, ~ W T ;:R? ,2 ~y TOP=06g1O ~..";t<.,,,,~;,,e t;:'r~ ,%-*`ll'r G8 #4$ GB 'dq' ..I ~ ,.~d>~~ij i<%Err ~ o ~ r
~ 29 W IP EIP ~ ...'.'..'ill.' ~L ~ , ; x f ~ i ' ' Af2~A' `y .r' i E A' , 7~.4C?' IY b 1 n V ,.,',~,?`1,V~' 'r^'- b,} r `w ...T-, , , , ~ / ~ \ r~ l` ~r r,;i i 1~ i i f , ~ J ",.i ' (Try O 38 b W 'w,., ` ~ "'F~'Q4'I . . ~ i r r!' ?f ~+,r G %\i . rY bar i r i ~ ~ ` ' / I ~ JN{ f 1 f, ~ , r ~ INV. INS 064,h0 W ~ J: '~x~,;':.>.:>:~ ~~^,>:>;}l ~ i a \ r. ' ~`f ' ~ '"'~l , `n I ~ INV. pUT- 064.58 ~ , ~t,. l~,;• , g < o
NLY~ W ~ . r v, ~ >t ~ r , ~1 ~M..,.. +.r' ' ~ ' .G,.,.^„ f r 40.84 ~ (TIC - EIP ~ y ~Y ~ , y ~ , ~ v ~ ~ , „u ' ~ ~ - , (TIE ONLY) ~ ~ ><I~~',~t ~ ~ ~.''V~ThAND- r~ I` ~ , NLY) t ~ f k h' l ~ e w ~ 1 a O p 111 ! ? ~:"t• VB t a
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~ ' ?'b'~ J f C:C.,~j r~..~ t~ ~,Y~'Ah'r v ~1 J~ it 7<r r'` t " ` .k.'~r / \ r• x ' I ~ t 4'\~', ~ ~~~.~U~ Y. 1~, ~ J~ i' i' F~'~ ,rs"t ~ ~ 'y r~ ~ f i si,r ~ / I,' t. 1 , t/f r.~,'~. rl r, ,J r. •~fs Y x /'f ` < , '.r.~ r: \ + " y ~ . ,.;r~ , HIGH PENS ! v k „~T, ~ ~ • -rw; r~, C`x !'i ,.~n`r.. ,ty~`r ~ ! / ~ ~ ~ IY~ IIk!! I ~ v ' r ~ u~ ~ ~ ~ , x; N f ~ > i ~ \ Sbb.q Not tO~,~' GC1 e
' ~ ' ~ AI r ..e ;f'~'` ~ + f 2 ,r f , a is r. ~r t / i^' e r ~ ^a... .1,.-r n*; . ,1"`'-+e * ,r . ~ ~I .i ti, ' R.IM ~'.rJ,21' ~L //'T '.+Y»/~J.„. j ~ ~ ' i-,, ) e~ "y a,` i q ,"f ~,:r A: b+4 a ~ ;~:h.,..~. ,.,:,f~Tl..AND ~ z} " P^, ~ i 4.' y~ y s 1. ~i .r.l,~', Nr r ~ ti ~ h rti ?4 ~1'a, L'M " % ~f~ ! ' i # G C~ I r ~ R!~e C,.,r,~ .y ! :1~. Y / J"v.i , ; 7. ~ f ~ Y' 4\f.r ~ ~ v n ~'~w.'' .
t t ea5 J `i. J ,:~i `~`y~. f : 4=• . r , +:l',f iA.n , "^fy..',! 6`' ' r~ jr i`~•~;,L IRE. ~ k~:' ~ r rr ~ ~r r; l~ , ~ ,Al J 4' 'r.' .x,, . s''} y . f x v , ^v ~ N C 'v ~ ' ~ I /r. ,4 ~ , h 1 ~ 4~~'( h~ if I y ~ ~ w r r. r,~,/ ~l ,!i < ~ , .i , ~ Y 1.. d j \!'~ti ~4 ~sJ ;,~~,~Yy~'~,?,r ~tY ~ ! ~ ~ ~il Q
/ ~ y .''"C". t,,< <; , d. r K ,y: :c`r r"~ ` i i}~~~,jy Y % ^+r~.!'o/'~~i r` •C 1 (J„ 4 X N r~~~ vf; r ? . ii r .s!''!"K` l ~ `J ' !'II. s ,,I ~ ~ kti ' r`' ' .1: ~ ? / t ri ~ J ~ ' ' • Y'.. w.ei; n' ,+~L.,.~'„i.,. Lfi u . r < ~ i •;1 TTY r rr y~ r y, ~ r~? / , . , ~ DIP f a .AND„' y~, . ; ti, w , x~ r ~ 5 ! 1 i~+~~991t/tt?/~j~!
~l~ z ~ ~ Syr. ,v. ~.~,~y ,„.i. w. r , ~N. i' ~ .,~F ,f ,`\4.%" . ~.""'+.,w LrC r /!"'~nK % r~/s,K ~~~i a"~: 1 ,F", ti ,'*t ` zV~. t z ~,a' ~ ' k E ~ t ~ ~ ~I/ / ~i~/"~ p d?'.. R y, ~ f~j r. .r w . ~ z t ~ r t v i~ / AGG~SFa 5M"C ~ ...,,~~0' ~.r,,,~, / T'T~ ~ ` T x ~ ~ / ,t x f i i ..v,~ F 1 ~ t ~ \ ~ ~ ! ~ V, r k'~ f W ' / y ~ 4 . y / . s, o .
IN 644,{ ~ ~ ~ / , ` * ~ J r '~ti~ u ~ ' t~ ti `i, I( ~~s..~,,~~ r.~/ . . . . r,..G ~r1 ~ -''y£. '''"`"`(y(..; FJ s•.rrlyf r'" r~i c ':r ~ ? t'~v k, Y!i.t ..,n, ~`~ir ,S!"^r=..' •r/ ~'k N~~.t~!k,"~ 5) Kkt^ r.,j~;- Y~.~ ,yyl( v F~ a. Val ~ r ~ 'C ~ l~ A / r ~ ~ J, ~
; INV, 8 , . ~ ~ ~ < ;W , , ' . , , . ~ y y "VY,r„~ n 42.31 ~ / ~ ~ ''r y ~'.~r. r E TA: ~+ddl A8Y f j N rl N,;,~ \ , t,, ? ~ x ~ + V u YYY ,~-~.t~ ~JG v~,o ? / r ~ r Y, { , n ~ FESy ~2
Y~y. '~(i TAB +'Tb, 351,0 ? » ' J ~ ' ~ / rn , ~ I r'~'rc`~ i! i ~ vl i '!I/ ~ ~ ~ 6:'Tb, 16 5~~ a" D!p jN " ~ ~ `?q~' r'~.' ~ N ! , r~l ' ~ I'f , ~ " ! ~ ~ Cfi `SI` 4 v SEAL 24497
I. , t Y `„,'y~~,~Y'~;r~ I/ ~ ~ i rJ .t r.C~;'7r , ! • .I. .il . . . ~ •z i .'r~. .1,. t`t .~t. Y r \r ~ * rF V ' • 1~. / I~' :':'T~ 7" ~ Y... , . . . . . y. + ~ Q. ~ i x plP~ pl• ENG,q~ ~ ,r~:,.,~y..~ g' pJp ~ J ~ ~J"~,?)~ is 7`/ r ' C - .ar6 ~N Ali es II 11 'i ~a:v:w ;V r T~0 ! mss. Ga C "~1- MIN f~ ~~.~L.1G) . ,.~.,.Y i ~ k a ~ x ~JG J"JAt.C .L!G g ed ~ ; ' ; , , ~ ; • , ` ' ~ ~ • C , r 0 ~ V
~ 5 Ak i~ X WA o ~ ~ ~ ~ , ~ 6 SSMH ~ ti E TE r 7 ~ 1 RIM r366.13t ~0 MAIN ~w., r ; ,
. 56.' bu .J..,r~ ,r~ F/.~ y-. t , ' , . `.11....... , , , , . ,r . , , ~u ~ ~ ~ d ' • ,raSMH pi ..f ~ . l ~s•.~+,.::•g~i' ' ,'y";... , LP 8 'DIP'.71~1.IG7.' ~ . . . . . . . • • -I w t TR,AG ?i R,~ry-~~' .i•"'' ~p~ g ~ S/ UrILI SMr
` h. TAr•It8 fir. ..,,,r,. , `~0'`PU6LiG.''' .t,..., '.`i'..'.'.:'.':'!~!.'.....:~!.'......'?1!.'......'~!.':.' . . . . . . c.FM pip r ...r . . . . . . , , , , , RIM ~67,23i ~ • L ~ ~ ~ s (i) a EE ~ ~
~ i' ' { y!" / ~'~.AGGE55 . . ry5t.'~ ,p~...'.'.. . ;;.~I....'.'::.'.'.'.' . . . . . a 97Ar ~+q4b ~ EX ~,SMW . . '.'hfM. , , , . , . ,o CU e II o fAr"~+A4b y W '-..,H #6_ °!B C`t~i /~p ~X D RIM 661.Ot
. STORY TC?F' X44,67' , . • 5TA: J*~i9.25' . . . . '.ir............... , , . 3' i INV Ira lE) 628.2' r' . , ,t,' . , , ..w:TYPE E3 (5UNROOM)~ i 3 / aF DEBRIS \ TiR,4GT AREA /
PaNQ rbcGr.-~ cart r ~ Irdv. IN (N) X528.65' u , ~ I IN , , a pUG D ZS d . N'v. IW) 828.6 . , ' . ' ~tl - \ . ~ /
`r, . . 12-I BEDROOM, 12-2 BEDROOM ~ ~ '+J ifdV. GAIT' ~57?~.h5' . . . . . '~T iwl. . - SDMH 2
/ 4~~ (Pa ib~ PG 63~ ~ YD a-r ~ t~ / ~
I bIG ~ N r INV ~ ~ ~ ! p2 'n ItQ 827 G3 r ~ S° FAG t'` .u~ ~ ~ U Q ~ ` . i s EX ASPHALT / ~ ~ t 2.5 3 + J• IM 8'4~t /,g,, PAVED ~'0 / ~
75+ ~ .,,,~1'P , ST r il.25 ~ ~ R~ PARKING AREA / B •o BENDS ~ ~ / ~ II fi r ~ \ ~ ~ NIP
h. a a V . . o ~ ,~,A, I ~ , GB iIb,RG.P p 55MH 1 / ~ ~ GB 23 /p ~ - ~ a / / ~ \ • ~ ~n ~a / iSMH 1 ~ w;,w~ Q GE) 55f~N qq ~ 4 ry ; t 3 ,1 ~ QR ,U/yj`
LOT ~ • ` N pig ~1. C1R-2 tl a'~a.51 ~:,'T ~ / RIM 8?p.b5f / i~IC4+bA.AI ~ ~ i'~ Q' s e«
. . . . • ~ ~ ~ M 86650 115 I.F 8 p?,,,,,..G ~ 180-283-00~ o2I . . . ~ ~ z ~ 4 _ / b ,o ~ ~ -r
GEC7RG~ KAPP , ~ ~ ~ e„ plF~ ~pRIVATN) ti M--" ~V ~ ~ ~ / ~ EX 55N1H ~ , U)
Q PB. ~ , ~ Gn v ai \ / ~ •r ~ INS IN {E! 67 \4r~ ~ a Fl7G / 'TEMP FH / ~ ~U o
~ ~ a Ste; ~'r ~P O ~ ti / ~ c 91 \ « / f ,y~, ~ ~ ss ; 2r~ ~ % \ G TOP= 881.b5 ~ / ~"U
U ar~ N . a \ (I S'x8 xb TEE r ~ ,.k t,;,~ • G IQ ) \ NV. IN= FULL _1DEE3 s / ,b ! =i ~ f (I) b GV \ . C~tJT= 8 .38 .r~ ~'•ti / Ex TEL MH. _ lu to
( r>~ p ~ fi) FH TEE -U r- ~ a 16" GV ~ 'll 55MH I~ ;9•~ ~ i A
.w ~ ~ o' ~ R 6b ~ \ ~ ~ s, 5 A 1+622 \ i .3{. ~G '~4
Q ~ Y , , 4 ~ _i 3a r< ~ / r\ YD #13 lL w w w ~ s' / G~,\ / EX 55MN ~ :4•:
/ 'RIM b64~s r ~ GB p~.~ . u. ~z ~ 0 Y I. ALL WATER MAINS SHALL HAVE A MINIt~JM COVER OF 4 FEET FROM THE (;~-283-G1U7-d~2 / 5TA 0+00 ~ j f - ."t~ ~ tS~ 18 ; , ~ ~ , r ~ 4 .,v m /'~tp + y TpP662,16' GH / + / '~j\ 'I EX FOG MARKER ~1~` +1 / _ I)„\ fNV IN (trV A;l,ri9,'.
PROP05ED A5F'HALT SURFACE TO THE TOP OF THE PIPE, RIGHI~RD I~URMAN5K1 / ~ ~6 Lfi ;n ~ ss B j ~ t 2. ALL 8" AND b" WATER MAINS SHALL BE DUCTILE IRON PIPE. ALL 2" MAY / ~ 36 tiY ti. ~ fryv our v ~ TEE , r ~ 225 ~S ~a 55M I ~ / xi O.
pB. 42, PAGE 85 / -~,~~D~~~ + ` s i R w p . BE PVC 5pR 21 (GLA55 200). Z COPPER SHALL BE USED FR~'I MAIN TO PZ / c~ "~~-w~~ irZO ~rygi~~ ..~~`A ~ 0 ~ ~ . r 4 I~ ~ ~ TA +~e" d.. V / ;u z
3. ALL DEAD END MAINS MUST HAVE A HYDRANT, AND NO GONNNEGTIONS r ~plV° ss5TA.l q 4' -74 , TOP 662.84' INV IN (•t) 819,14 jt`
SHALL BE GB ih MADE BEYOND THAT POINT. rEJ Now g r' D b 65 ° w 36u RGP 2 e.•. q 4. THERE SHALL BE A MINIMUM OF I JOINT OF PIPE BEYOND THE VALVE ON w , D~ ~r INV. OUT 613.64' v` / Q z
Q i s l H II ALL STUB OUTS. DI X29 LOT II II Ib°xlb x6TAPPING / / SLEEVE- BUILDING /yF / A Ex 18" R p 7 r-LC
5. HYDRANTS SHALL BE INSTALLED 2 FEET FROM BACK OF CURB. STA 0+00 ahhY "TYLER FITTINGS" AND MECHANICAL JOINT RETAINER GLAND MAY BE 6 ~5/ 2 4~1 TRACT AREA PRDI'D5E1~ / G W o v~ n~ ~ ,yY EX WMH LU 0
a" TEE c+ y W w SUBSTITUTED IN LIEU OF THE CITY of HIGH POINT'S 5TANDARD CONCRETE Q (0 2.4841 t ,GiZEa / TOP= 863.44
BLOCKING, IF APPROVED BY THE ENGINEERING SERVICES DEPARTMENT AIMT/GAR NA-5H 8 GV 0~ (I) ;7_ l INSPECTOR". 8'X2" RED z I } D 3/4~~ W 1 " (I) 2 GV CB X16 ZONED GU 60-H (06-06) / INV, IN= 675.48 NIP / INV. Our 812,64
- T. GONTRAGTpR SHALL ADJUST LOCATION OF PROPOSED WATER LINES AS 3/4 RPZ I ; yr , (I'S 167 pb 63) / b4 - EIP G8 4) TOP= 862.66
- REGUIRED TO AVOID CONFLICTS WITH STORM SEWER OR OTHER UTILITIES. . FIRE MAINS AND FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND a^ 4 W INV.Our= 611.66 uJ
M TI eUILDING MATERIALS ARE BROU6HT 1p APPROVED BEFORE ANY GO ells BLE FAG 0 NtT5~ a 3 Do ,71
ON SITE. 7 ~N
z DI #2a g6 N q, 7 2- 7QRY / C ~ FDG
ROOM)- ~ --.-TYPE B (SUN / EIP / w - I / / Q 4 60 2'W 5UNR00P1j x
1. MINIMUM GRADE FOR 4 INCH LATERALS 15 2.096 (1.0% FOR 6 INCH p/lfrl ` Q5 4 UNITS- -2 BEgR00M LATERALS). o - / 6-213EMP0M cvar alw+ rw T
2. LATERALS LAID ON TOP OF 5TORM PIPE SHALL HAVE A CONCRETE W PVG / h / I Cry AWA* t'WTLW L x'10419110 0 1 U ,aM F1ft 5PRlNKLBt D1tk55
812.6 Q SADDLE TO CUSHION THE LATERAL. •c$ a FFE I8n ILK, Q 3. ONE WAY 6LEANOUT5 SHALL BE PROVIDED EVERY 50 FEET FOR 4 AND b DI 15 9I PAW. / FM RPZ ~LOGATM OF THE-2~ W ~ I P005 >7t ale - C` IR J AND THE pGVA G-5 OR
fTo u r...1 INCH LATERALS. No QP~N B I NDIg~ 070WEST110. LOCATION 5F1~11.L ~ fi6Vk~'D
10 4. 4 INCH AND 6 INCH SANITARY 5EViER LATERALS 5HALL BE 5GH. 40 PVC. Q D _ NI SAN 9V~2 APPI~OVEU BY' ~T 8" / w~T~R
41. HEPLEPL L 817~IP wAT N __L _ / SIP / ~ - ,
4 _ 1 > TOP 61492' / INd IN (fJ 812.44'
z f , _ INV. Wr 81232 r. DI 411 / OETTA
0 NOT TO GALE LE PIZOJMT AuVf2M%t
(CG) Private Water, Sewer, and Storm 5u5tem5 / s (LOT PV 2519 EASTC+ESTER M
All on-Site utilities shall be constructed to the City of High Point EX / TOP b a.37' / PIN* W002WO000'700001
Standards. However, all utilities not located within a public easement or ~ public right-of-way shall be private with maintenance to the water, 576° , ~ p6 50 D?s i V (T814.46' ° r N X14 ~r~y I7~ V GU 6 6. . - Ex Ge ~6J~ (LOT Y) 2513 EA'STCAFESTER OR
b" g~ . ~ sewer, and storm Systems provided by the oWners association or 0 '~«2b fi~>~ / TOP- 674.07 / INV. OUT = 675.12 LOPIN* 1600028JOC700"t00010 mmmmwmmm~
property owner(s). TR I IN T AGREE ELAbMT El _ / NIP EIP / I GLUE RI7GE COMPANIES, [NO. u rE~os SCALE: 1" = 60'
ry ~ THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE GIN OF HIGH PAINT AND IT'S SUGGE550R5 • 0 (X) Adequate Drainage for Buildinq Pads (standard note) AND A5516145 A BLANKET UTILITY EASEMENT FOR THE PURPOSE OF INGRESS AND EGRESS TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, 5826 SAMET 12RIVE, SUITE 105 Ex Ge HIGH POINT, NO 2'1265
4-3 0 All new construction sites shall provide adequate drainage from the PATROL, I145PEGT, 5ERVICE, REPAIR, REMOVE AND RECONSTRUCT, UPON, ALONG, AGRO55, AND UNDER SAID PROPERTY FOR PURPOSE TOP: 816.65 INV. CUT= 6 CONTACT: JIM GRpIOW / - 75.85 ' DATE : 12/20%(9
buiIdinq Foundation. For residential Construction the qrode shall slope a OF MAINTAINING ELECTRIC LINES, TOGETHER WITH ALL RIGHTS AND PRIVILE6E5 NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT 4 minimum of 6 inches within the first 10 feet from the foundation a5 OF USE OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS, OF GRANTOR FOR RIGHTS AND PRIVILEGE5 HEREIN GRANTED. PHONE: [phone] FAX: [phone]
. ~ THI5 EASEMENT ITSELF CONSISTS OF 5 FEET EXTENDING TO EITHER 51DE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF I d referenced in NG State Building Gode. Adequate drainage shall also be TY RANTOR COVENANTS AND AGREES NOT TO CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING OR PLANTIN65 / SC GRAPHIC SCALE EIP PROJECT: 424.04
r mm rcial construction In coin liance With the NG THE PROPERTY G provided f new e p (OTHER THAN SMALL DECORATIVE PLANTIN65) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HEREBY GRANTED, .b X 41 / sa a 30 sa ?zo 240 ENGINEER:
Mate twilpi ng ~oae. "'THOU G APPROVAL, AND THE CITY SHALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RESTORE ANY SUCH STRUCTURES OR I` OTHER IMPRO MENT5 DAMAGED, DESTROYED, OR REMOVED BY GRANTEE IN SERVICING, MAINTAINING, REPAIRING, OR REPLACING Ex 55rIN OPT ENGINEERING I SURVEYING, INC ' , • / / AVEYIN6, INC. PRANK 5)"- T6L.
(Y) Replacement of sidewalks and curb and qutterinq (Standard note), r 0 SUCH U ILITIE . 0 / TOP 1516,11' 1111111 111111111 4400 7YNING STREET
i) Anu unused curb openinqsldrlvewau5 will be closed with standard curb cv and gutter on curb and gutter streets. On ribbon paved streets the a7 ~ V, INV IN (i) 673.G7' INV IN (N) 610.141' HIGH POINT, NO 21265 / tik INV. CU7 6`IpJI' IN FEET ~ CONTACT: STEVE VeBg 13
>n (Irlveway ana an pipe shall ee removes. 0 RIDGE GOMPANIE5, INC. DATE: r / 1 inch - _ 60 ft. PHONE: [phone] EXT. 310 - / o EXT. 310 SHEET
2) Damage to existing Sidewalk Shall be repaired to meet current City OWNER: LUE ~ slaewalk sCangarcls. FAX: (336) $12-8'780 /
-

Z5°, y 4~, V~ ~ / ? ItdV. CJI~'f~,- 8't4.2G TDP- 87O.a3 TPED i
r~ ~ INV. IN= l 0 r I 86 ,63 (E) ~R9 OP= 61a.0a EX, GI ,,..rr..w.~.. -~-.~.w ~ INV. OUT_ bbl w» ..""'"r~ v~ .i'~ INY, fXJT= 874.E>~~' ET C~.~ F V1510N5 T CsLUB
TOP= 886,04 ~~,,.p;~' ~ t ~ I o ~ ~ r INV. OUT.;. I'''" I
r+ y, G ~ i raP= 81a.22 1. POND REVISIONS 04/041/01 BITE
fir,,, MAC> INV. OUT= 815.32 N w X. Y i " \ ~ ? (15" RGP TO MH)
1 ~ I~" w EX, DOU E a ° DIP `S~"-`~• ' ?~It'C~"a M 1~ 1 TaP~ 872,7a(ADJUST r0 r•~TGw GRADE / ~x, of t
ti ~ P• L0~ \ ~ raF D ~OG• STOP= 885.55 NV, IN= 861.63 (E : x. 8 TaP= 68(3,35 ~P• ~....-raP= a65,2a INV, IN= a a.51 ~
L+ ~ INV. 5 \ w EX, DOUBLE GI VARi~ T P= q ~ WIflTK w,,,. w NV. 0 &55.0 ~ INV, IN= 861,41 (N) C` ..6 NV, OUT= 66"1.53 GI #32 / INV. IN= 613.11 5 INV. 0U't- 660.50 . • NY. IN= 860,0 (GI #3,~J ~ HP STD, 7` ~ ( ) NV. IN= 860.40 (E ~S4 T/G= 875.3 ? INV. aUT= 613.1( °i~
iG ~1W Nv, INV. IN= 848,18 (V~J ~U~~ e„ ,.,,.r-' NY, OUT= 660.21 , EX,-i`~' S $4• ~ q.'q'T " C INV. OUT= 6105 / ,
p INV. IN= 84q.T8 (E) l~..r-.'-EX, GI K 15° F INV. IN= s48,a1 M) ~ ~X, cum ,.•TQP= 858,41 ~ {t G J yy~+ ~ / ~ / R ~y
~ , w N IN= 854,11E r INV. OUT= 648.13 V. ( 1 ~ , - 8s~ _ .~G-~'. y EX, GI NV. OUT- $S~.Gi _ - ~ EX. 5C7MN _ ;~r'1~" TOP= 855,25 , " ~ ~~6 ( 4NrR0L 74
Ek w CURB ---....:.r`" rl'aP% 855,6`) P1 55 INV. IN= u50,6 t ~ ~9RNER r 6~ 2 a
"856 ~ ~ NV. N= 47.? N ' .NGDar STD. SA~0,a2.~--•-INV, QUT= 85a.ba r' , ; , ~ i I & O RIM= 655.2 A -..1 NV, IN= 84q,4p (E1 ~ 15 LF ~ RGP 15,• P,l,P , ,,:,pl I r p~', LDG• !2"' !~!P NV, IN= $4A.6 kt 2, AS E~' , • qUT STD, 840.14 NGDOT STD, 840.02?~.; , I ,
p INV. OUT= 847.5q NY. OUT= 649.3 IM= 666.4 r / ~4 ~jyr NV. IN= 959.2 C~ ~ RIM= 8658 ~ ~ ) ° ~ ._~1NY, OUT= 861,3 ~ # 33 /
`"`~M~ 22 I: 24 RGP " , ~ d 4 r, .6 . NV, OUr= 659,0 D0T STD, 9 0.52 A A~', ~ END fx, RIM- ±6515 pOT 5Tt7, 640.021' r' ~ . , DOT STD. 540.14 r~ r ~ / LAKE 1 ~ tV i ~r i , IM= 565. ~ ' , ~ ~ l INV. OUT= 863.q ~ I ~ . i_
GAG ? ~ INV. IN- 1841,61 ~ , ~ RIM= 855.2 „ r r r l35 LF 15" RGP `135 LF 15" ~ ~ RGP ~ I,p~ I I ~ ~
' DI q 8 ."~"'-"(EX 36" RGP 6 INV. IN= 650.2 . r 1 5 O - NV. OUt- 650.0 r ~..,;'-^•-r-~,-,.,, TO BE MELD VERIFIEp);w:`.-. <A' ~I ~ NGDOT 5TD. 840.14 , D ~0 ~ NGDOT STD, 840,14 I I
NIP "`""'-r--'-;RIM= 851.a ENV. OUT= 846.0 ~ ~ 0' RG EI12 ~ dNV. IN= 84'1.5 DI 51 r, R,yp , r I • V.., r • p 0, rr^ . INV,. OU7'=.841.2 NGpOT STD. 640.14 pMH X64 • I Cp...... ; r' ~ „L, R1M- 866,0 ~ ' 1 t INV. IN= 860,8 ~ \
w„• ' E M= 856A GDOT SrD. 840,52 } - 4 ~ _ r~_ 'f ~ ~ INV. OUT= 860.6 I ~
. , ~ NV, IN= 84"1,9 -151_ .3.b," RGP' IM= tb5"f.p r 6f S3 p y FE5 X59 . , . • NV, OUT= 841.8 Q O Y'" ~ ~ A ~ 1; , 2 ,INV. (N= 845.1 ~ r NROOM - 1`Y~i~,, `'0 N a ~ ~
6.68' INV. OUT= 84"1.0 f.. p..' 86`z-T 4 O INV. OU1'= 845,6. ~q ~ k R PRAP OUrL ~ . ~ r ~ ~ . ' ~ I y. . ~ ur`tlrs R ~ ~ I ~ A
APRON LENGTH= 20' ~ Og% r $ , ~ - APRON Wlp'PH= 9'x23'• • „ RGp ~ / r ~ - ~j.3 ! I.~wO
4 rHIGkNE55- 18 • pOT STD. 640.02 _ / F k . G A I IPRAP / . . f ~ f 85 J / r- , ~~h8.7' 1~ i ~ 1
y , B X48 r , , NV. IN= 648.5 !G 1 • • ; . ~ ~ ...G 52 , ~ INV. iN= 551.4 (GB X53) .._...f i / DOr STp, 640.0 J ~ GB~41 ~ w y• I ' ~ - I 7 i .'NGDDT STD. 840.0 •r ~ ~ ~ ~ ~ I r
' . INV. IN= 649,0 (GB X55 ~ ( ' ) . f IM= 863,5 ~ .y. ~ 1rJV. our= 846.0 ~ . r. M~. ~ ~ .,I...;a,~ I ro\?~? ~ NV. IN= 651.1 ,_RIM= $69A ~ I ~ i INVr our= 861.6 1so' VIGIN~T~' MAP r*-e MAP
~ ~ Nv. ouT= 851,5 , x k , : ri, . ~ ~ ~ j I ~ ~ qy I i";~ ~ 1 1 ! j r ~ • . ~ .x ~ i ' n,,,, ` ' . ' _ ~ . 1 dg #2531 EASTGHESTER DRIVE Scale
' l I ~ I ~ t Q , ~ i ~ NGDOT STD. 840,14 I • ~ BILL AGAPIl7N
`1 +,~~;r,,~,~.' :~i ~ ~ ~ ~ RIM-888,5 I I ~ f ; ~ , ~ ~ . ~,s, ; INV. IN" 862,4 I LOT PB PG I Oq
.222D WHITES MILL ROAD d•~ / f ~ n'~- , ~ ! ` I ' + . NV. OUT= 862,2 I ' ~ , , ~ ~ ° ' i TAx MAP a•o~ BLOGK ~ LaT \ ~k i 1 " I ~ ~ ALL ON-SITE UTILITIES SHALL. BE GONSTRUGTED TO THE GITY OF I r
~ E J. TER k . t. , . v. ~ , I s, D~ ~~~J~, PG 503 '1' ~ wW , 4 AD515 DRAIN BA51N , 1, i ~ 4 NGDOT STD, 6 0 02;-.,., , . ~ ~ ~ 4 ~ m 1 ~ i I T ATE ~ ~ ~ ' / HIGH PAINT STANDARD5. HOWEVER ALL UTILITIES NO LOG D \ 6 ~ , 9
' I ~ RIM= 660,5 "r-~::`. °°°'RIM= $63,5 TAX MAP 4QS BLOGK 3 LOT 30 • • ~I•' ~ ~N.' ~ ti , . . , ~ , . / . . < • m u. ~ ~ 'INV, our= $b0,1 k .ay.. .l• : r:. ~ pr , •4- ~ INV, IN= 856.2 ~ - ~ \ + i ~ ~ - ~ ~ I I WITHIN A PUBLIG EASEMENT OR PUBLIG RIGHT-OF-WAY SHALL BE e~6 42 ~ e ~ 'l \ 1 I r ` ~ PRIVATE WITH MAINTI=NANGE TQ THE WATER, SEWER AND STORM z
. ~ 4.. ~ fl ti ~p INV. OUr= 855.2 ~ \ . ~4. ,I+...__.. to NGD07 STD. 840.02 YID #J6 I \ \ : .:R1M= 864,6 ;^r• ADS IS' DRAIN E3A51 ~ ~ I 5Y5TEM5 PROVIDED BY THE PROPERTY OWNER(S).
•if Y ~ . ~ I ' NV, IN= 860.3 RIM- 866,9 \ 1 ' ' ~ INV. OUT= 860,1 ~ ~ NV, OUT= 863,5 ~ I
~ t 4 , . X35 ~ I ~ r 4 ~ 4 NGDO STD. 8 p,02 \
~ I:...'• ~y~• t ---'TYPE r- , 3t ,n - l~ _INV.1Na 861.6 I _ . \ y ~:.~.f~: ~ ~ INV. our= 14
ll~ , . , : NGDOT STD, 640,02' ~ \ " ~ I ~R .~;F ~ 1 ~ I ~~r t ~ I \ ~ I U-
.r' y ~ . RIM= $56,6 - ~ ~ \ ~h ~o wt r,t~rFNrro • INV. IN- 649.6 b-3 ~ ~ 3- 5 \ I Az ~v~
~ , ~ NGDOT SrD. 640.14' BEpRpOM . _ ~ . > • l~t~ . Nv. OU1'= 949.5 • \ ~ ' . ~ '.l'.. :f...... ,1... ~ ~ ~F ~ \ a IM= 656b ~ f~65.1 ` ~ ~ p i. .Y. E I _ _ ,w,,.,~~ 1
~ J'..... • \ d ,p INV. IN- 650.1 HG ~ . 'f • ~ INV. OI1r= 850A ~ ~ .~..f; 5 _ ti r l~Il t b-1 ~ ~ . BE:q~M ~ I i v DI X40 < 12 2 _~I.. ~o ~o
~ DOT STD. 840,14 ~ ~I ~ 1 \ 74 ~ ~•'K-. iM- 864.0 F ~ `r(~ ( 1 EIP `
~ ! r q ' ~ n . Y,;, • 5~. 4p 30 P ~...515~ 7_4(~J+ .r; . 4 INV, IN= 857,8 7, q ' ti ~ \ ~ roc i \ 6 INV. pUT= 8518 °°N 0,5Qt°.'- \ - I l GORNEFt ~ y \
i ~ r r ~ \ . ' ;r: ti , r ~ ti i 66p -""`~"-.~,--.,.,NGDar SrD, 64a.o2 \
(TIED i r l , . '~6. '.may ' / IM= 662,2 ~ r c46 r......p D0T STD. 840A2 ~ ~ ~ 86 E3(a '(7 ~ 7 LF 24„ \ ~ RIM= 864.5 ~ ~ \ ~ ~ \ N RGA ~ 0, .-....1NV, IN- 85a.q (G6 #35)ul \ ~ ~ k ` to
l . 'i 1 i~, f~ j',i ~ % NV, IN= 651,2 (DI X40} ~ l , ~Qj~, \ ~ :'^r"~ra,~; r / 'SDMH X65 y INV. IN= 851,q (GB X42) u ~ d ~ a a[ ~~6 INV, IN= 861.7 (YD #36).~ I ~ , \ ~ y~
~3 r ~ ~-'L , :i;~, • ~//'`w"')~ NGDOT SrD, 84052 y~,,~ - k ~ .,26 . y. ,~~r.s,,y~. x. , r,.,: / ~ \ 'ri"rINV, IN- 659.1 (YD 43) EIP ~ . ' , ~ J .l' . , ~ 'n EIP / .',r:.. i ' FE5 X66 ~"RIM= 1851,5 / • I'f^~'~,.1~ - ~y \ NV. IN= s52,3 (GB a45 ~ EIP r ( ~ i' ',C .-'I ~ S ~ "NV, IN- 85q.1(cl X381 u ~ ` \ 6 ExiH ~ ~ 6 ~ .OU 858,6 ~.bba, ~ ~ ~ A z z.. (S m
n ~SQ, ' ~ ' ' ~ /INV. T= 4. X' ~ ;INV. INx 644.4 ~ , ~f1 ~ / ~ i r .INV, OUr= 651.1 N a~ n OI N 83 ° ~ -y' P .:.y , ~ / OU 84 a ,r„Y;~Y' ` x'',,;' INV. Urr 6a4.3 , / r i 1`~• / \ ! / ; f ~ W d4"' W y • . ,t ~ ~,:.,RIPRAP ouTLET ~ „ a , l ''i1754 t ~~Cit ~T ' r'' - % % . f r" \ / ~ ~ INV. IN= 684. _ _ 1 g \ 858•, l / ! ~ INV. aUr= a~4.5 4` ~ ~ \ a
40.g4' (1`I IP i \ ~ y?,'r'~?~,, a- ,/.1' ' h~ ' ~ ~ i' i' .i l r '>S ~ f" ~ i E DN E ~ Jai --'J+' ~l/ .~1+ `APRON LEN6Thl; 2O 'k ~ , '~"7'r,,,,:./ •-r• •'r'n / ~ X 96 GUTI.~ (tip ON LY) 'IG ~ , f / l/. ;v ~ ^ >,.+ti, ~r~~c,~'~I~`~ „s~ m ~1' ~ LYJ 4q ~ , . ,X .APRON WID'I'1t= 4k23 :,!.!,J r,x'~' , f~,~ „~~'m ,,;II'N. OUT 1!44.4 ~ ? ~ z LU a-
y RIPRAP OUTLET i rwyu• v , •'t•,..,,..., r' ~i"'t. i , ;+"~~,'~r 'Y,"FtiPRAti OUTt.ET ' THIGKNE55= 18 y .'~~`i,.' k~ 1~It~'t• U LDT 4 r APRON LENGTH= t,v-, 9 !.~.,,;;,•.GLA55 I RIPRAP 1L`;<`'v :~;t`X" x^~'rt''%~\r X~' f ~/?'y``~~.~'. 6~ ~ ~JQ ~~I1PRf~N I~.~N6Til ZQ' r i + r'..- .-APRON WIDTH= 12 /"~i`• . ~ ; r ~ \ ' `W , ~ , ~ ,c'M1,. m ;Y > ~ ' . APRON hUf)TNm q'x23`~ , i RIM xcrxrr sro. 9gooz ~C~ ~
~ THIGKNE55- IB r~; x, ,c ~ , ~ y i" ~ ~ , , k '1'NICdU>E95= i8 8 ,INV. ~t.11A A'~ W ~ W W~W r~'1 ~!\/~v ~/1lKi r~/ 'l` rt }r a. 1~.~~,' ,i h ('ir^rI't~i~,. W, Y/dt~ly GLA55 I RIPRAP k•C~" ;•u / ~~r ? ~v~' I RIPRAP a~. ,i~ INV. INV. IN 8~,1 a T.. , „ ~ ~ Y' JAI / U \ , ? , q ~ %,'"'%=~,-~-I~.., ? _ _ 'C?8. t r re HP STD. \ \ \ \ 'A/ INV. WT 862r ( ,:7% ~ , T~•..,~ i / / T/G= 865,26 \ \ ~ \ ~
i ~ ..r^+ ~ ~ / y~, ~t ~ . ~N, iK; ! 1.i% > ~ f ~ ~ y r ~ T; ;s ? ` n .xp %i./ r ' / rt i' •S '.,t'~ P, :.Y„\ ~ r~,•Y ~K } y'~.,, '+„'t, .'~f \r~% a ,.z U~ 3';~. / i l/ I_ ~f \/y' ~ "'.I l.~~ / j ` r iV %^`...~"i r ~ r r. t~ , < , r tt ±i'?~ „rf , ti f+, 4' %;y r Y,V~, i v ~ y,,., ~`:`w' rt y, . , ~ 'S \ \ `c„?,+s.. •Q ~ : ' f N ;"c ^-y y ,`+`v,)GI #38 / r~ INV. OUT= 861,0 / \ \ I y~4' i~ iN;~ 1~r7 •h+~,'',r'J r '..~+'C•r ~ ~ _'M+L. Y ~ ~
..r: :,y r* r , ^ X ~ f° r Y ~ ? t y? ,?~7^,..,: Yti X4°•y •.'.~'>r. •d ' ~ ~~f~+ / i ~ i ~ / r i ,/(,,r~?y'Y t~ ~ J`' X~,tiy„ qua ~,/~k, ~ ~'Fr' • a ~ Y ~~/`.,yV ~'i ~C X ~ •Y{~Y, ~ ~i . NVw.+ ! ? Q'i ~ '`l / `"°,;~.,~y .,r% ~ t~,} r,.% i~,~',..~,' , ~1~.`-w•}'Yl~,t; Y~'(~"',(, .,Y`}~./. r,% ~x"(`5",~",'~. ? Y,.,~ / ? ' ` ~ q w~ ~t' ~ ~ ~kti ,RIM ;ti, ,h-~;;'~"~'c`F~. r i HP S'I'D, / k I `~r a . NGCk71' 57D. 840:0~~~;`t;~,~, ~N , a I w V V 1 ~i ~ ~ ! , , ' ~ T/G= 065.26 v. _ a66. ,RIM 9968 '4~"~~~~`;<~~0 MVf~~~ _ ~ ~ / \
' ;,,r~.,.',.L, ~i, j ? ,-.e -a"~•1~, r , ~ r,.!`~.v ,X~,. l.~`L, ~ i T i. r..: 1 v l V .lr~vlA r ~~i~ ~ti ~Y~ ! 4i •~~ti \ : ~T'` ~ , `k7 t,~',~ , ~ % ' % r'•'l'..~C ; i ~ J . , ~ i • . , s ~ , ,p~ , tAN"" ' 1" / :J~ ~ . i~. X ' f , ~~'f /t.. ~ ~ ~ c~ :INV. G ,r^. ~ ,.,,Ex. ,v ; ~ r, 1. yti ! J/Ji ~ T~-?.r v .k'u^~ ,d;~ S/'./''~C~~,l' ~ ¢ 1 x (f, ~~.v, ti , i,' :.x'ti1 xy 4 ~iy'tV' / ct > " ' a r k X'}~`' ' j . ~ .'n , . r. , ' f / ,.;~aJ?4r..~:y...!', ,Y...:~k' =E , y ^ ?C i'';?~ (~~J 1 ~ n, S~ , .r k • k ; NI~ , / r ~ w Y C, x f' r`. t . ' r . r / i i' y ~ \I ; v k (R, ti ~ , ~;.,~~D 6 'INV. IN 860.7 ' ,,INV. 0UT~9~,b cJ~'(~+~ j ~''NGDOT STS. 840.92 ~"rINV. OUT= 8605 ~ u Gp f / •g_~~, ~ . -y~,, . ~;;`ti?~J'~ ~..~."~%r ~~~'',;RIM= 3865.7 `>f ; Y LF / I ~ ~
~ i'i' i r ;.y~Q l v l ;:,ySt ,~YS ~ ~ . , i r % ti; y, r/~.~~ , 1 ~ Y k 'r,' ) f, ° V M1 ' } ~ ~ ~ , r, 'r i' , k` ~f21AP W I L, T M f' .'rt . ~ r' I' X " w ~ h„ i i ~ %.4 ~8,,'\)~ ; 14\V, ~~1~ < it ~ ^ r ',`'~-;li`.L+~ ,j ' % / ' A ? lJ'7V .4 .'7V{ p~ r,
I Is t i ! r , ' ~ )C , r, APRON LEND H= 26 • r j i' ~ i ` / / - ~ `i 'T 'tea i L.`,." ;~"i,, ,v ~:a~'' 'k'ti uKAPRONWIDrH= 12' •,,,t..::".`f!'• ,.,,.,,y, e.,,L„: ' ~'y ~ ri; pp,,,~~ I ~ r' .:-n , n .\v a y,; 'k' ~ ( ~ ~ , , i i j ~ ? i ~,I" ~ ~ V '1 ,t"~~' „h-ENV. IN= 1060,5 ILD OVER%`~~~ " ` ' ~ ~ ( 1 8~ ti 'h'\ ~7 :..a-"''~ M''~. wrn~,! ? k ° R P - T FIELD ~':~yi~K ~ ,r l Q ~+Cti \ A ~ 84' F . N EX 30 G O EiE / _ ~J ~`r~ttttets~e~r~~s 4 At
I TG'~~'~ ~ ;Q ~ r,,, ,r. , r s. u ...P',r X ,~~L'% \ r f \ ? ,r p~ .•PON .'C-5~.i . ~ ~ ~ ,7.:,~'.~,/ ~ ~T'c i~ , ;~,x~"4 , I ~ 1' ~4 ~l^ / i., r` Y r' , r {~,~r../ i* y 4 ; ) r'. : ~ Y •1 j~;C'y' L I ~i~~V~' :I . ~V .'".pwM y %~,Z 7`,•.•... f ' . ' \i Y, ~ ~ ? at` r' ~ ;r x"* yrr/f r y ti / r ~ .A ~ , .•.o.': , , / i y' 1' i, ,.:..e r ~ ~ ~ ~ ~ i ~ - e ' j( '~7 'a r < ~ ~.t 1 \I ~ . ! • , f . .CJ,~ % `y i w, ` `~r ' , n > ~ •~r '1•• ,-:VERIFIED) ~ ~ \ ~ ~ ~ f`,', ~ ~ ,„r:Crx . K"`CINV. our= 5568 ~ P ~ 1 - 7 .~1~,, l., r~:<. 4Y.) ~}~iy rye,. /~~w 't iS j't~x 3, ~'7~ ^,..J r pr' \'„v~\I"Jr`r~ ,/~i`^`<~(~''~.~` n h ,e X "I'~ ~ 1 k~ ,C? I ~ I \ \
% / r'~ f,i 5/'.j,% rrv.~.. / `i 'w. ~ i / 1 r .1 .'Q'f.,K ~ ~ i ' ~ i x . ~ ~ 8U!'it~ INy.B .j1 ~ / •..,J.. Y,'t G^''~1:.v '?,r. ~.~i4 ,"'J/ 1. ,\F'~•: ,ti'~~', !y'~.,~'y` .F:'~ W~J~ ~ t~ i y.~%, .f~ : r ,r, 8'. . J, r' • r T `~l~ 1NVEItT I F00T [y/ ; "F,`, ..-~V+•' y C , r~ T t :C r ' T Qi ti eY~ . .~5~` y •'i'~!'. 'i` %,..,,,,r ' C.~2 ~ q • ~r, ~,(•,-^r~,,t.. .t , ..~r~.i.r, i(i;:~ ,`a.`~. a.i~.:``;•`\,it;~•;t .'~•,/\^'~CY'V'F~rJ ~Jz / d9 J ? / '9b ttr , N ~ / ENV, our= 596,a ~ ~ ' ~ / 1 \ >2 Fes, , ~ / J / ~p ~NGDOr STD. O40,14 ~ )
. ti , x a N r!'.;.W ,i ,r ~.r, . / . , YD 2 4 • ? ~ L' Ap515 pRA B 51 _,.8 1 21 ,~'~r ~:%,x;1NVER71, PO~OT,%',~• . i '0 J ~ );RIPRAP OUTLET X j.~ f^' / ~ RIM= 3 J \ ~ I f'. ' ~.m / ; ~ APRO LENC~ 20 .~.~'ry.~ y INV. IN= X861,4 ILD OVER ~ / \ ~ ?J ~r,,j l ! ,/„n `':.,,L..~ f j /f - I 1F}' ~ / {w 1 ~ C/` f.
I.'..' > n .`JC'< w I r '-~ki»" , ~ : , - ~ N^"~,--158 _..,s,~•- DOT SrD, 84D.14 ...~y. \ ry?; frt'~. RIM° 865. _.._,.~._____,.~D ~ ' .71"'. , :~:.f.~.`;. . r N r^ a ~ '.i. :r' NV. OU1'= 862.9 62' IM= 865,5 . , , ..4'. . 2v ~ a,;r~ J'~ t r , 1 z G'% • j' a' Vii. ~(74 NV, IN° 661.5 ' r f.y, / ~ i 'APRON WIDTH' a'x23 ~ r~ ~ - / ~ , / ~ / ~ EX 18" RGP TO BE FIELD J V A y ' ~ l ~ GK E55= 0 ~y' 'A VERIFIED) C SEAL w r 24 4 7
$ • / ' • 866 _ 66 n, . . , f" 1. ~ „ ~,:!'v r _...r... • ' : ' $6 NV OU1'- 660.1 , _`iL ' 868 ~4 ~ II GLA55 I RIPRAP ' ' . /l - / . W V, OUT- O5a.3 \ \
J~,') f r r"1'~.'~':'•.~.+' .a2•:•~` ?„fl' .!.'~,..rz,w•"' ~'v..Y. J.r Yp 16 .'>.'.yr . , : f. ,~q]~._' . , . •;c . +y . Sfi~'.. , .'y~' ' j"A~ Ay'' , . , . ~ AD5 I5" pR :,r. ~j p~ r•GW .M IS4 LP 8 PVG ar' i, .~Qj.'.'i:'. . , . '~;;~`';"":!''r y.; 'j`;;;`.-.yr'.......'..'...... , , ~ ' ~3 f. V.r:...... ~ ~ ' RIM° $61.5 YD 18 l . U% ! 86 '~1~ J ~~,1 I c4 AD519" DRAIN BASI ~ i i~ , I ~ Z I ~ ^ TI~AG7 ~RErq ' t , . ,
~.y~ 866 INV,aur=6 . y'. "."""{n•'~ 1)•/ ~.~~~".~1~ .y..~~`. .^v-..yrw W/ (.D(!'~ ~.;i, s~ •y'.~ .R~ ~yrr~K~. .t.~ RIM- 061,5 / ~ J •f4 ~ ~ \ ~ ~ I \ ~ 1 INV, aUT= 863.5 r 1 r. `.k~ NGDOT'`~TD, 84x\12 G 3 I ( ,r
/ ' ' ti' ~ 'jk/k ~ • w w .,RIM: 566,5 ~ HP STD. I \ ~ / I IN Obi T/G O6a.3 \ `
~i~„ \ • . ,r '1 F, ~ ~ d513" W /r'-- , . • . r..:..... p T STD. 040.!4 3' STQRY / ~ . ~6 w `P~. p~7 63~ ~ .,,-NV. QUT= 86 , 'r INV. IN 064,3 X J `I / EX DM y ~ INV. aur= 864.1 ~ >
yy QO L 1 , Np • E r . , -"RIM= 666A ~ ~ (l _ ~ / / • :~/d~ INV. IN= 860.9 ~ ~ " . U • ~ f T ~ l'~ l1 / LL a DEER ~a ) AD515 DRAIN k, 86 r ~ / / <
. a ~ •INV. our= 641.0 6 PvG 1NV a~T= 860,3 . 2-~ ~pR00M a ~y , ~ ~ ' ' o + ~ _ 12.1 ~ ~ c a2 . ;,,'f ...a7 , IM 0b7a ~ ~ „ 4.6 15 ~F 18 RGP ~ , 3J .LI 1'1V ~ I l ~ / / . ~ f 0 INV. aUTk 863,5 ~ ~ C,~ A b, gp~.{ #2 r i / .4 / /
( I , IPRAP oun~r p ~p . ~r r 5rd, 64a.a2 ~ . r i ',APRON LENGTH= 34' ~ + ~ / / ~ P. , I " pRAIN BA51 ~ f,~6s.5 ul^~ IM= 965.0 ~ . - o ~ ,ti ~ NGDOT Sm.54o.9z R5w cs / / ; ,,'tF• 8(ag~, 87Z IM= 388x,5 1 s 4j1, ~ / " \ ® ~ v
/ . y • APRON WIpTH= 9'x23 5 ~ a _ q 1 I I THIGKNE55= 10" ~ •'••;r'~'•'•'.'.'.'.RI =664,8 . ; ? NV. IN_ 96O,-f (GB 1q} INV. >x7.1.G3 / ~ , • i I I ~ ~i INV. IN- 659,"1 rol p21} - / INV. IN= s:O66,1(EX 18' RGP PG b~~ i / ta / 1 ~9 'y~ ~ f O•°' 0 E+E FIELD vER1F f I / a / ~t r _ ~ 15 ~j'1 IED) EX AS~HALT rGU 4f % / ; ~r
( ~ r ~ L I RIPRAP . \ : • . . OU"I`= 66 6 _ _ ~ ~ r _ 'S, L' +(~'G 1NV.OUT= 6595 r ~ , .y , . s 1 .o l,: ~ t . • . ~ ~A ' - s' V p INY. OUT° 865.3 i 1 / s;' a.:~ ® 870 STD. ~~q I PAV~D ~~liw~0, / Q- / ~ 4~~ T~. ~ ~ i '9. p ` ti /G= O6a.2 / ~'ARKINGI AREA ~ ~ ~ / ~ / ' /
r . ~ /s~ f ` 1 f I ~ .'r. 0 ,y 'o, ±~INV, IN= 8638 (GI 3)', r `rw;,4 YNV. INS 863.8 (pl / ,y 4 1
I ' .+f 7 ~ ~ ~ ' ~ ' ~ ~ •x~ I$ RGA ~ I ~ i 0~ r. / . ~r ~2 ~ I Q r ~ ' .:Fr. r Nv, ouT= 863,3 ~ ~ ~ ~ / ~ / /ry~/~' :~~5 fir; .c 14 ~
LDT 6 ! t r r . a 4 .,4~~ - a ~ ';12, 1 I ~ _Gb X23 ~G / 1 l ~ z th~~ i , ' xGdor STD. a4o.a2 ~ r ~ r ~ ~ ~ i!~NGDOT STD. 840.02 NGDOr STD. 040,14> • f r /
18D-~283-DD~1-D21 ~ I / • `S~ . F~i .r B 26 RIM: 665.6 / GB q' . t ! 1 .c4 .l . ~ NGDOT SrD. 840•a2 ~ ~ ~ ~ 1 . S . 3, • dp V INV. IN- $~.S ~ ,!NGDOT STG'. 640,02 / IM-86x,4 ''r r ! _ r r _ RIM 867.5 , ~ ~ / ~ / 3TD. 840,02 8~~, M' 0' # NV. OUT= 864,2 ~ ~ 7, q ~.INY. IN" 060,3 (GB 6? <r,' ,w'C / b~
G~DRG~ KA~'P ` ~ 1 a, ~ RIM=665.6 ~ ! ~ 1 .`.c~ .k.`, !4~ ~ ~ ~ ~ ~ NV. I 1,q ~ 3 INV. oUr- 859.1 RIM= s66,2 1 / / (~'l, I d I N= 85 (GB 2 INV. IN= 962,2 f PB. 81, PAGE qD I I i ~ w ~ >t ~b `t~ ~i0 INV. IN= 069,0 (YD #7 ' \ - ~ ~ .•s;`~ / 862.2 8 , ~ ~ ` INV. OUT= 854.8 ~ ~S' ~ f / / " / _ I, ,,,.NGDOT STD. 840,02 ~ ~ ~ /~p~ /
~ ~ • T t A INV. IN= 65q.6 !DI 251-~--^' INV. OUT= 861.6, ~ 1 I ~ f Q' Q ` I~. INV, our= 951.4 r ,r ' / . I 1 1 1 1 'a'.. u. ' 868 i RIM= 067,7 r, \ 8 ty. / ~ ~ ~ • lil
I 1 / ~ , 1 1 I 1 t ( ~ _ r , r r,~ t 1 1 i r' • ~ , r . INV. IN= 85x.3 lGe #5) ~ v \ - _ / ~ CX l / ' ; I.~ J(~~ y ~ ~ / /i INV. IN, 863.4 (DI #a~,. \ \ ,r r / NV. OUTS 85q,1. _ QP- 661,65 / ~ .h:,
1 ~ / \ 1 ~ / ~ r' . ~ IN- FULL DEi3 i, .r. ~ ' ~ ' ~ ~ ~ ~ T= 6 .36 c Ex TEL MH.
i I 1 1 \ ~ -p + r ~LU M
\ , 1 \ \ 1 • c a2ti ~ m Yp 13 t ~ ~ DOT SrD. 840,02 ~ ! Ap5 15" pRAIN 6A51N 1 \ 1 1 ~ i ~ .IN 6A51N ~ ~ ~ ~ N T T . 84 .02.:• / ~G
~ \ ~ `1 g / iM= 6655 CA ~ RIM= 861,1 ~ ~ >t R "INV. IN= 656.1 (GB #11} ~ ,1V INV. OUr- 963,1 ~ ~ RIM= (082.3 -Y~( fiF 3.7 / 1 ~ '1 ~ / NV 7x,3 ~C ,OUT= x8 -off' _ ~ \ ~ ~ ~
- ~ I ~ 1 \ ` NGDOT 5TD. 640.02 O • .INV. IN= 956.1 (GB X261 r 180 283-D©7-©D2 \ / r" y / , \ ~ 0 _ `0 INV = 655,9 / / ~ 1 ~ ) RIM~ 863.0 , aUr I r P b / ~T~ (~11LD OVER R l ~ .Y. - 1 ~ / ~i~ / x,19" RGPJ ex Foc MA~~R ~ _ cv
IGHARD ~URM N5 I ~ \ INV. IN- 955.1 tGB 21} ~ ; ~ ~ ~ I I ~ ' ~ N DoT 5r , e4o.o2 ~ ~ I ~ ~ ' INV. IN= 65"1.1 (DI X29) - ~ G D / ~ ~ ~ `qa PE3. 42, PAGE P~5 ~ 1 ~ ~ I RIM= 865.8 ~
I / 41 ~ ~ 1 ~ ~ ~ ~ ~ hN,OUT- 6 b r'.. ~ `~5,, INV.IN~ 856.6 (GBal4} / ~ r l / ` r ~ >U VA-9 Y- z
/ \ t 1DI #2q I I I Y Q ! A 1 INV. OUT= 856.4 Y \ ' G8114 ! 1 /
\ \ NGDOT STD. 84p.14 1 J Y DOT STD. 840,02 RIM= 6$ i r ry / J 151 LF 56" RG a ~ V 69,23 \ RIM= 86"ib I f i Q WDOT 5TD. 840.14 \ r / / I i
)NV. IN= 856.2 / \ \ r ~ J INV. IN= 658.! (GB #IQ) NY. OUT= &W.0 / NV. IN= 562.6 (DI #12) 1 / ; • / 858.1 (GB X10) . .I RIM= 8641b ~ LOT 8626 (DI #12) INV. OUT= 8655
INV. IN= 663.3 (YE) #13) _ \ / ? / INV. OUT- 1551.6 I M \ k~ ~ AN r~.. 863.3 (Yo #13) 0 / Ex 18" RG`s-`) r-Lo / TRACT AREA w ,0 T= 1551.6 - / Uj
to V~ ~~Nfll~~tJH,~ e? - f / ,48 t A~GR5 EX 5DMH 2 0 TOP- 683.44 l> 1 ZONED GU G4-N (06-46) INV. IN= 815.48 (G) G Private Water. 5ewer, and 5torm Sustem
I NGDOT 5TD. 840.02 , , 5 p` INV. OUT= e12.64 All on-site shall a the City of High Point >x \ 01113 161 PG 63) / utilities be constructed t I Q ` ` r \ q / standards. However, all utilities not located within a public easerr High Point ,
0 1 \ C4 iSs ~S?. ' i' / NV. IN= 861.5 I 41 ~s. .1NV. OUT= 8613 ~ EIP C'8 41 / l TOP= 882.66 ?ubl is easement or
H .r p INS/. ouT_ - 8-11.66 public right-of-Ovay shall be private with maintenance to the Ovate sewer, and storm systems provided by the owners association or to the water, v rV SoGiation or
'to N/ property own r .
x ~ ~ ~ ,t_ x ro~i t y f w X
7 9 NO ~q W a ho 2- ! , a - - - N AB 10 A4 W Adequate Drainage for Building Pads standard note ate)
LION, PE B (5UNI200 -OR pA ` y TY # TIpS I #15 UNIT5 E1P All new construction sites shall provide adequate drainage from building foundation, For residential construction the rode shall 91 linage from the x ode shall slope a lundotion as
,to .0 a~ /NGDQT 5TD, 640.14 NGDpT 5TD, 640.14°~ a-~ 1 P \ 8-IBEpRDOM, , minimum of 6 inches within the first ID feet from the Foundation as
RIM= 865.5 / . ~ ' • IM= 866,T , IO LF 6 PYG ` '2J''° _ INV. OUT= 661.2 r INV. OUT=.662.41 a o~ 7 \ FFE referenced in NO Mate Building Code. Adequate drainage shall c 4 a r 1 « / U provided for new commercial construction in compliance with the I noge shall also be ;e with the NC
38 fig" 2 HG \ By ,T.IL tate Building Code. - / 01 2
w NGD07 STD. 840.14 / 4p FtiM= 6&q.0 Replacement of sidewalks and curb and guttering (standard m a / ( YJ (standard note)
< -10 eOo , Nv. IN= 864.7 i) Any unused curb open in95/drivewoys will be closed with standar 1xv. OUT= 8645 615n, and utter on curb and gutter streets. On ribbon paved streets 1 Nith standard curb
D ~514~ Pd streets the
} y IN EIP driveway and any pipe shall be removed. NGDOT STD, e40.I4 2) Damage to existing sidewalk shall be repolred to meet Curren IM= e15.5 meet current City
NV. OUT= 8685 sidewalk standards.
-76 N -06 ,4'. a 7Fj , 41 PROJECT ADDRESS: (LOT i+V) 25141 EASTC+ ESTER DR
O " M.- PINS 180002830000100001
06 4 It so, ~S11j~i18 ``w BLUE RIt7GE COMPANIES, INC. ING. (LOT Y) 2513 EASTC44ESTER OR
g o ~ OP 5-1q,01 To 5826 SAMET DRIVE, SUITE 105 '1 F+p ~ ~ / INV. Wr= a75.12 105 PINS 190002830000't0001O
EUTIEASEIIEE2TRICLITY 1 A&REEPENT: ILANKET cv E1P / HIGH POINT, NC, 21265 NIA \ 1 A CONTACT: JIM 6RI710H SCALE: III = 60'
df THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF H16H POINT AND ITS 5000E55OR5 AND A5516N5 A BLANKET UTILITY EASEMENT FOR THE PURP05E OF INGRE55 AND EORE55 TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, PHONE: (336) 88q-1512
V PATROL, INSPECT, SERVICE, REPAIR, REMOVE AND RE00145TRUCT, UPON, ALONG, ACROSS, AND UNDER SAID PROPERTY FOR PURP05E OF MAINTAINING ELECTRIC LINES, TOGETHER WITH ALL RI6HT5 AND PRIVILEGES NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT / SAX: (396) $8a-1501 ~ TOP= 8'1$.85 INV. eur= 075.85 DATE : 12/20/06
OF USE OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR RIGHTS AND PRIVILEGES HEREIN GRANTED, / ry m ENGINE
d TH15 EASEMENT ITSELF CON515T5 OF 5 FEET EXTENDING TO EITHER 51DE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF ' THE PROPERTY GRANTOR COVENANTS AND AGREES NOT TO GON5TRA4T ANY STRUCTURE OR PLACE ANY PAVING OR PLANTINGS 1P GRAPHIC SCALE / ~ v ,j / OPT EN6INEERIN6 d SURVEYING, INC. VEYIN6, ING. PROJECT: 424.04
IL (OTHER THAN SMALL DECORATIVE PLANTINGS) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HEREBY GRANTED, WITHOUT APPROVAL; AND THE CITY SHALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RE5TORE ANY SUCH 5TRUGTURE5 OR so 0 30 sa 120 zoo 4400 TYNIN6 STREET
OTHER I MENT5 DAMA6E0, DESTROYED, OR REMOVED BY GRANTEE IN 5ERVICING, MAINTAINING, REPAIRING, OR REPLACING 0 SUCH U LITIE . HIGH POINT, NC 21265 CONTACT: STEVE WEBS PRANN BY: T0L
N / - PHONE! (336) 812s8ao EXT. 510 EXT. 310
A / FAX: [phone] k / IN FEET ( ) r /
0 L OVVNEF2. ` LUE R D E 6OMPANIE5, INC. DATE! 1 Inch - 60 ft. SHEET
Q / / /
-
- -

gyn. u, / S, ~ T P= 1 .93 TPED r ~ INV. Ol~,= 614.29- ,
tl; 0 8 b / ~ ~ INV. IN= 861.63 (1*1 ~ ~ ~ oP= ela.oa RIY1510N r G~
7 INV, our= abl INV. air= 814.64 °rK,t~'t' GLUD EX. GI ( ....,r.s i r r rOP= 86b.04 1 p ~r,0
yq V ~ .•r,,, ~ f, ti Gl dry- n-frt ~y 1. POND REVISIONS 04IA101
60 0 30 60 120 240 ~ ``~n r M ~ gl> 1 n ? ~ TOP- I"I.~L GP MAG N,41 INV. our- b15.32 a I TE
V' ' W,~._.,..__., s {I5" RGP TO MHj 1 w I r~ WYQ w x. Y ~~~q ~ ' / V1HlTFy MI
IP ~ PX, q0 P GI TOP= 812."18 176.1 / /
n~ \ ~ W V ~ IN FEET I. \ INV. IL ~ PP• ~O,G-TOP= 865.2a STOP= ab5.55 NV, INS 861.63 . x. a ° TOP= a8O,35 w INV, IN= 8b1,01 (N) C'~ INV. IN= 860.51 (F~~ . , NV. OUrw ab1,53 • ' ' g fNV. IN= 613.11 (5) INV. a,r- 860.50 I ~ INV, our= x13.11
EX, DOUBLE GI ~ ~(AR1~ NV. 60 a ~ Wtp1'H w 1 1TICI1 ft. TOP= 855.0 ~ iii r,, r NV. NV. ouT= aba.al ~ ~ ~ 1~~ S 84•
INV. IN= 8413.18 (VJ) pU~~ { INV. IN= 84a."t6 (E) !~X, GI ~X, i5" R i p r r / i5" RGP , ; ' IP r ~ / R X. 't(> r ~ R~ 4
INV, IN: 848.61 (N) ~X,GUR6 W~,,,^.,..-J+ ,,,•TOP= S5S.41 INV. OUT= 640.13 - NV, IN= 054.11 (E) / ~ 8 ONTROL
'-y. _ X. GI NV. OUT= 853.x1 ~X - - EX. SDMH .w y~;-t5'' TOP- 855.23 ' C~8`' ° r- ...TOP= 855b5 '"INV. IN= 650,6 6., r s ~ r 874 7 ~ 87,E ENE I. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
! ~ ' F)56 NV. OUT= 850.60 ~ r „ , INV. !N: 641.'10 (N) 4" P ^ R r ~ ~ 87O \ 1 m , . f - o ~ 64
rn z RG GP APp, LOG. I " NV, IN= 84q.40 (E) Ex. l5 , ~ p R/g 2 la1P INV. OUT- 841.5q ~ ' r , } ' . ~ i ~ ' • DI x33 ) 2. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS I U~ y TAT ' / BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL GON R G OR
%9 e00/y X6„76, ' .8 r? ~r~L'M~ - I . ry c LAKE } 10 h } ~ Q•7 I ~ PRIOR TO GROUND BREAKING. 8 7.
s ~ . RGP _ " ~ • ~ 66,0 ENC7 ~k, G \ ~ Z~ / ~ / ~ ~ ~ B 1.54 r' ql X51 ° • ~ 15 , } ~ ~ r } ~ r ~ • • I15~„R p„_„1 , . . • p ~ I 3. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH
G+F G , I~ r ~ - R~ w R uNj r .68.0 / s r f ~ 6 6.DI v.. ~ r f 67,g 1 vl x3o ~ I , THE N.G. ER0510N AND SEDIMENT CONTROL PLANNING AND DESIGN .ti MANUAL.
r i ~ ~ ~
1 47x1 • r ~ ~ r ~ , g ~ ~ ` `4 f ' M._ . ' _ ~ J 4, PERMANENT GUT AND FILL SLC?PE5 PLACED ON A SUITABLE L, p . 1
tD r TYPE 5Tp 'r'~.,. - m ~ ~ r / FOUNDATION SHOULD BE GONSTRUGTED AT 3H:IV (HORIZONTAL TO -t
r' , ~ . I I N T N THE PLANS. Sl1Nt~pp . , ~v ' VERTICAL) OR FLATTER, UNLE55 OTHERW SE 0 ED O x M)~ \ ~ ~ J ---24 .UNIT , ~ ~ F- r ~ > 1
6.8A'~`"' 86" 4 d• ~ n ...gut r • m --,24 ~ . 6- ~U 7, Sg 157 / r ~ ~ x •y •N'r ' ~ TLGP ~ .r i ' ' 5. IF FILL MATERIAL 15 BROUGHT ONTO THE PROPERTY OR IF WASTE ' i A ~.O
0( s ~ _ k . . ~ , {tG ql 58.5 . / U ; , b-3 ~ ~ ~ ua I ,OIOM ~ ~ m m ~ ~ MATERIAL 15 HAULED FROM THE PROPERTY THEN A LAND DISTURBING ! ~ ~ ~ ..k ~ C9- ~ w U.. I
z r. ~ ~ r!._ _~J ' ~ ~ ~ 4' it 68,0 r~~E - PLAN AND PERMIT 15 REQUIRED FOR ALL OFF-51TE BORROW AND/OR 868.1- , Y ..m_...__. ~ ; ~ ~ I c9-_... 1 ~ w I ~ SPOIL AREAS. 3j
~ ( r 11 l , ~ c0 in I / r ~ 6.0 6B,p I P T H WN IN ROAD 51=GTIONS ARE FiN SHED ~`0'~~tP
10 • ~ , ' lj 4. _ ,•>rca 64,6 , \ ~ . 6. THE PRO 05ED GON OURS 5 O V IGINIT'~ . P ~ r 15.0, ~ I _ ~ - , o , ~ r ELEVATIONS INCLUDING ASPHALT. REFER TO THE PA MENT Not to Scq e rY MAP > SGale
„ ~ ~ / ( ~ 63.1 ~ ~ ' ~ j j ?66.7:,'x' , ~ ~ ~ r- i I ~ 69,5 ~ ' r ~i^'i - ~ ~ 1 0 ~ ~ x2531 EASrGHESTER DRIVE R T 5U -BA5E OR :66.7:, „ , , Q••-.,_. ~ r GR055-SECTION DATA TO ESTA$1..15H GO REG B
; ~ x ~ ~ L ~7D.7 ~ I .a-, I A API A I N T E COMPLETED UNDER THIS E~ LL G ON AGGREGATE BASE COURSE ELEV T 0 5 0 B %s;`~~ ' ' ~ Q 65.7 ~ ~ I X34 I r 1 ' >3. coNTRACT. N LoT ~ PB a~ I a N
. r.. ~ ~ I ~ 1 ~ WHIT MI R AD • •r ~ ~ ~ ~ ~ ! St! t i A bb ~ ~ , , . ~ r. , n ~ ~ ~ r 67.s I ~ I ~ \I TAX MAP 408 BLDGK 3 LOT 33 _5 ARE FOR _
2220 E5 LL 0 ~ Q; 7~~J / j 1 ~f`I; L._.. ~ ~ ~ r.;,.~ i i f 64.7 KENNIE J. TERRY • : t. . 'f•. ~~r. ~ . ~ 1 s r,:• ~ ~ ~ 65.4 ~ ~ ~ ~ ~ ~ ~ ~ . I f 14. PROP05>~D RETAINING WALLS ARE FOR 7~•D 1. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL 5LOPE5 d`S`i~ c9 .S 67.2 I ? i ~ } ' ILLUSTRATION PURP05E5 ONLY DEPICTING C DEPICTING CHANGE IN
DB 2-f 5l PG 503 1. t. ~ ``,:,•~f l Ga a~ ` ~ 6$•i I { i - / OR OTHER GRADING REQUIREM)nP1T5. RI ~ \ ~ { ~I GRADE REQUIREMENTS. GPT ENGINES NG 1 ~ I 1;,.~ u;,,, 6~ _ ~ 7a,3 SURVEYING, INC. IS NOT RE5PON51BLE FOR f NGINEERING AND
TAX MAP 4 8 BLOGK 3 LOT 30 •a'• ' ' ,,rye ~ I~ ~ ~ \ I , ~ a 35. V ~ .Yp ~ 3.6 . , . J ,.,.y... S• . ~ OC 64,4 \ 4.6 ; it ~ ; , i + 67.3 ~Y`~- 7~'3 \ ~ 8. ANY GRADING BEYOND THE LIMITS OF GONSTRllGTION SHOWN IS ~ ' ~ ~ I 1 ~ 68,4 ~ WALL DESIGNS. N5IE3LE FOR RETAINING tW N
.4. 1 ' W . r. F- ~4 ~ 4 _ \ ~`Fi56 r' I I i ~ be V ( SUBJECT TO A FINE. , ~ ~
~ ~ ~ ' ,5 r........ ~ ~ _ ~ .6 g x35 \ I J 15. GONSTRUGTIDN AGTIVITIE~a DISTURE ~ ° n ~ ~ q, STABILIZATION IS THE BEST FORM OF ER0510N CONTROL. IE5 D15TURBINC7 FIVE 55UE0 A NPDE5 z
~ , ` ~roaY l ~ :.fir . , ti ~ b7 . 0 ~ ~ 07 I \ I A Y T A HI VE ERD510N CONTROL OR MORE ACRES WILL BE ISSUED A Nl ~ ...7 ~ ,p ~ r TEMPORARY SEEDING S NECE55 R O G E . ~ ` ~ t 67.2 ~ ~ ~ V I \ ON DENUDED AREAS AND ESPECIALLY WHEN THE GONSTRUGTION STORM WATER DISCHARGE PERMIT AS \ ~ x . , I PERMIT A5 REOUIRED V
1 PE mss, / k ~ . , ~ ~ ~ ' 67,2 ~ } A ARE 70 BE SEEDED OR R LEAN WATER ACT. ti . , ~ ! SEQUENCE REQUIRES IT. ALL GR DED SLOPES BY THE FEDE AL C 4ATER ACT. SECTION v
\ ! ~ Y. ~ Y / ~ is ry~ / « ~y, p.~ ~ ~ ~ ~ ~ " I yy//~V !',}~-.I.,71y~///111111yyynnn~~1 ~ . Q ..4 . / Y V L f ~ ~'L I/W ll ~ ' ~ j ~ ' ~ ~ Y F MP ETION OF ANY T P M B ! . ~ _ \ ~ ( LANDSCAPED WITHIN 21 CALENDAR DA 5 0 GO L B OF THIS PERMIT REQUIRES HE ER Q Q r . ry 57ORY . . ~ 8R HG ! ~ PWA5E OF GRADING. PERIODICALLY INSPECT ALL SEDIMENT 5 THE PERMITEE TO Z < L 5EDIMENT AND 7
4 . ~ ~ TY ~A(P h ~ ATID ~ 1 J 1 EROSION CONTROL DEVIGE5 AND TO I ~ ~ ~ , 5 ANI? TO KEEP A
\ ~,y' ~O~.I ~ ~ r L . ~ • `fi'r ~ . ~ i t ~ 10. CONTRACTOR SHALL INSTALL ALL ERQ510N CONTROL MEASURES A5 ,.,JT ~ • I P TI N5. ALL b-I ~ ~ RECORD OF THESE NS EG D ~ - I2- _ . - ~ 1 \ INDICATED PRIOR TO GRADING OPIRATIDNS, NO DEVICE MAY BE f ION5. (ALL RECORD5 < Q i?L
r J ..f . ~..,,/;.1 r7 'mss 4q - 6- ~ ~DK40M•'°- ' ~ I . \ SHALL BE KEPT ON-51TE d AVAILABLE - ~ ~ ry ~ ~ REMOVED UNTIL SITE 15 5TABILIZED. AVAILABLE TO Z V ~
r ~ r. - ~ % , y.. ~r..n ..y.' ' , \ 0 644 ` .'~.Y."' .e'.•• .'r :r• ~tij 121 ~ ~ . ~ ~ \ , EIP ~ \ INSPECTION STAFF) ~6 ~ i 7,q ti 1 ~ Rod ~ v z A z N
~ , >Y,' ~ ^ =~-".~,.""`..r'~- G8 x+16;• Rip ' ~ } GORfd~R \ \ II. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH I ~ ' , P i T GKPILS LOCATIONS SHALL I ~ ~ nl aao~'-.. \ ~ c ` 16. TOP50 L 5 0 ~ ~ \ EXI571NG CONTOURS, 'IONS SHALL BE
f ~ / ~ , , ~s', ~ . . / ~ ~ 862..._...,. ~ p 6 ~ } ~ ~ ~ ~ ~ ~ LOCATED ON-SITE WITHIN TWE ER0510N GOP 6G 8~-ba ¢ 24" ~'GP• 6.7,,,,,E \ 67,2 1 ~ I . ' ` ~ \ \ M A RES. W ~ \ rv ~ . ` ~ \ \ . 12. GRADING MORE THAN I ACRE WITHOUT AN APPROVED ER0510N E 5U EROSION CONTROL
(TI ~ ~ ~i i • ~ r • e °r~ F~ES ~66`~` ~ t:'! ~ C' ~C`...,?- \ r ~5 \ E ONLY • . , ;ti; • / • ~ / , _ ~ ~ 5016 / l fk• i' rr+ ~re.1/ , } a \ \ ~ g65 ' ~ } ~ ~ CONTROL PLAN 15 SUB.~GT D LU m
~ S ~ ~ ~ ~ EXiH o 862 / ~ ~ ° 9 I \
EIP SIP / / «ac / , • r,/ r / ' i c 4~ i ~ ,h! . l'~'~ / / ~ i A,~' r. GL3 #45 ~ 5~5,r~38' W N 83 44'e r - ; / ,~,;~,t= „ ~ \ ~ ,I"15~4 t 5Gt t^"f 6 \ p~~/ a X45 60 cB ~0b . `~i \ 13. ALL DISTANCES ARE HORIZONTAL GROUND. 58 1 / IhlV. IN~ SFi4. ~ ~ 7~~ _ _ I ~ \
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ONLY 4q / ~ , r ~ti: ~ , ~ ~ ~ r ~t\ 'I J 1 J ~ `~4:, t \'>,Y, J~ ,Jln J; r Aa~A,r ~`r\`'r ~ '~y r„ \ ll~ ""f ~ LI 'y , k+"r"x'~j"~~ `Jk '~i y li ( n r ~ <i ,f n I91~G.!'y k.) ~l f ti'i !C~ , I~ 51,.05 OR 6 A1~ (`IYw I \ ` n ' I Ca v vv
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/r---e' t ~ • \ i i' i rev ,f ' x A < . . 7 ~ p, q ~ 'r ~ / ,I~. t r~,~ ~,f..,:+,! rl, ~•y.+~•r..,~-.iti., Y~ r^•~`~~ v ~ V5U 'r\ / k of p ~ i ! v :c , ~ / X i i ...:f, 4.. 1.~..w.. v t v n. ~ ..i^, 'r~-j ~ t; ; N r ~ ,1 r +~p• , . i . .'i . r" I -•.r A~~'' k „ W r''. ~ " . "rn. / d f . 4? ',,.~J'./~.:^, . :?t n' r • / i ~ ' ~ l~R~frf'1 ! •'v ~t ' %l , ~ TREA TA~ININC~ -5 ~ y < r, _L MOTES:
Il / / 'rr ~ !r w r: f. i. J ,i',. x'~' j:V, ~`y v.~v <:r.' i' r ii Y`~: ,i ~3~: ryr. ~ "'r x`~,~ ~ k ,t. f i / ~ "J„ v~ y~ ,a h ''V`4 "f• ~~~WGa,e~• j 1:.ri - IW. k: ?"'`V..'` ~r~3D ~ I I S &8~ L PROPOSED RETAINING WALLS p ~ ~ , ';u 'i GI ~ , , ti ~ ~ is / , Q \ _ ' ~',r~ x61 / i dG Y4ALL5 ARE FOR ~~t~~~tte'ttrt~to,0 PE5 ONLY
~ ~ _ p,/ ,ry ' ~ ~ r i ~ , ` J ~ I LLUSTRATIDN PURP05E5 ONLY y`.:y, w~•: 'rar ~r 1r~Q. Y~ r`tV / / ~V , ~ K' , \ \ / ~ ~ ~ p~' u r DEPICTING GHANr,~E IN GRADE ;~CAPP{® GRADE .•°',S/®°~,y
' I ~ ~ W"... ~ ~ '.i-~ , ~T., ~v~l ~ ~v, ~Y'~ r~" ~ Y' Y ~ ii f ~ 'n^'""*.. , r', I t `v`~~. .5 Y'' k y ti l 't° ' • ( . r`. .~50 ',7 ! f~6 ~~,r '.r ~ ~,'r v yr%~~~ ).f ~ ,y. , Yy~*r+~~;,. / / C s I~ REQUIREMENTS. GPT ENGINEERIN( ~,ts,:C, ~,tii:r`^i~'}'T'~S, .ti,, .u`x,t,r. ~krRy.tM1 ~ U y` \ -NGINEERINCG AND ! Q~C 0,l0
~q ~ , ~~yi n'n / ~ C r 1 i~ •F'tl~i. v ~C r r~' • y• ' f i~ .r IN V .77 / y!v r!(„ ~ ~ ~ / i•. J~,%" y/'~~ .a' r, ~7"^'~~~a W f y ry/ i 'ht~" Y' -T ' > ? ^'r'` 1', r ~ i a!' , ~ .'v~'. . ~'t.' (JCI~ . • k , w ~v , f 0: , . r... -854 ~ , ..,t7~y~ SFr- ~ ~ u IV ~ ".~r s~ ` \ W%.', i { 1 ,N ~ ~vu~' / ~ > ~ SURVEYING'", INC. IS NOT RESPONSI T RE5PON51BLE
. r'' ~.I ~ ' rr X Crf r f ; . . . 'yt ..r Qj56""~ i , . 1 r n ~ i', .n .y, t-' i•-je: z-r'3. ,a- -,t -,1^ /.l' • / a~J/''~ ,,,,.J''" ,f . ~ , ,x , . ,r . ; ~ \ Q~" \ FOR RETAINING WALL DES G 1 ' , ' i i r ' i,, .m i ' :,:~:-1' i r~ / l i'1C '~~!'~~5r ~ r,' ,r ~ ~T/ ~ V A DE516N5. SEAL S 24497
i / , , ~ . ' `'t ti , X Y,' / I' ~ .a, :t ~ 862 .Yip Y!. lli / ' ~ h J i~ r~/ " 1.% . ' Y . , k ~ ~ ,4 'f z , ~ • --6864 ,„.~--'~'^-~•,a 06~ men
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1 ~ ? . r • ~ .......~:q ; ~ , ~ s~-6~`ia ` ° 6'1.6 Q~ Q , ~ ~ ,h` ,h'am` rY " ` ~ 'o ~ ~ R I'ARKINGI AREA I ~ ~ / ~ ' ~j / '4, ~ / _ f /
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GEORGE KA~P 1 ( l ~ ! ; Jc~ ~ ` ° 615 ?,r
PB. ~I PAGE ~O 1 ~ l ~ / j a -~~~',>3~~ W D~ U, ~,k Ys ? • % ,r
I 1 '1'• ti ~o~'"a .~h 868 /j / ~ _ • ~
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1 ~ 1 1 ~ 3, _ 67S r ' / J r .q ~ ! , ~ ~ J~ 1 ; I s VEf~ETATIC>r1 pEC~INNIP kTION BEGINNIN& AT
~ J ~ pG , , , / ~ ~ a fi~ THE OUTER EDC~I^ OF Z r34 ~ ~ / ~ ~ G W Yf'~y ,n ~~~f'%` AND EXTENDIPIG LANDf \ , ` G S ' ~ ~ rr; ~r WAY p fER EDGE OF ZONE I TENDING LANDWARD A T-
180-283-OD~I ~D02 - ~ v ~ ` , r ~ ~ ~ , ~ } \ / l r '.•;'r; r ) W ~~v ~ EXC•~TION5 PMJST 8E 0 _ / . r Ex fC~G MARKER z,. ~?;'r,~;~ W Y THE 1 OF 20 FEET. 'IONS NU5T BE EL
~r ~ A \ I ~ A ~ t ~ a ~ ~ / RIGMARD ~URMA>~l5 I , \ ~ , . a a / . r F j,",.• - {•:t~;~,,.> ti~x.,,,".Y, WATERSHED REVIEN4 VED B Y THE „ tu 'TED REVIEW
~ ~ l I I 6 \ Lam' " ~ ~ m, ~ I 5.n _ i a~ 1 PB, 42, PAGE P 5 \ \ I ~ ~ \ 6 ~ I ~ Z / ~ \ ~ / ~ ~ ,G ,r~ , 'r x~~ C COMMITTEE (wRG) PER y k , ~ .,~s. / TEE (WRG) PER SEG
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! \ t 6 i i f/I f I ~x IS" R p 7 PLp AN UNDISTURBED E , ,I / r c W a W TRA\ T AREA 0_ VEGETATION EXTE. UNDISTL REED AREA OF LU f O
67/ I - a- / bg 6g / ~jA. ~ ry Q Q ` EX 5DMH / / w W r ' rr :IL w Q- ~~4 C ; MINIMUM OF 30 FE ~ \ TOP= 883.44 r r x~ 5ETATION EXTENDING A JMUM OF 30 FEET FROM
I • ~kINT/CAR f'VASH ~ i J / p hab a. , THE rap aF BANK I el INV. 1N 2315.48 ZONED GU 60-H (06-46) HIGH WATER LEVEI , i INV, OUT= 812,64 W W / Y-" V HATER BODIES. r TOP Of: BANK OR MEAN H KATE R LEVEL OF OTHER
1 / G 1. ,L ` GB X16 I 1 -Z- I Bp Q \ l s 6 NG ; 6 , .9 k (FI5 I&I F& (05) 1 Q \ r 0 ~y. ,'var. TER BODIES.
~ ~dl ~ •9. ~T / a / l~ ry0 TOP= 882.66 M~1 F-'1 INV. CXJ 5-7-1h& QI / i W W + ~
1 0 1Y :.,Q m $ < QT t - 7-, u . > 11.9 l / FER'A M ( ~ \ vEGErATIVE BU ER BUFFER
~ \ Y~ / 1 t o / 1 1 N W ' 50 5O MEASURED FROM THE r 1 ~9" / r r ~.o FROM THE
R . +q f r rsr a m W w w LIMITS ZONE 2 IIIc 401' . ~ \ V SHALL HAVE NO IMPERVIOUS a . r ,a \ - C : ~ SuZFAGE AREA EIP d I MPPERU ERVIOUS E < JU)
9 \ b ~aoII Qp '2 T~}2Y I n 6 - - r r' t` ROOM) 'A'!,'~ W W / r ~G f
/ b ..t TYPE B (al1N pqj~ c j a \ r 68 r~ \ 4 UNNTS-- 11 p 04 IV g X
is V / 6 • b-2 BEDROOM ro 8-1 BE Pvc
S 25 r l / / / tg 8 h \ ~ 7.~J a ~ 1 ~g~ / ~ DI I 2 6R f~G ~ ~A / V 4~fu
10412
W r / / \ 11.9 a ?I.4_ r N o . '7 PERENNIAL STREAM
---iY70 8 a24 / / H1614 DENSITY DEVELOPWNT
J } lc~ o EIP k / Not to scale
- 11 ' GG Private Water, 5ewer and Storm stems All an-site utilities shall be constructed o the City of Hi Point High Point
41 ~ . , a High standards. However, ail utilities not located within a public easemf Vic easement or PROJECT AVVRB9, o the water, (LOT H) 25141 ]EASTCMSTER M
N 4.7" yy ~ \ public right-oF-way shall be private with maintenance to the water sewer, and storm systems provided by the owners association or r~ ONNEWPEVELOPER: ociation or MW 180002$30000100001
S76 I property owner(s).
BLUE RIDGE COMPANIES, INC. ~ \ eTe. ea ex ce TOP= e7a.01 5826 SAMET DRIVE, SUITE 105 (LOT Y) 2513 EASTWESTER OR PIN* 160002650000100010
803 - - _ a / INV. OUT= 815.22 Adequate Drainage for Builds fads (standard note) / EIP / HIGH PAINT, W_, (X) 21265 te) noge from the SCALE: I it = 60'
G cv All new construction sites shall provide adequate drainage from t NIP CONTACT: JIM 6RDICH t /c`s s" building Foundation. For residential construction the (grade shall sic )de shall slope a
THE GRANTOR, IN RECORDING TH15 PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF HIGH POINT AND IT5 SUCCE550R5 m AND A5516145 A BLANKET UTILITY EASEMENT FOR THE PURP05E OF INGRE55 AND EGRE55 TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, / r ex ce PHONE: [phone] minimum of 6 Inches within the first IQ feet from the foundation as • a / ~ . ~ / mdotion os loge shall also be DATE: 12/20/062
41 Q PATROL, INSPECT, SERVICE, REPAIR, REMOVE AND RECON5TRUCT, UPON, ALONG, AGRO55, AND UNDER SAID PROPERTY FOR PURP05E 4) OF MAINTAINING ELECTRIC LINE5, TOGETHER WITH ALL RIGHTS AND PRIVILEGES NECE55ARY FOR CONVENIENCE OF FULL ENJOYMENT 11,40 TOP= 818.85 FAX; [phone] ode. Adequate drains shall a 1 our= 515,88 referenced in NC_. State Building G 9a ?ob - Q provided for new commercial construction in compliance with the e with the NO
IL OF U5E OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR RIGHTS AND PRIVILEGE5 HEREIN GRANTED. 0 ~ / ry s State Building Code. N~~EM
THIS EASEMENT IT5ELF 6ON515T5 OF 5 FEET EXTENDING TO EITHER SIDE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF Q r THE PROPERTY GRANTOR COVENANTS AND AGREE5 NOT TO CONSTRUCT ANY 5TRUGTURE OR PLACE ANY PAVING OR PLANTIN65 \ EIP - ( / IN RING 4 SURVEYING INC. tterin standard nc CPT EN6 EE (Y) Replacement of sidewalks and curb and t~ g Standard note) PROJECT: 424.04
!L (OTHER lLiAN SMALL DECORATIVE PLANTINGS) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EA5EMENT HEREBY GRANTED, WITH T CI APPROVAL; AND THE CITY 5HALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RE5TORE ANY SUCH STRUCTURE5 OR 4400 TYNING STREET 1) A unused curb a enin s/drivew s will be closed with stondor Iith standard curb .d streets the DRAWN BY : T6L
t- OTHE IMPR VEMENTS DAMAGED, DE5TROYED, OR REMOVED BY GRANTEE IN SERVICING, MAINTAINING, REPAIRING, OR REPLACIN6 ALL. ON-51TE UTILITIES 5HALL BE 6ON5TRUGTED TO RUGTED TO THE CITY O NC 21265 oved streets tl F HIGH POINT, and gutter on curb and gutter streets. On ribbon p UTILITIES NOT LOCATED CONTACT: 5Ti"VE i~B6 driveway and any pipe shall be removed. -r m
sucH rILITIE . HIGH POINT 5TANDARD5. HOWEVER, ALL UTIL.ITIE5 N a ~ WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OF-W ' PHONE: [phone] EXT. 310 2) Damage to existing sidewalk Shall be repaired to meet current 2161-IT-OF-WAY SHALL BE / / neet current City
PRIVATE WITH MAINTENANCE TO THE WATER, SEWER TAR SRWWR AND STORM / SHEET
SYSTEMS PROVIDED BY THE PROPERTY OWNER(S). OWNER: UE IDGE COMPANIES, INC. DATE: OWNER(S). FAX: [phone]'180 sidewalk standards. / / /
d / /

~ v. / r " ~ INV. al~c X114-2~1-, '
Tom' SILT ~ s ° ~ r ~ INV. IN= 861,63 (E) ~R0 OP- 818.08 '
7,,,,, / INV. OUT= 6b1 'r~' r r INY. UUT- 874.84 T GLUE
I GI'~~ W117~'VI~ ~ri`I I' I'~T1I~V1. 7DF'= 666,04 ~ 7 ~ p r, r tN` 1NV.OU7 ..'"'r GI 1. POW REVISIONS 04/oq/01
60 0 30 60 120 240 ~X. f " 7qP= 81,22 p I ~ NAI INV. OUT= 61532 G rtlat, WIFE
r w~ ~ M w X. YI DIP ~ ~ ~ 1^~i!'ft~ MI
~j ~ ~,QC„ ti2 „r,..-~-~'° ~p w 1 EX. a0U GE GI TC7P= 812.18 / / EX. GI ~DG,12 STOP= 8b5.55 NY. IN= 66"!.63 (E x. f3 ° 7pP= 68035 t I
V ~ P~ ..rTQF ~ ~ P V IN FEET L ~ INv P~'~ ~..~7DF'= 665,28 ItdV, IN= 660.5"1 (E) , NV. OU7= 861.'73 " ~ y / 11 -~'"'yf INV: 1N= F56LD1 (N ~ INV. T= 86 .5 rA" INV. 1N~ 613. (5)
} IL ~ ~x. >7ou~LE cl ~ YAR,t~ Nv c - 6Q ft, To ass.o 1 h ~ ~ D 0 INV. OUT= 813,11 ~ NV, IN= 660:~D y- I ,.J r' NV. OU7= 66x.21 ' EX.1~' ~ &F' ~ ° ~
INV. IN= 4 .(5 u~VIG / NV. n{ INV. IN= 64q.10 (EI ~ SX. ~ Q 41 24 I a r I r5" RGP 1 ~ R R C:a
1 INV. IN= 048.41 M) ~X, GUt~ w A,_,,.-~ ,,,.Tf?P= 056,41 _ INV. IN= 054.11 (E) W , ' ECM.- i ~ ~P
INV, OUT= 640,13 r., r , 65 ~ ~ 6a~ ~ x. GI Nv, OUT= 553,81 ~ - EX, SpMH X-' TOP= 855,23 ° G74 7G " ' 6~RNER -"""`87 ~ I. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FiN15HED GRADES.
Upg ...TOP- 555.65 '1NV. IN= 650,6 ~ "','556 _ , . ` INV, IN= 047,'lO (N) r.. NV. CX17'= 05O.bo . ; r , O r A' I ~ , y `
AP NV, IN= 04q.4O Tl1 24" RGP ~ - - 1 ' al ~9 ) 2. ALL ELEVATIONS ARC IN REFERENCE TO THE SUR~JEYORa ~ ~ ~ I ~ ~ 1. r r
~ ~ja 12 17(P ~ INV. OUT= 047,5q / r "``.,~n1 _ ~ I ~ y ~ ~ i BENGHMARk WHICH MI.~T BE VERIFIED BY THE GENERAL CONTRACTOR ~ y L~K~ 0~2 ~ ti ~ I ~ / ( h ~ PRIOR TO GROUND BREAKING. I „ ~ ~ ~
SKO ~ ~ ~ ro - - k
END ~x, C ro r ~ ~s GE6 ~,;9 8 aSA t / pl ~I 1 • .115~R~ ~ ,~r ! I ~ I N NTR M A ALL BE IN ACCORDANCE WITH IaS~RC~ " I ? r I 3. ALL ERO50 GO OL E SURFS SH I ! DI a5a ~ I ~ THE N.G. EROSION AND SEDIMENT CONTROL PLANNING AND DE51GN
NIP ,..r, --5DM ~ 3 ~ I I 1 ' 1 1: I MANUAL.
EIR ~ ~ . ~ ~ f ~ ,t, s ` t"' ~ I ~ ~ : \ 1 ~ ~ I ~ / ~ 2 ~ I I
. ' 111 .•.+r ~ / 'i p ~ ?,J ti 4. PERMANENT GUT AND FILL SLOPES PLACED ON A 5U TABLE . / ; STpE~ ~ ( <; = r G~NSTRIlGTION ~~~I~E FOUNDATION SHOULD BE CONSTRUCTED AT 3H:IV (HORIZONTAL TO
0~ ~ ~ ' , ~ r~ P~' ,q ~ ~I ~ ~ ~ ~ ~ NTH P y i ti ;;hpp ~ `4 ;ry VERTICAL) OR FLATTER, UNLE55 OTHERWISE NOTED O E LAMS. hI G~S~ ~ ~
~ / ~ ~ , ~ ~1'l ~J'I ~ wx r N GQ r , 6E17~(~ ~ \ 111 ~ ~i ~ ' r . IF FILL MATERIAL 15 BROUGHT ONTO THE PROPERTY OR IF WASTE
r , ~ s ,7 ` b-3 ~ r N a 1> 1 OaM m m I~ t MATERIAL IS MAULED FROM THE PROPERLY, THEN THE ER0510N
~ ~ - 1L l I w ~w Y w 9i RG pl 6 / ' o Q r __gW 1 ~ 1~~~ r. O ~ / w ~ S ~ I / / BCC,. ~ ~ ~ = I CONTROL INSPECTOR MUST BE MADE AWARE OF THIS INFORMATION. - .a r 1 ~ ~ ~ ~i
~ ! "md / Y ~ x I w ' r. a ~ Z l I I" ~ ~ ' ~ ~ ( ! 6. THE PROPOSED CONTOURS SHOWN IN ROAD S1CTIONS ARE FINISHED r ~ \ ~
0. ~.Q x I C4 r „V Y ~ Y ~ ~ I /1 r'~ \ ~ " r / ~ tOr ~ ; ~ C ~ " w r I~ "r r / ~ I ~ I T P M T I~ ~ ELEVATIONS INCLUDING ASPHAL . REFER TO THE AVE EN VICINITY NIAP -rY MAP
Q. ~ r . ~ i w ' . - GROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR Not to SGale ' ~ ~ I,.' X2531 EA6TGHESTER DRIVE A GATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THiS GGRE o Scale
w / Y , 1 / t ry a ~ N ~ ~ ~ 1 r~;~r~ r( ~ z J r ~ ~ BILL. AGAPION C,ON7RAGT.
I ~ : ~ ~ > I LaT PB a~, P6 lox N 'fZI~GTI~N (11~' I +n ^ ~ ~ I x vI ~ I ~ i ~ ~ z I TAX MAP ~D8 $LOGK 3 LOT 33 7, LIMITS OF CLEARING SHOWN ARE BASED ON GUT AND FILL SLOPES
X2220 WHITES MILL ROAD ! w J ( d' ~ l 5 i / ....1 h ! ~ 1 i ss-..-,,, 1 Qt a~'V ,,,~4".~ w~ f ~ti ( 1 I r:, t z I . se ~y ~ " " ~ , I ( 14. PROPOSED RETAINING WALLS ARE FOR °s " ~ i 1 ~ I ~ R THER GRADING REQUIREMENTS. .L5 ARE FOR t...
K~NNI~ J. TARRY /w w / I ~ ~ / ~ f ; ~ .1y,ti ~ ~ ~ r , , ± ~ry ''nn ~ 1 • J P I J f DB 2~5~1 P6 503 Y ~ W ~ Gg q5 ~'w--s~--_. " t4' I + ~ V ILLUaTRATION Pt~,PO5E5 ONLY DEPIGTINC~ ~ ~ ~ ; ~ ~ GRADE REQUIREMENTS. GPT ENGINEERING DEPICTING CHANGE IN V -=NGINEERINC7 AND U) (4
' „ Y r ;.t ' \ ~ , / W ~ ~ TAX MAP 4OS BL.OGK 3 LOT 30 . Y ~ ~ ~ 1 . + I 8. ANY GRADING BEYOND THE LIMITS OF GON5IRUGTION SHOWN IS ' i ~ _ -t4 ' l SURVEYING, LNG. 15 NOT RESPON5IBLE FOR ~ I ~ I ~".t ~;3 . I , ~ ~ „ SUBJECT TO A FINE. 7N51BLE FOR RETAINING N 0
cc 1 ~ Y/ I Yw. / ` s y~ ~M!N.r ~ ~ ~ t~.''; ' I ; ! 1 I WALL DESIGNS. gCa4' ~ i r ~ J~f ~ J l' Z t-- N
.x ~ ro e ~ ,r Y r{ IQ n ~ , 1 ~ . \ 1 Q. STABILIZATION 15 THE BEST FORM OF EROSION CONTROL. , _ ~ ~ a~~ ~ I I~ 15. CONSTRUCTION ACTIVITIES ]715TURI ~ ) TEMPORARY SEEDING 15 NECESSARY TO ACHIEVE ER0510N CONTROL _ 1 TIES 015TURBING FIVE m
tl+' ~ . \ Y ~ w Y~ ti~ ~ ' \ C9 ~ - I \ P IA Y WH N THE CONSTRUCTION OR MORE AGRE5 WILL E3E ISSUED A P c9 I ON DENUDED AREAS AND ES EG LL E I 155UED A NPDE5 z
~ /Wy Y ; ; 3~ STORY ~ ~ ~ s . _ 1 ~ SCI ~ / r ~ / / ~ „ TYP , ~ / / ~ 'V Y t w ' A (PATb ~ s ' _ 'a3 l ~ ! SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR STORM WATER DISCHARGE PERMIT AG ~ . ~ _ ~ 1 i LANDaGAPED WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY BY THE FEDERAL, GLEAN WATER ACT, PERMIT A5 REQUIRED Q V WATER ACT. SECTION
4 I \ .,I l . / • ` _ HG ; ~ I ~ q ~ 1 / ) ' . PHA5E OF GRADING. B OF TH15 PErRMfT REQUIRES THE PERt, 0 U- '5 THE PERMITEE TO z <
/ v i w v RW~. r ~ i - ~ wErn~r~wrro ~ • . ~ _ ~ ~M Y 4 ~ 3- TOR _ 3 aR I ~ 1 1 PERIODICALLY INSP[rGT ALL SEDIMEN" pE ~1 ~ l ~ ~ =~r.: ~ ATE N NTR DEVICES AND TO _L SEDIMENT AND 1
x r ~ Y / pVIS? aL YJ . `~P ~ M' ~V 1 r . \ ~ z3~~~ a~ ~ ~ ~ ~ ~ , . / 1 10. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES A5 ~ uNfr ~ \ 1 1 INDICATED PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE ~xx. I ~ RECORD OF THESE INSPECTIONS. (ALL 6-I ~ 1 \ =5 AND TO KEEP A - X TION5. (ALL REGORDS < Q 4L
I c ~2-~ : ,.I.. REMOVED UNTIL SITE IS STAB L ZED. w. - 6-3 ~~M~~- ! I . ~ SHALL E3E KEPT ON-SITE ~ AVAILABLE AVAILABLE TO
- ~ _.w._ 1 1 ' I \ INSPECTION STAFF) ~ '~~~.86-1 ~ ~ ~ \ Elp 1 II. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
r - a~--.~.~ 4 RGp ~ ~ -~.T~I'' SILT T I:NGE ('T'~'r'') l GARNER 1 ~ \ EXISTING CONTOURS. of a4o ~ ~ I a• ~ ~ \ {6. TOPSOIL 5TOGKPILE LOCATIONS SHALL TION5 SHALL BE / Q
r • ~ • ° . 864 ~ ` GB X46!.:. \ , l / , r P ~ a 862._._ r ~ ~ l ,r / ~ ; ~ 8b0 ~ ~ \ \ ~ ~ I A IN M THAN 1 ACRE WITHOUT AN APPROVED EROSION LOCATED ON-51TE WITHIN THE ER0510N G01 ~ 4° \ ~ I ~ 2. GR D G ORE ER05ION CONTROL 0
y , J • r / f ' / r" i , \ = TEMP pITGN LINE . ' 6 "b Rrp- _ 1 ~ ~ \ MEASURES. \ v~ U CONTROL PLAN 15 SUBJECT TO A FINE. Lu ~ m
~ / ~"t;r.'• /rte., ;'r•.('%',,~ji?%~ A ; ' , r „G; I ly 23,26 ; ~?,t- ~,,,.r..rti~ Yv , r'~, ~ ~ r ~ E N z
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~ 5S 38 83 44 P ~ ~ i / ,~r<<, ti, , ~ ' ~ .J.~Er'TH~ I'3 ~ ` / / / ,I't'~4 3 ~p ~T ' ~ ,c,i ~ 6 \ 'Q'C~.q ~ (TI Elf' / % :(x X~%,`l ~'L'\r1.T ~ t`'~:~r ,J~~ef~! `,.L ! „a' ~.w±/~~{'`< `h r 1 r f . ~r r ri jr % 4 EON ~G. rY.r -'y"' ~Y .aV i x, ~t y *r . 7 c y y~'~; r , ~r- r ; r' 'e 58 1 / INV. i \ \ 7~, I 1 \ 6 \ ~ I I INV. oUr; X4.5 - 1 ~ I~ 1 l i
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PB. 42, PAGE 85 ~ ti I I ~ ? ~ ~ ; 6Y r ~ / , , i 1 ~ x_z
t ~ 0 ~ " ~ ~ ~ TOP C?F BANK G n~ ~TRFAM / ~ ~ N 1 i ~ n. ~ ~ ~ _ . _ ~ / ~ ~ ~~a , r r•,.. ti / - ~ ` / ~ ' TC~1' GONSTI~lGTION ~IiVTh~ANGE c, V _
ZONE 2 ` I I \ tff2V \ 'r r 7. r r
UNDISTURBED AREA OF \ I 4 r,? . 36 RGP I VEGETATION BEGINNING AT \ \ D. #2pti f I rr',.r rl I f, \ A;" II i4loo 11 r v' / I Von
THE OUTER EDGE OF ZONE I 1 \ ~6~ S i/ w i AND EXTENDING LANDWARD TR-A6T AREA ~ ~ `I r 00 /1 ~ Fx ?a FLOW / RcP Uj
Z 0 W MINIMUM OF 20 FEET, W + x, W /1 a TEMP INLET PTEGTI4 W ! EXCEPTIONS MUST BE EX 5DMH .4841 ACMES 1:. 2 P= , ~1 TO 863.44
r W h w , f APPROVED BY THE . ,alr AGAR Wa5H , WATERSHED REVIEW ~ C4 ~ j !r•,, ~ ~t ~ ! ! ' s 1 ZONED GU -H (06-06) ~ INV. IN= e05.48
COMMITTEE (YRC) PER SEC - s r ~ " / GB ib f i/ / Elk' # I L>r !!J Q` NV INV. OUT= 512.64 EIP GB
~0/ W / w y 1 ~,hQ ! '(nQ f ; / / 44 r Q r n \ / - y L r TOP= 882.66 INV. (Xl7- 8'17.66 (s) ND
r . G w W ~ V I r <..~^"rC w' v.. uj 5Q ~ 3:
1. , 1 I ~t6 U anM , L' ~w w :r5. f Q /
6 AN UNDISTURBED AREA OF . S 1 ,I y , w VEGETATION EXTENDINCA A pl q C ..8 t \
9 W w G i w MINIMUM OF 30 FEET FROM 1 2 V / EIP J cl) XU-1
H y ! 1 THE TOP OF BANK OR MEAN \ ` - f Y 7 I I(~00 w 1 -TYPE 8. . s„ HIGH WATER LEVEL OF OTHER - W W~ r' };4; W W r ~ . ~ WATER BODIES. A BEPROOM
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w ..•..:^,I r. w w / r j / \ ~ ,n(.~ ^ "'Wrw~ VM1 i"AIIVJ:~'... /v (7 / ~ TEMP LINER - ~ / DI X12 4 Q
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I:• : 1.. ;1 s,6 ~ f • N, EIP /
/ w W W N©R Mp f~ . r jr V / 1 Y w w VEGETATIVE BUFFER ~R/CAN TOPSOIL STOCKPILE AREA
50' MEA5URED FROM THE C7R~ $O LIMITS OF ZONE 2 WHICH N UNbl9 - GG Private Water Sewer, nd 5torm tem5 D III 3 / All on-site utilities shall be constructed to the City of High Point High point
W ~ r' I' ; : w W SHALL HAVE NO IMPERVIOU5$' 0 b$Ufi SURFACE AREA X TREELIKE I- .064.2 standards. However, all utilities not located within a public cosem vbiic easement or PRO.EGT ADVRESS: to the water, (LOT H) 251q EASTCMSTER DR
public right-oF-way shall be private with maintenance to the Ovate s;~afi sewer, and storm systems provided the owners association or 9ociation or MN* IWW2830000100001
PERENNIAL 5TREAM TEMP SILT IFENCE (TY'P)- 5760 ;ICE nWhl ~'1/~L4R. property owner(s). (LOT Y) 2513 EASTOC-STER DR
o~ ~ DEN51TY DEVELOPMENT HIGH DE Boy ,e, BLUE RIDGE COMPANIES, INC. 1 Ex cs \ R TOP= 0'79.0'7 5826 SAMET DRIVE, SUITE 105 PIN* 18000285CX~C?O"ICa001O
0 Not to Scale EIP INV. OUT= 81512 HIGH POINT, W_, 71265 (X) Adequate Drainage for Building Pads (standard note) ate) inoge from the SCALE:
G : ry NIR JIM 6RDIGH All new construction sites shall provide adequate drainage from CONTACT: building Foundation. For residential construction the grade shall 51 ! r, r ode shall slope a
d THE GRANTOR, IN RECORDING THIS PLAT, DOES HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF HIGH POINT AND ITS 5U0GE%OR5 AND A55ION5 A BLANKET UTILITY EASEMENT FOR THE PURP05E OF IN6RE55 AND EGRESS TO ERECT, GON5TRiGT, OPERATE, MAINTAIN, ! a cA PHONE: [phone] inches within the first 10 feet from the foundation 415 t~ C13 TOP= Suss FAX: 336 ) 8841-15p1 minimum of 6 1W ours 5-15.85 referenced in NC, State Building Cade. Adequate drainage shall c ,undation as noge shall also be DATE: 12/20/06
Q PATROL, INSPECT, 5ERVIGE, REPAIR, REMOVE, AND RECONSTRUCT, UPON, ALONG, ACROSS, AND UNDER SAID PROPERTY FOR PURP05E OF MAiNTAfNiN6 ELECTRIC LINES, TOGETHER WITH ALL RIGHTS AND PRIVILEGES NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT ?GbgS! for new commercial construction in compliance with the I / provided ;e with the NO
0 OF USE OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR RIGHT5 AND PRIVILEGES HEREIN GRANTED. F' ~C7 Gode. tA ! ~ _ ~ ! !
THIS EASEMENT ITSELF CONSISTS OF 5 FEET EXTENDING TO EITHER SIDE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF THE PROPERTY GRANTOR COVENANTS AND AGREES NOT TO CONSTRUCT ANY 5TRUGTURE OR PLACE ANY PAVING OR PLANTIN155 EIP State Building CPT EWSINEERIN6 & SURVEYiNc5, INC. (Y) Replacement of sidewalks and curb and guttering (standard no (standard note) PROJECT: 424.04
u (OTHER T SMALL DECORATIVE PLANTING5) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HEREBY GRANTED, WITHOUT GI APPROVAL; AND THE CITY 5HALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RESTORE ANY SUCH STRUCTURES OR \ r / Stith standard curb
r OTHER MPR VEMENTS DAMAGED, DESTROYED, OR REMOVED BY GRANTEE IN 5ERVI0IN6, MAINTAINING, REPAIRING, OR REPLACING ALL ON-51TE UTILITIES SHALL BE 6ON5TRUGTED TC rRUGTED TO THE 4400 TYNIN6 STREET I) An unused curb openings/driveways wlll be closed with 5tandor / HI6H POINT, NG 2 . UTILITIES NOT LOCATED 11265 and gutter on curb and gutter Streets. On ribbon paved streets i shall be removed. ~ • / CONTACT; STEVE V~BB driveway and any pipe ~,-d streets the DRAWN B`( T6L
M HIGH POINT STANDARDS, HOWEVER, ALL UTILITIES P 0 5UGH ILITI O N WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OF-V RIGHT-OF-WAY CITY 5HA55 of BE a r PHONE: [phone] EXT. 510 2) Damage to existing Sidewalk shall be repaired to meet currer meet current City
• D PRIVATE WITH MAINTENANCE TO THE WATER, 5EWEf l / ~ ON J SEWER AND STORM / FAX: [phone]o sidewalk standards. ~ SHEET
5Y5TEM5 PROVIDED BY THE PROPERTY OWNER(5). OWNER. LUE IDLE GOMPANIE5, ING. DATE:
d / / /
- - - - - - - -

EX. GI °"'1
tom. i TOP= 8~16.Q3 • i ~ INV. IN= Sb'I.b3 (E) ( 5kt:~T GL.UB i"' VISIO 15
AL S C PKI ~ A 'I`mo' S1Lfi i~:NG~ CI'YP) - - - - / INV OUT- 8b7 RIN EX. Gi pvG ~ t""P~-~" I. THE ERD510N CONTROL fNSPEGTOR GAN BE REACHED AT ENGINES G IN
~ ~GH~L~U E M~I~IT~N~4NG roP= 666.04 Ih~iITS al' ° INV. our,,;, ~ / SERVICE5 AT 336-883-3184.
ALL. BE GHEGKED FOR STABILITY ao 0 30 60 1zo 240 I J ALL ER0510N AND SEDIMENT GDNTROL PRAGTIGES SH e - ---GUNaTRUGTIdN/~'ENUDk'"1~~ e~;, , ER0510N CONTROL DEVICES ARE TO BE INSTALLEp BASED ON ~ RG PANS ANq r
AND OPERATION HOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE ~ NY PAIRS OR GLEANING NEGE55ARY TO MAINTAIN ER0514N AND EVERY WEEK, A RE ~1 ~.I~I~ ~O,EII ~tG ~ DETAILS PROVIDED UNgER THE APPROVED PLANS. THE L ~ , _ x ~I S~"~ / DETAILS ARE BASED ON THE NG EROSION AND SEDIMENT PLANNiNG D ~ Y~IITES M! . t ~ ~ ~
NT ONTROL PRAGTIGES SHALL BE GOMPLETEq IMMEDIATELY, SEpIME G ( IN FEET) ~ C'' ~ / AND RECOGNIZED BEST MANAGEMENT PRACTICES i trx, [7GU8I-E I ~ rah= D77..~1a DE51GN MANUAL,
\ -~1 ~ ED AREAS SHALL 8E REHERTILIZED, RESEEgED A5 NEGE55ARY, ANq 1 inch ~ 80 ft. ~ ra~'= 2,) ALL SEEP \ F 1 ,Tal'= P~h5,55 NV, IN= 867.63 (E k INV. 1N- t~~a 7 INV, nuT= ah7,_~ r r I
\ INV. IAI= 9 MULGHEq AGGORDING TO THE SEEDING SCHEDULE. Ex,17aU8LE GI ~f aR~ INV, IN= INV. IAI= a61.a~ tN) C~ _ ~ ~ THE CONTRACTOR SHALL MAINTAIN GL05E CONTACT wITH THE: ERO51oN ~ INV. OUT- ~ .50 / ~ F iNV, IN= 66a.~0 !5J ~ r r ( IN PEGTOR. ADDITIONAL EROSION CONTROL MEA5URE5 MAY , ~ ~ . / CONTROL 5
tt1T~ ~ ~ ~ V'1 Nv. out -,,..~-°°tNV. ours ~bo.21 ~ ~,q~, 24~A y - r / BE REQUIRED BY THE EROSION CONTROL INSPECTOR THAT 15 NOT „ P N IBILITY TD
q ANq MOW TO 3/4" TO I" HEIGHT. TOPgRE55 WITH 4O LB/ACRE INV. IN= i~48.1b (W) pU9~ r~--' f p 3,) WATER A5 NEDEE I ~ aaa.-r~ ~ .1.--~- cx. GI X 15" PG IN MAY 50 LB IN JUNE 30 LB IN JULY, ANq 25-50 LB IN AUG, INV. N (t ~ Tas== 858.41 ~ NITROGEN IN APR., 50 LB. E~.C,u~ .r / PG ; ~ ~ - / INDICATED ON THE PLANS, IT 15 THE CONTRACTORS RESPO 5 5K ~ ~ LE fi1L ESMT _ ~ r" IREq. ~''F' ~ '7' {P MAINTAIN ER051ON ONSITE, REGARDLE55 OF THE MEASURES REGiU
INV, IN= ~4a.~•I / .,--INV. IN~ as~.n INV. auT- 84°x,13 f - ~ _ ' -8 ` ~G1~; 85~" ~ X, GI~ rte...--'" INV. auT: P~53.a1 N NTROL MEASURES ANq/OR GRADING l~. ~ ~ r ~ ANY GRANGE IN TWE EROSIO GO
- ,r, - EX. SDMH y~;-la" ~..~-~",W--~ TOP= ~55,2~ x' cunt ,,.raP= 855.65 INV. IN- 85D,b5 (E) ~ ( ~ r',,. ~-~r ' I ~ i ~ AND THE ~ ~ r„ ~ I ~ ~ \ ~ SHALL BE GALLED TO THE ATTENTION OF THE ENGINEER / ~r ~ l I t y ? ~ NTROL INSPECTOR. `
~ 1NV CJi.IT: 850.bG7 ,yp f / ri'' ..F' 56~....,_ INV. IN= 84~.7a(N1„ ~~1~.~ I r" ? f~ I ~ ~ EROSION CO - ( 4 ~ ~ ~ 4. WEATWER FORECAST SHALL BE MONITORED. THE CONTRACTOR SMALL
NV. INS 84q,40 ('E) ~ r ~ ~ f,.. I v. T= 841.51 ~ ~ ~4--''"J pq 26~~~ `"`.--M-.... fib' ~ ~ , ~ r 1 I i ' / PREPARE FOR RAIN EVENTS BY RE-EXAMINING ALL ERCKaION CONTROL i 1 1~MP Gt~NS"i'R~GTIC~N ~N'1'i'~ 11'~GE 1 1 r r r 4~ MEA5URE5 PRIOR TO START OF PREGIpITATION. ANY RE-ENFORCEMENT
a NGDOT STD, 84p.52 ? r ~ ~~,,"1!~ / I I ~ I 4 ~ ~~A ~ I y r M AND DOCUMENTED. U ( ( I ~ OR GORREGTlONS 5HOULD BE PERFOR ED
END ~X. C RIM= 185"1.5 ° r / ,'i ( I I G~6 INV. INS #647b1 ~ ~ r / I ~ I \ ! T DR l I ~ 5. IF FILL MATERIALS ARE TO BE E3RDUGHr ONTO THIS PROJEG I - I ~
_.w..:,`,,, (EX 3b RGP ~ E'X.~b" R ~ . ! r / MI ~I l~ ~ ` ' ~ TO BE FIELD VERIFIED),.. ~I ,,,d r ( ) 1 ! I I S I WASTE MATERIALS ARE TO E3E TAKEN FROM THIS PROJECT, THIS r ~ ! I ( INFORMATION MUST BE D15GL05ED AND SHOWN ON THE ER0510N
NIP Iy _ ° "INV. WT= 846.0 ~ r "r ~ / I ~ A / I ' i 1 \ CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP SITES RE
I `"""":i.S,R ~ o LF SDMH X64 I f ~ \ EIR -w ~®p~6'. --~NGI)OT STD. 840.52 1 f / I I'J ~I TH OWNER 15 ~ ~ ~ ~ GON5IDERED TO BE PART OF THIS PRO.EGT AND E / r / N NTROL MEA5URE5 A7 ' ~ RE5PON51BLE FOR STABILIZATION AND ER0510 GO
~a y y ~'~"':S~ RCp RIM- ~85'1.p / EXISTING 18 RGP ~TWEEN EX, GI / r ~ 8N ~ ° 1l1 ° ! INV. IN= 845."i "r --AND EX. SDMH Tp REMAIN AND f _I ~ / f 4 ~ ~,i TMESE 51TE:5.
X0,2 ® -U ) / NOT ABANDpNDED UNTIL GRADING / b.88' ® / ~ ` IN AIN MP. / INV, pUT= 845.6 OPERATIQNS ALLOW 5T0RM ,r ~ / CONTRACTOR SHALL KEEP y TALL Q MA T TE / / ' / NAGS TO BE IN5TALLED J ~ - ~ ~ ~ / H 10 2003 ALL CONSTRUCTION 51TE5 ONE (i) ACRE OR / 1 ' ~ / b. A5 OF MARL ,
~ P PUMPED DRY DURING ~ DIVER510N DITGN TO TEMP. / / r DRAI / ~ U OND , ~ `y SEDIMENt BASIN ~3, TWEN Tp / I / DIRECTING DRAINAGE FRAM ry c ~ GDNSTRUGTION UNTIL 51TE I5 _ F REBAY ONCE / / I / \ ~ ~ MORE, REGriJIRES A NPDES PERMIT. ~ ~ ~ arl I ~ / ~ ~ U( ~ I
~ p D p / / WHITES MILL ROAD Tp THE VAT / ~ ~ _o ~ ~ 5UBTANTIALLY STABiLiZED ~ ~ / / / ~ SMALL BE PUMPED I SEDI T BASIN WA5 B / / / INST L STORM DRAINAGE DETENTION P(7ND ~2 I p 4. ® ~ x POND 2 I OF 1 } / REM VED / J / FROM SDMFI X63 TO FES X66 ~ / / ~ a ~ ~ 3
~ - ~ INTO THE BACK S DE f i f , I- p ® p MP. SEDIMENT BASIN #3 IF ` ! / J 1 TO BYPASS OFF-SITE s / 1 I w~ I ~ 7 THEREFORE: / ,r t ~ ~ / ~ '^I I / ~ WRITTEN DOCUMENTATION OF A DEVIATION FROM APPROVED PLAN
Q ~ I ! / DRAINAGE PrzlpR TO ~ ~ ~ NEEDER N, i l! ( I I I I MP. SEDIMENT r r a a c ~ x !I j_ I ( ! GRA171NG rE \ r YIGINITY' 1~1~'~t ' ~ r' / i5 I ~ MUST BE NOTED ON THE APPROVED PLANS. ~ ~ ,O I ~ Not to 5cafe MAP iGA fu `t
. ~ 1 I ) ( I I BA51N ~3 AND WET ~ ® ~ . ~ ~ ~ ~ I ( J I ~ D~TENTION POND 2 ti~ ~ ( ~ ~ * WRITTEN DOCUMENTATION OF AN EMERGENCY SITUATION WHERE j 1 - / X2531 EASTGHESTER DRIVE I ~ IMENT HA5 BEEN DISCHARGED OFF SITE MUST BE RECORDED. ALSO,
~ ~l I ~ I l v- I Tom'. SAD / ~ ~ I., ~ I ~ SED I 7 81LL AGAPIC?N R'S ACTIONS TO REPAIR ANq RETURN AREA TO PRESTORM ( \ I ~ GONTRAGTO
I I 1 IIf / I I 5 ~ I I I 1 1 d~ I~ l ~ ~ \ \ ® ~ I I lJ I~ rl ~ 1.10 Ac. ( / / I I 1 I I LDT 3, PB q-(, PG IC7a NgiTION MUST BE REG~DED. I.OBTAiN PLAN APPROVAL FROM HIGH POINT AND ALL ( I ~ ( GO ~ ~ - , ? TAX MAP 4aa BLOCK ~ Lort 33 DINT AND ALL ® to -WING AGENCIES. t~
11 r In + ro / / I ~ ~ M r I I \ ~ I~ zao wHITE~ ILL ~o ~ / / 1lI ~ I I I 1 p, \ ~ ( THE PERMITTEE SHALL INSPECT ALL EROSION ANq SEDIMENTATION APPLICABLE PERMITS FROM OTHER REVIEWING AGENG 1 ~ I ~ f a CONTROL FACILITIES EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A I/2 GRADING PERMIT MAY NOT BE 155UEq UNTIL (IF APPLIC 'IL (IF APPLICABLE) ~.J
1 1 1 ) I I / 1 ~ i I cs, \ ~ \ ICENNi~ .J. TER ~ ry I 1l1 ? II I I of 6 ~ ~ \ ` . ~ r . PRESENTED UPON PR VE - ~3 INCH OF RAIN, FINDINGS SHALL BE RECORDED ANq WATER5HED ANq LANDSCAPING PLANS ARE A ;ZE APPROVED. 7.a. t(1 tV
~ l lI 1 ~ I I } a DB 2~f 51, PG 5a3 ? lI / / ! ! ! I I ~ I ~ I ~ N I I - ~ I ~ H ~ ~ i ~ INSPECTOR S REQUEST. 2. THE EROSION GDNTRC~. INSPECTOR GAN BE READ E ~ y ~ ~ ~ * NTRAGTOR SHALL PROVIDE RAIN-RECORDING DEVICE AND RVl ES A7 336-883-3189, q BE REACHED AT dJ z_
TAX MAP 408 BLOCK 3 LOls 0 k / 11 11 1 II ti EX TREELIKE w m~ I lrl II rl ,FELINE I \ 1 THE GO ENGINEERING 5E G RECORD EACH RAINFALL. 3. FLAGGING qF ALL THE GONSTRUGTION/DENUDED LIM t I 1 DENUDED LIMITS AND LU
? ~ l~~ -~~:~:.y~ I III / ~ ~ ~ ~ ~ \ ? ~ I SEDIMENTATION To LEavE THE I I ( ANY FAILURES THAT GAU5E VIS BLE ANY OTHER BUFFERS SHALL BE PERFORMED PRIOR T AED PRIOR TO THE J m Z IS TO STAY W1THIN
R ~ II l I I I ~ s ~ w l I/ ~ / I I \ N ~ \ ~ ~ 4 ~ I D LiMITS SMALL BE GORREGTED IMMEDIATELY AND i CONTRACTOR 15 TO 5TAY ~ ( ~ i \ APPROVED DISTURBS PREGDN57RUGTIDN MEET NG. ~ \ I I ~ TI ANY NEED TO GR0551 ~ J ~ \ DOCUMENTED. THE LIMITS OF GONSTRUG ON. TO CROSS TH15 Q p~ J
/ I 11 / I I I I / ~ ~ \ H a6 ` ~ ~ \ 6 5DM 5 / r I / ! ( I I / 'NGDOT STD. 84p.52 ~ ~ ~ 1 1 I s« T H DBE KEPT qN SITE FOR OHT TO THE ATTENTI ~ ~ r ~ ~ I A COPY OF THE NPDES PERMI 5 OUL LIMIT LINE W{LL NEED TO BE: BRC~1 THE ATTENTION OF V t-
~ ~1 " / ~ / / i ~ RIM= #,'i57.5 ~ \ ~ ,4 r" / / , III I ~ \ ~ ~ - ~ I I 1 REFERENCE. THE ENGINEER PRIOR r0 ANY GROSS OVER. THE GLEA ~ ` i \ ~ I ~ 1 ~ IMITS MUST BE FLAGGED PRIOR TO THE pREGgNSTRI~ fi ~ ~ L :R. THE CLEARING < PRECON5TRUCTION Q 10 v j
~ z / / I INV. IN= 844.4 \ ~ k / / ~ / I 1 1 ~ .BAFFLES I ~.0' INV. arr= 844.3 \ / ~ TEMP 1 \ ~ ~ ~ t I ~ ! 1 ` ~ "I. WET DETENTION PONDS AND BIO-RETENTION CELLS MAY BE USED UNTIL MEETING IN ORDER TO PREVENT ACCIDENTAL ENTRY C ~ ~ \ ITAL ENTRY OUT5IDE - x
h / I / ~ /i -~-----846 ~ .,V ~ ~ ti \ \ I ' ~ ~ A IN PHASES AND CONSTRUCTION OF ` ~ ~ 7HE END DF ALL GR D G I 1 THE CLEARING LIMITS. ITH THE OWNER, ALL
/ / / ~'j 548 ~ " - ~ 4. .Gw J J / ~ , ' aso ~ SILT lG~ ) T~ ~ ~ ~ . r ~ ~ f i l H ES/BUILDINGS FOR GOLLEGTION OF SEDIMENT, IF gETEN?ION PONDS c. ~ ~ LIM'IT5 ~ qU5 4. SET UP PRE-CONSTRUCTION MEETING WITH THE DWNE .GRADING FDIZ THE ROAD ( i AND BIO-RETENTION CELLS ARE USED FOR EROSION CONTROL MEASURES, GC~htTRAGTORS INVOLVED WITH LANq gISTURBANGE AP GROSSING SWALL NDT E3EGIN ~ i ~ ` G®N~Tl~UGTit7N/~NUflCD TURBANCE AND THE `n tra
-A / r ~ I ~ ~ ~ ` /6 ~ ; N. "'...-'~".,."„t„ P~' \ fib' ` ~ GPI UNTIL THE SITE HA5 E~EEN ~ ~ I ` ~ ~ THEN 7HE STRUCTURE 5HALL BE GLEANED OF COLLECTED SEDIMENT ER0510N CONTROL INSPECTOR ON SITE PRIOR TO ANY GRADED SUCH THAT TWE ~ ~ ~ \ ~I1'i(~~,e~GV~~I /"K/ RIOR TO ANY z ~ Z tV
NS t..~`-' ~ TIFI ATION BY E1~INEER. A INC. ~STDRM DRAINAGE WA5 6EEN ~ ~11 ~ N PRIOR TO GER G CLEARING OR GR D FROM GB X46 TD ~ ~ ~ ~ 4 ~ GORt~? 1 ~ ~ THE EROSION CONTROL INSPECTOR GAN REC~l1IRE, (N ADDITION TO ANY INSTALL STONE CONSTRUCTION ENTRANCES. INSTALLED I ~I ~ \ 8. 5. ICES. w A O 0
PE5 ~ AND DRAINING ro ~ IN UN TIVE RELIEF THAT ANY ~I ~ ~ OTHER CIVIL OR CRIMINAL PENALTY OR J G b. CLEAR AND GRUB TH05E AREAS NEEDED TD INSTAL ~ wE7 DETENTION POND a2 ~ ~ ~ ED TO INSTALL LU
~ I ~ ~ ~ PERSON(S) WHO 15 ENGAGED IN A LAND-DISTURBING ACTIVITY AND FAILS EROSION CONTROL MEA5URE5. 4 ~ ~ ti, ' 5117 F~h1G~ ) i~ ti. p TO RETAIN SEDIMENT GENERATED BY THE LAND-DISTURBING ACTIVITY, TO INSTALL ALL rIrMPDRARY SILT FENCE ANq STONE C Lu 2: m AND STONE OUTLETS
(TIE ONLY) . / / ~I pa r / ~ \ . ~ ~ 'd( 3°50'ib" - ~k FtrS X66 . ~ ...,-,,1~ -_.-~--~L,,,,;~ ~V `y~~#~ p~ ~ ~ ~ ~ \ -'I itr ~ ~ ~ RESTORE THE WATERS AND LAND AFFEGrEq BY THE FAILURE 50 A5 TO ALONG LOW AREAS OF THE SILT FENCE.
W r _ , ~ 2'INV. our= 84ao ' _ 23 ` r , RIPRAP OUTLET STONE OUTLET' • -~"i "NIETLAND ~ ~~i ~ ,26 EIP - ~ ~ ~ . ~ I\ ~ ir~l ~ -r©~= } MINIMIZE THE DETRIMENTAL EFFECTS DF THE RESULTING POLLUTION BY 8, INSTALL ALL TEMPORARY SEDIMENT $A51N5'AND f INV. IP1= SEDIMENTATION. TEMPORARY gIVERSION DITCHES. BEGIN GONSTRUGTI~ ASI N5 AND V Z CONSTRUCTION OF
EIP " r / f >x y 'APRON LENGTH= 2O ~ ~`~iHEI6HT= 2 A '~A ~ , \ ` ; " ~ V' I \ EIP I ~ a , 'APRON WIDTH= 4'x23 ~ r ~ I N 8 ° ~ „ ~W.OI N 8 ° r _ LENGTH= 15 .1"154 t ~ ITT ~ ~y , ~ ~ ~ y I ~ ~ ~ _ DIVERSION DiTGHES FROM THE SEDIMENT BA51 5 BA51N5 OR LU
3 553 ~ 44 _ - ~ ~-r I KNESS- la° ; ~ ' - ~ 40, (TIE EIP -~Y" ~Y _.>V• ` ~GLAS51 RIF'RAP ~ F =,r..~.'~-.~',• l 'ter ~WETI.ANp- ~;a` ,,II 1 ".1' ONLY) ~ ~ 1 ~ r u h'+` \ 74l y, ~ rT Vy w A; .+'y. \ r'V v i 1 ~jD ~SDMH X61 ~ 1 / DETENTION PONDS 50 THAT ANY EROSION THAT OGGUI 1 / / NcDOr STD, ekD.52 \ ~ - CAi ice, y I `I'• i RIMw 1865.7 DURING THE CONSTRUCTION OF THE DITCH WILL BE 4 THAT OCCURS I WILL BE CAPTURED
(Tt1:~LY1 ~ ~ ~ ~ i ~ ~ 'AREA.,, !`y 'G/FI' L'~~ r"~ ~ 5TONEOUTLET"„`".~}~ a ~~ar i ~Y~C AtrY~~~ ir~~:'^V'i~jcj'Q vi. Av. I 1 ~ { / ` t>~ INV. IN= 858.q (DI ~6D) l \ BY THE BA51N. ' ----N. ~ ~ ~ ~Y ~L ~ ~i / t 1 „ WHITES MILL
~-7 * jCl'" ~ 1 l _ t r 2 K) '~:IV 1 M~~M/M+/ ~ ~f r~ r' ~ r i~ av,, 'h K l{ : T• I , 180-283-1JQ~-O~0 ~ LENGTH 12 ~ I .--1 ~ INV. IN= a6o.5lBUILD ~R ~ ,a ; ~.'..~.~w.: ~ ~ ~ ) ~ t ~t. REMOVE 3b FLARED END SECTION AT 'I~' \ ~ -'~Z ky:'_ ti ( / ~ EX 3p RGP - TD E>E FIELD l ° #b(7 TD WHITES MILL ROAD FES #66 TO BYPASS
~ ~ ~ ~=M',:.:,rn ~ ~ " "~,~~'~rr~~-,.'~.' ~ ° i RIFLED ~x I ANp IN5"CALL SDMH #63 AND 36 RCP TO FE5 . ~ ti ~ ` `N ~-J~ , _ ~ r \ ( INV. cx~ - 856,8 ~ "~,;,,r-r ~ , ~ x ~q ~ \ ~ OFF-SITE DRAINAGE NORTH QF WHITES MILL ROAD PR i ILL ROAD PRIOR TO
P . 81~ PACE ~0 ~ ~ .o / ~ . r t Y./,, , , ;f ~ ' ( / ~ w ~ w ~ , ~ ~ s'v„? - ~ w 6 866 \ # , ,y, . , ra ~ ~ t ~ ! ~s / ~ BEGINNING GRADING FOR WET DETENTION POND 2. I POND #2. AND BEGIN WALL
~ ~ 0 %a ~ _ .i . i ~ . ~ : SI~.T ~ENGE'~ ~ _ ~ i~.< . ~ . ';V~TI.AND _ ( . h ~ ~ . ~ ~ ~ ~ ~ '1 E'~~' ~ / ~ ~ I RARE BOTH WET DETENTION PONDS AND BEGIN W ~ t~ ; , ~ f ~ 0. G STRIcAM ~ ~ •I T)I rD 8E ~ ,,,~j. ~ ~ I ' ~ , , ~ ~ ` , , yl~pl/w~ , , , : MOVED J ~J(.~~ 1 ~ ~ INSTALLATION AT WET DETENTION POND #I. THE WET 11. THE NET
/ nt 'ARE / f '~q0 ~ 5Q FT ;:.•..~c +~ry 'dry ' ~ , ~ ~ ~ I I a 1 ~1 68~ ~ T NTI N POND FOREBAYS HAVE BEEN SIZED TO HP , , ~'~h / Q ~i 1 ~ 1 RAINAGE / SIZED TO HANDLE ~ttt111iia1>I1~i
1• Y ~ / / ~ c% x ~ , x ~ 7~ ':,~1 -t-.. ' ~ v T !^~TLAND I - ~ r gib. ~ ~ _ } I , :w, 1 , ~ ~ l'"~` F ~,P 1 •~r, _ ~ THE DISTURBED AREA WITHIN THE PONDS D I ~ r+. ~ ~ ~ F RGP ° ~ ~ ~ ~ Y PUMPS Al } ,l, , N%n' ~ , 73 ~ 4 U ~ , ~ CONTRACTOR 5HALL PROVIDE TEMPORAR DRAINAGE AREA. CAN/ PUMPS AT BOTH ~ ? . 4F
~;.1 '.~i,. ~ f \ \ ~ RAINED DURING GONSTF I ~ ; ; ( I ~ PONDS TO KEEP THE PONDS D . VRE,~ )RING CONSTRUCTION. I
I`. ~ ~ ~ ~ , ' ~ ~ ' lD a6D U / ~ ~ ~ F MPING 15 REC~UIRED, THEN WATER MUST BE PUMPS .i.. ...FE5 X62 `L NGDDT STTa. 84D.14 ~ ( PU ~ ~ N ' ° -`~`~'-:,';.:INV. OUT= 856.0 i . • " BRIM= t86~F,3 ~ ~ ~ ~ THE BACK SIDE OF THE ADJACENT SEDIMENT BA51N. 5T BE PUMPED TO 4ENT BASIN. 10N ~ SEAL
y . ~ 0 v f, RIPRAP OUTLET ~ INV. IN= *861.4 BUILD OVER ~ ~ ~ -M TIONED ER( ~ ~ ' ~ ~ ~'i ri II. UPON INSTALLATION OF THE ABOVE EN ,,.'•rn ` , ^APRDN LENGTH- ZD' EX 18" RGP - TO BE FIELD , C~ `S~, ` J ITS. BEG y :NTIONED EROS
/ 3 I' ~ ~ ~ ~ APRON WIDTH= a xz5;, • . • IFI ~ CONTROL MEASURES, GRUB REMAINDER OF S ~ i . ;y ~ rWl NE55= 16" w~ ~ p VER ED) ~ ~ti 7F SITE. BEGIN 24407
~ _ . ~ , ! ~""~~~r¦yi,,,rr ~ ~ gyp; / ~ ' ` 1 _ / - ~ ~ . ~q' ~lir ' ~ ~ GK W INV. OUT= 6Sq.5 w ` @ ROUGH GRADING. ! "GLASS I RIPRAP ~ H C / cg Sqk - ~ - ~ ' 1 ~ ~ A WAGE Tq PERMANENT WET DE: ~ i 12. INSTALL STORM DRA ANENT NET DETENTION -Z
y1 ~ i - ~ i' ~ .M ..,,i / - 11~ D , _ 'r5 ~4 r,1d pry / / , r r ~ /A gJ~ , g-P \ u,°~. 'MI J w,, , ' i - ~ i fj() AMP ~ 4A ~ ~ ` i ~ Ex la RGP To REMAIN A5 GRADING OPERATIONS ALLOW. I ~ ~ ~ PONDS A5 SOON 1~~' •.t ~ UN )N5 ALLOW. MAINTAIN
INSTALLED DIREG?IN6 ~ ~ DIVERSION DITCHES AND INLET PROTECTION TO STOF ~ - I 1 " s RAINAGE TO WET ~9 1 ~ r MPORARY SEDIMENT BASINS I, 2, A 'ION TO STORM ``%%0Ao SINS #1, #2, AND #3 rleetee~ >RM DRAINAGE HAS
- ~ / ` .1'" 2Q' PUBLtG'aA~N w'' e ~ (x (x ~ / / --8~ ~ / • / i 0 Q}.~~ Q3 Alt f ` ~ s rl N POND el ~ ~ \ / STRUCTURES E - 1 / D T N 0 ~i 11 ~ ED - ~ MAY BE REMOVED AS SOON AS THE STORM DRAINAG y ~ ~ ~v ~ ~ SANS _ - / f ~
T ~ ~ r' y r f / .41 x,56 ~ til/ ~V ~ f / ~ ~ r 1 ~ / ! ( ~ RAINAGE TO 7N05E BA51N5. : ~ / ~ ".ti' / / RELIEVED D r \ / I ~ H E DILIGENTL't w~ T G~ A ~ E DILIGENTLY
jk ~ / ~ ~ ,,i GONTRAGTOR SHALL KEEP J i- J ~ - . s ~ ' { ! / i / 13. EROSION CONTROL DEVICES S ALL B ,P ~ ~ ^ss ~ l J` T N TRUGTION. DEVICES S ~ ~ "•ra, ( / / MAINTAINED THROUGHOU GD S DEVICES SHALL BE
( J ~ POND PUMPED DRY DURING ' ~ ' t ~2~'~ ~ / i / ;r GONSTRUGTION UNTIL SITE 15 ti ~ r r ' r ~ ~ ~ ( f ~ ~ - ~ / INSPEGTEq AND REPAIRED AFTER EACH SIGNIFICANT f- I ~ ~ / 51GNIFICANT
' SUBTANTIALLY 5TABILIZED - / { i~ ~ ~j r" J ' ~ / / ~i LL BE PUMPED '"r - ~ r I 1 POND ~ ( y Tom' X11' " T~ E~A~I ~ 4 _ ~ ~ / ~i ~ RAINFALL. 8,~1~1 / a / TO E3E GHEGKEq AN ~ f ~ ~ ASINS ARE ~ i ~ 14.5EDiMENT rRAPS/B CHECKED AND
/ INTO THE BACK SIDE OF j ~ f ~ r r ' LIMITS ~ f / ~.~TEMP. SEDIMENT 8A51N #2 IF J ° / ~ ! / ? , r NEEDED. I ~ ~ ~b \ f i U 4 / .X / GLEANEq DUT ON A REGULAR MAINTENANCE SGHEgUL I Ex AS~ALT 4 ~ ~Gn r ? 'IMP 511.T I'=~NG~ {1"'t'~'~ / DICE SCHEDULE. THEY
\ / ~ / (.ONS'~~1GTIt7N/~FNUD~? / , I N4 . ,s ~ 1.'13 / r .r ~ r / 0 "1 ~ . ~ I D ti '4. / E CLEARED OF ALL SILT AND RESHAPED 70 „ ~ ~ PAVE 5HALL B 0 - / 'A+~ ~ ~ARKINC~AREA , / P RAMETER. ~ - _ p "~cA cs / ORIGINAL DESIGN A ESHAPEI7 TO THE
LIMITS 20.6 A I I I M ~ Sr ,,r 1~ ~ r / ~ ..INSTALL 5Ta M DRAINAGE-- j ~ o ~~p. / RWISE STABILIZE ALL DENUDED ARE r PROM DI #6D TO PE5 X62 Tp p / ~ / 15. SEEq OR OTHE / ~ f~ XNUDED AREAS
( j ~ i ~ 111 \ / / ~ ! ' 8YPA55 OPF-SITE / ) I ~ N I DAYS OF COMPLETION OF ANY PI• ~ ~ _ _ / WITHIN FIFTEE (5) - - , DRAINAGE -GRADE Law / /y'.1 I ~ / / / n Pi. - / o I ON OF ANY PHASE OF
R b y i T I I ~ / ~ Q , l ~ r / r - AREA 5D THAT AREA WILL / ~ ~ l ~ a 4 GRAD NG / pRAiN EIAGK TD THE INLET c4 « / ~ / / / ~ I .SEED OR STABILIZE ALL DENUDED AREAS WITHIN I ZEAS WITHIN 15 Z
sq I f f r ~ ~ 1 / '$p ~ ~ \ / / r (~'~-~~J-00~-021 ( l ~ / / / ~J p X ~ PRDTEGTfoN Ar D 60 ,,}C~ ~ v / TR,/StCrT 1~~~~ - ~ - ' ' - _ MAINTAIN DRAINAGE IN TWiS . WORKING DAYS OR b0 CALENDAR DAYS (WHIGHEVEI 5 (WHICHEVER 15 tu `rt
C~~aRGE K~4PP I / / i e I ~ DIREGTIDN UNTIL REMAINING \ / / SHORTER). rr~~//~~ CCI I ~ AGR~S ~ HA5 ~ ~ t 'LV'.«J DRAINAGE AND GUR \ / , 4~ . x\ ~ ~ / dt' P 5 GUT SLOPES, GUT OR FILL,
I (I ? I ~ i/ l 1 J I ~ / r ~C PB. dal, PAGE qQ ( , ~ ? . / ~ BEEN INSTALLED I ~ / i"!. STABILIZE WITH GRCh.IND COVER ALL 5L0 E , ZOIV~D GU ~ ~ ~ ~ 12 / ~ e / / ~ / J WITHIN 21 CALENDAR DAYS (EFFECTIVE OCTOBER , JCTOBER 1, 2005). z _
~ ~ I ~ ( I ~ U FE5 X31 ~ ~ elGl ~ ~ / l / ( ~ l 1 t ~ 4 INV. OUT= 84"i.0 ~ ~ Mt _ _ r ~ ' / / ( I ~ I I ' IP P OUTLET ~ d1' ~ / / ~ J` y ~ WAN 3 To 15HALL / / r u \ S~ ® ~ f ~a SI,bS / ~ G ANY SLOP[: INDICATED STEEPER T ~ - - \ 3• i7E6 /`fi" ~ ITH XCEL514R MATTING TO PREVENT ERi TO I SHALL BE - PREVENT EROSION Lu tn
I I I I I ~ ,~P APRON LENGTH- 34 ~ / / r / ~ ` v PR N WIDTH- 4'x23' / i / ti / \ ~ NV. I - ULL COVERED W E / / _ \ q9 .OUT- ,38 ~cp Ex TEL r~+. / 0 I` l ~ I NG. q „y ~ ~ ~ / ~ AFTER SEED
1'"""' ~ 1 ` ~ ® THIGKNE55= 18' ~ / f' / r ~ ~ / ~ GLA55 I RIF'RAP ~ ' , ~ '1 ~ ~ ' ~ / IS. ALL EROSION CONTROL DE~VIGES ARE TO REMAIN ~ ~ 4- J yy / z- TO REMAIN IN v ZED WITH GROUND Lu
~ ~ fi ~ A ~ T 15 PROPERLY STABILIZED WITH GR b~ -w ^s ~ PLACE UNTIL 51 E ~ ~ \ ~ " jp ~ ~c TREAM AREAS MUST BE STABILIZED / v ~~'i F / DOVER. ALL UPS / t / / STABILIZED PRIOR (
~ ~ ! 1 I / _ r I ~ t r r . ~ ~ ~ ~ / / / TO REMOVAL DF EROSION CONTROL DEVICES. ONCE - - r ~ ~ r~ FINAL EL(:V~ VICES. ONCE THIS FINAL ELEVATIONS t
ti ~ , I KGB X30 - _ ~X TREELIKE ~q~ r / - ~7-(702 \ \ I 1 ~ \ / NGDOT STD. e4o.o2 ~ ~ ~ r l ISc7 283-oa ~ I . I RIM- 863.0 \ , F ~ Ex sac MARKER SEDIMENT GRADE TO ~ , - ' _ ~ 1 ~ ~ / OCCURS, REMOVE , ~ ti / ` ~ ~ AND STABILIZE. ~ ~ \ ~ /
RICHARD 1=URMANSkI \ ~ \ I l \ ~ INV. IN- 855.1 (GB 2) I \ ( ~ 4? l s Iq. REMOVE EROSION CONTROL DEVICES ONLY UPON / ~ r ONLY UPON RECEIPT INSPECTOR. V
C \ I I / INV. IN= 85T,I roI f«2G) ~ \ ! / / PB. 42 PPtGE ~5 \ \ ~ I I I I / ~ INV, OUT- 84"(.6 ~ l / / / e ® ~ A FROM EROSION CONTROL fNSPEGTCN~, I` _ , ~ + 4 OF APPROV L GONS'f I~UG~iC~N SINGE ~ - i E FaR , ~ .t i ~ • ~ / ~ _ ~ - Ilp . , Atti i 2[~_ THE CONTRACTOR 5HALL BE RESPONS BL 4161BLE FOR ALL 51TE -
ER05ION CONTROL MAINTENANCE GIBING GQN5TRUG1 v` L *J`~ 000F #0 5 60145TRUCTION. IN + -
TEMP. Sw"!NT AS bl . RE5PON51BLE FOR ""'"""r .L- BY THE NATIONAL LU
LE&ENP I S4.1 Ac/ LOT ~ ~r ~ \ _ tt a ? ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE ~ / ? ~ I KEEPING ALL {TEM9/REGORD5 REQUIRED BY THE NAl EX !8 f ~ ry e~ a 7 F1.0 w , r ( \ 5TEM (NPDE5) PERMIT.
l I / / f .MrYwt, A \ - 858- - -7 . , CLEARING LIMITS 54 85._6.., \\.4541 ? y POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE5 TRACT AREA H HAVE ON SITE: THE MEAT I. THE CONTRACTOR SHALL / ~r 2~ ACRES t/ EX 74P= e$53.44 5DM S ,ITE THE MEAN5 TO > THE STREET. IF
i r I~ , , .LIMITS OF GONTRUGTION/ DENUDED LIMITS Al INV. OUT= 8T2.64 CONDITIONS 2REMOVE ANY SEDIMENT TRACKED ONTO THE 1 / U 60-H (06-0 4 \00 G REQUIRE, EQUIPMENT MUST BE ON 51TE T( 3E ON 51TE TO WASH tu
0 eommwmmmme SEDIMENT BA51N DRAINAGE AREA NAP 6) INV. IN= 46 STREET \ \ ~ i ? ~ ~ -Gg TIRES OF VEHICLES PRIOR TO ENTERING STREET. t \ \ I EIP I / P STREET.
---o---o----- TEMP, SILT EENGE W , , , TEMP, DIVER51ON DITCH TOP= 882.66 22, STONE AND CURB SHALL BE IN5TALLED PRIOR T( I \ / ~,l \ P INV. OUT- 81.7bb BUILDING CONSTRUCTION. HOWEVER, IN THE EVENT T~ _ED PRIOR TO THE EVENT THAT
\ / / r l 1 TEMP. 5TONE OUTLET 4N awft( CANNOT HAPPEN, THEN THE CONTRACTOR SHALL PRC R 5HAL.L PROVIDE THE
1 / 1 / 1 TEMP. 5TONE/ WIRE INLET PROTECTION I f / ! 1 EROSION CONTROL 5 PLAN ILLUSTRATING l At ~ 1 IN PEGTOR A ? \ 5TAE31LIZED STAGING AREAS WITH5TONE GOING ALL ILLUSTRATING STONE X E GOING ALL THE HAY Cn(n
f 40, 4 THE CONSTRUCTION ENTRANCE:. J.1 D
, o DENUDW LIMITS T(2®.61 SAC TOP OF BANK TO OF 5TRE^AM ~ .4 EIP / J J x
ry ZONE 2
iVM5ION DITCH C1Y' - ~ TEW p ? / •O ~ ~ , • •u,<rw,,ey o, „~tl UNDISTURBED AREA OF r, - / p ,ti / / y , K, ~ ,..ti• . w VEGETATION BEGINNING AT
cog)\ • '„k; .n~ • THE OUTER EDGE OF ZONE I r / bJ p, / y y w w .01E (iftyr) / FEW / i ,r` ) , '„vY;r.'. AND EXTENDING LANDWARD A
SILT PENCE - TEMP (IN 1 t / r _ ~ ~u~p, w :f -°•,,";3 ' MINIMUM OF 20 FEET. v.,' r;':;;y EXCEPTIONS MUST BE
\ LI TS OF , APPROVED BY THE ? '4 WATERSHED REVIEW
NI / N5"i'RUG1'10 COMMITTEE ( QC, PER 5EG 9 . J w w ?z=a d$sx~}.r., fir yrft'-'. 9-1-b(dll3,l b.
d m / IMI1'S 20.61 AG f.; EIP
AkPA
1 D AREA OF / Y ? J VE6ETAr?ON EXTENDING A
• r, i / ' / w w x . 'V f" MINIMUM OF 30 FEET FROM I J THE TOP OF BANK OR MEAN PRO.EGT ADDRESS= (LOT W? 25lq EASTCHESTER OR
~D, _ ~ ~ I'~ 4, yY+ C, , , HIGH WATER LEVEL OF 411dER WATER BODIES. PIN# 180)002830000"700001
N SEEDBED PREPARATION I, INSTALL 5URFAGE WATER CONTROL MEA5URE5 ACCORDING TO THE PLAN. ILI (LOT Y) 2545 IN# 180002 E83000G0~ C1
2. AREAS TO BE SEEDED SHALL BE RIPPED AND 5PREAD WITH AVAILABLE TOP501L 3 DEEP. 5760 ~ Ex C113 +y` / 1 w VeVELOPER: P
TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4" TO 6" DEEP. IF NO SOIL TEST 15 PERFORMED, ¢ APPLY 2 TONS OF FINELY GROUND DOLOMITIC LIME5TONE PER ACRE, 600 POUNDS OF 5UPER- ~Q~ - _ o _ BLUE RIDGE COMPANIES, INV. Wr= ~715.I2 NP ~ on FE R. . 50 / vEGETATivE BUFFER / E?P / / i . • . 'MEASURED FROM THE 5$2b SAMEr DRIVE, SUITE COMPANIES, INC. SGAI P. n = 60
0 PH PHATE OR EQUIVALENT PER ACRE, AND 1,000 POUND5 OF 10.10-10 FERTILIZER PER ACRE. LIME, 5UPERPHO5PHATE, AND FERTILIZER 5HALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL. 50 7 ~ / w w : ; 5p NIA' LIMITS OF ZONE 2 WHICH HIGH POINT NO 2"1265 DRIVE, 5U117E 105 SIG 21265
N 3. L005E ROCKS, ROOT5 AND OTHER 085TRUGTION5 SHALL BE REMOVED FROM THE SURFACE 50 / o < kc 1 r. r`-'Y SHALL HAVE NO IMPERVIOUS r~ x CONTACT: JIM 6RDIGH TOP- 81885 E (:,a I w w Ya<;' w SURFACE AREA M &RDICH DATE: 12/20/0-
THEY WILL NOT INTERFERE WITH ESTABLI5HMENT AND MAINTENANCE OF VEGETATION. Jt PHONE: [phone] / INV. OUT= b"15.55 , FAX: (336) 6$41-1501 ) 88a-1512 y$q•1501
Q 4. APPLY MULCH (GRAIN 5TRAVO AT A RATE OF 5,000 POUNDS (2.5 TONS) PER ACRE, LIMITS OF PLANTS d MIXTURES RATE5/A6RE PLANTING DATES PROJECT: 424.04
o ~ TALL FESCUE 100 IbS. I, AUG. 15 OCT. 2, 2. FEB.15 - APR. 15 NSTR JGTIdN/OENUDEI7 ~ ~~NUnr~ EIP IV W
r . ILL WITH RED FESCUE 40 Ibg. 2, FEB. 15 -APR. 15 LIMITS 20.61 AG \ r K';, • OPT EWSINEERING 4 SURV :RING r,-UF?,VEYING, ING• IDRANN BY : TGL
TALL FE56UE 40 lbs. A1J6. 15 - OGT, AND 5ERICEA LE5PEDEZA (UN5GARIFIED) 40 lbs. 4400 TYNIW-v STREET 5, STREET NG 21265
0 TALL EE5GUE 60 lbs. JULY 15 - AUG, AND AND BROWN TOP MILLET 25 lbs. HIGH POINT, NC 2"12b5 TREAM NTAGT: 5TEVE INE55 Go PERENNIAL oa TEVE VeI35
0 N TALL FESCUE 60 lbs. NOV, - JAN. AND WINTER WHEAT 25 lbs, 0 !TY DEVELOPMENT PHONE: [phone] E HIGH nENS ,r ) 812-8800 EXT. 310 c, HEFT A4m
I WEEPING LOVE 6RA55 5 MAR. 15 - JUNE 15 AND SERICEA LE5PEDEZA (56ARIFIED) 40 Ibs. dJ lbs, / -16o 1 _ I Not to Scale FAX: [phone]'780
0 COMMON BERMUDA 6RA55 8 Ibs, (HULLED) I. APR. 15 -JUNE 30 10 Iba. (UNHULLED) 2. FEB, -MAR, /
9 N tL
- - - - - -

/TF'ED ~ o Dell' i ~ ~ ~ / a-° Y/" ~ Y "+M. ~ Y~ ° N ~7 ~ ~ FRZIEVISIONS
~iN ~r,~: HIC SCALE p~ GRAP ~v~ T GLUf~
MU.TI~AMILY ON~.LIN65 nNGI.UDINb CONDOMINIUMS) CC1 tzp zaa ~ Afl'KER' l
PARKING REQUIRED; 6o a 30 60 0-i BEDRC?OM UNITS ~ 7b x 1.50 = 11"i ITS
2 BEDROOM UNITS = 1,20 x 1.15 = 210 r
BE OOM UNITS = 4,2 x 2.00 = 84 ~ 3 DR w , rOTAL REQUIRED = 411 ~ IN FEET ~ ~1 p~P ~ w Dlp ~ w , ~ ~ TES M!
~pG'ti=.'w n ~ P~ ~ w - 1p~1 TABS
I I AP PARKING SPAGE 111Ch 6p f~, V PARKING PROVIDED. 426 SPACES (INCLUDING 15 WANDIGAP SPACES), QNE HANDG L SHALL BE DESIGNATED A5 VAN AGGE5518LE WITH THE APPROPRIATE 51CaNAGE PER BUILDING. C' ~(P~IE ' PLANTI~t~G XARD RA'I'D C,f~ART
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M , •.FN ~X~3TING RMI COMPLIES WITH tl ^.f ~ t I .i i l
~t GONDITIO II.E.2,p END X r ~ \ ' ~f`1. ' / a U ~37`k. J bn' A.. ~d r
G+EG m ~ NO R/W jAEDIGATION REQUIRED ~ \ ~ ~ ~ NA c NA ~ ~ Parlcmg t,ot NA NA NA 1112 parktng ( ) ~ .1 ~ 5 C0S
X5.0' EI ~ \ NIP ~ ( . , _ _ 1 ~.r ,
EIR } ,r o ~ ~ ~ 5` ~ f~ v , , 0 ' q•0 24 ~ ~ 55.0 ~ . , Ebel in he' t eonsattcted of tans , stone of treated ltmtber) or an opaque fence a minimum of five
, •Xq „ COMPACTOR SHALL ~.~......ls. ~ . . , . LANpSGAPE ~ ST4RY ur~~.• ..p HAVE 7Yp~ ~ I ta) Wati, a mmtarutn of five t$b C ~Y `•~ry ~ G wi of tea t0 feet. ~ V _ ~ (3) feet in freight, may be used to reduce the dth plaahag yards by
,r~. - ° Cfi r~GREENING PER GIN bzo` ~ DOM . NDA ' OF HIGH 5TA RDa w.. . --24 UN )M g h stV =~f \ {b) la street yards, Type C and Type D plau6ng yards and parking laic, undetstory trees may be subs'dtated for canopy pees at the rate of two (2) ~
' ~ I r ~ , . ~DROOM b-3 ~ ~ f ti understory trees for each zettusrod canopy tree. ~ ~ U t tree ma be substituted far each catwpy tree if the Technical Review Cmamittee determines that there would he a ~ ~ ' (c) Otte {t) enders ary y requred ~ t W _
. . u, ~ ! ti ~ ~ I , - 'N ~ r ma'or conflict with overhead uifii lines. ? ~ m W m -1L ti~ ~ ~ f 4 feet from as tic d ht~af way line. {d) All canopy trees in street yards shat) be planted rro closer than out Y $
~ ~ _ 5 ~ Iq.a 8 66 . ' Q ~ ; ~ \ \ r w) ~ NOTE: Ott Eats less than fitly6ve thaasattd (55,ti40) sq. ft, in size, no development shall he required to place tequited landscaping an greater 3j
s 1 1 x c`v_ ~ I- a , ~ w ul~ than fifteen percent {1S'/e) of the site. ( p~ VIGIKITY MAP Y MAP
Q x 4ND.A~GESS ESMT. ,r r? Iq ~ t:D Nat t0 Scale Seale
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. k ~ , . i ~ ~ E j i ...;,r, ~ INTERSEGtIflFt ' ~ ~ ~ TAX MAp 4Q~i BLOCK 3 LOT 33 ~ , .
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. , TAX MAI' 408 BLOCK 3 LOT 30 ~ . , - _ - ~ _ ! . . . . !m ~ W ~ ~ 6' 31DEWALK ' F ! I"I ' r ~ M / . ~ „ I ~ ~ t7 , f: ; ~ 0 ~ N
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~Mj rP d 6 .G ~ s Y d d / GHA W. VA~NN ~1.. ~ ' r - I F BANK o;~, • ' TOP 0 ~ STREAM y, ~ ~ 0 ZONE z
p~ qa RB, 8 ~ y ~ ~ (N~ , 1' ~ ~ i l z t . ~ i `.<<. t 1 ? ~ f4A 4 Y , ~ r /yam} ..c~ / 'r ( / ~ K ~ ti t'~'~ f / ti w ~ `s / J' n l r"r`,. ~ ` } ~ C~ F ~ " , I I ED AREA OF ~ ~ UND sTURB RBED AREA OF ~TION BE45INNINO AT
: , .,~7 V 4 \ r' Sr ~''y l k. . : / J„y ` ~ l i'1.t+ l 11 'r 1 r ~ .~r rk`,. ~ i C ' .0 ~ ,A I VE6ErATION 6EC~INNIN THE OUTER EDGE OF Zi S r x' 1'11 ~ u. , t; + ° ~~~~,r ~ ! ' r ~ ~1 ~ Ta J"~..Y . 5TREAM I LANG 'ER EDGE OF ZONE I TENDING LANDWARD A
.G~.-4=y.....:..^'~?~ •~,..,.~i; .:,`.0~^^..:a'r ~./!~'T'Sti. f}^-.''•.1 ~ ~'/~:I~AI'IV r J `~~y~ .r ,r.i~..!~,f -3r . i . y ;Ir ' v AND E7cTEND N6 `61JV' l ~ 1• •i - ~ ~ MINIMUM OF 2O FEET. k , ; } ' ~ ~ , k ~ 1 f r EXCEPTIONS MUST BE 1 OF 20 FEET.
5` . ~ ^ ~ \ ti' f ti . :i`. :Y ~ .y ~i *...,y, 7 f ; .may ` , l l ~ . ~l f' m y / , II{' j / " ~ k~~:i. ~ ~ ~ , ti r , , ' , K ' / , ? ~ ; ~'s ` y APPROVED BY TI'S 'ION5 MUST BE 111111 / j jt/~tI ?ED BY THE ?t~,`,
W ~ F/, t... i v"L`wY"4'~.2~~- / ~.~w"r .~.h ~'K..~~%~ 1p~'' 7 ~y~~ '`,'r `.i./" .L i rv ~ u'~~II"~'3yr j;y"~.'`.w,k,,,~ / ,~'y , ,yam i..""f~ s d ~ f ~ f r, ~ ~l ~ t l ; Yj.r4'L.I / ~ AGG~55 'T Y`~ ,70' .f I M?l• i~/~ ~1,~ f `V f / r' t .r 's\ \!n r ~ . t , ~ 1^IATER5HE17 REVIEW ! ;x'~a r ~ , r ~ ~ , ~ r ~ ,j ~ ` ~ 4'' Q^ / r ~ ~ ! MMI7TEE (h~G) PER a ; , SHED REVIEW \A AR r'~.? 'TEE (WRG) PER 5EG 011,
; i ~ `i ~k'' Y . i.'i'. • • ~V... , Nli: , ~ ~ ~T 1 ~ ~ i ~ ~ ~ l , l i •Y x ~ l.; ? ` . r Y ' + ~~1 ,'III ~V :$I ~ ~ ( C ~ ~ ~ ...'i r ~ CQ\.I ~ / 4r... f.11~ ,.Y S 1, I ~'..1 1 L MI'! kY / ? iJ K T .t r~ r,,, r~~\ tiv'~.„ ',~1: ' ~ r~ v~ y y jl~ f* q'~l-~ ~f~~ .rI d y,, ,,f i ly r JCc Y ~ y W S,~yr k 3} `Y W S
~ r'a^~~ i l ..i d l1,` / j ~.J.~. ...1.. .y,~•. ~Y ~ "W ~.,y,~ ~f r' J ~ •~V'~` '`y~,n~.i.J Q SEAL
Jrl ~ r~, is r ~ ~'r! W ~~T V~ ( I ~i',y 24497 `
~ ~ f AN UNDISTURBED ZONE I UNDISTURBED AREA OF
Irv ti ~ TATION ~xTE~ ~ I , vEeE `r`"5MT y ~ yn/ w w ~;r~,:x,r. ~'l;%~;~;~ w MINIMUM OF ~O FE 5ETATION EMENDING A li KH OF 30 FE FROM TOP OF BANKEOR MEAN ,~~j
. TRACT A ~ , ;1 l'L,., 1 s, / ~',l ; ^``t;' ;r THE TOP OF BANK H WATER LEVEL OF OTHER
. f........... :«"'.e"' ~ '~Q''r V[7L~I~.r. . t.. ~ .~.p W ~ , .1... , ,A , ,..i.: ..,y J ~ ~~.J~ ~ ~i~4E~J ~ d~---~ ~ lip ~IIC~H wA~R l..~vel ' WATER BODIES. y/~{/~/ /r ~y ('/}yew, J ; % 'rYk r ,iK~i t..,'..~: y ..YY t~ Vogl I~V V~ TER BODIES. 4•
~ . (yam , . y„s: . . . . \ ~j// r+ . . , ..yi....... s~y"'~.... .'.y;.'..'. .y y , . . IG 1 Vr~~ 'i.".? s r~, / ~:'i `.~'~~`{y r''''''~"~'~''Ir''',r'~r'yrr ~Y W 1 r ^"•d fir'.; i'~e' J
I^^I(hii~ r r ~ ...r ~ r....,r .i~ y 1 tP / / ly. . ilic;~jt,``ti erv,';~'dr. r,. TRACT Af~EA ~ I `
.......:,TYPE 8 t~lJNR00M)~ . . , , Porn nGG~SS E9M"f , , ' ' . . . -~.:24 UNI T~ ~ ~ ' Q ~ y ~ 4. ' ~ r. •Y ~Y 4• / ~ 50` ~ FER;,~ I VEGETATIVE BUFFER or 1.73 t AGfi~',E5 f , 1 ~ Q? / f ~ ~ ''.t,' `1 lY:'3p'~`.:20' Sd 5a MEASURED FROM THE pJFFER FROM THE
. ~ ~ ,..,,r..., 12-2 BEDROOM ' ; ~ , . ti 12 I E~I~1"I, . 0 / ~ ~ ~ r ~ 'd0' , . ~ a ~QN~~ R5-15 ~ / ~ ~ y 20 Y y y LIMITS OF xONE 2 WHICH 1 ~ f ; E 2 WHICH O IMPERVIOUS
~Um 1 / ~ t ; ' ; ~ r y SHALL HAVE Na 19~1pERVI0U5 161 PG 63~ ~h W W C, ? , << ,<<. ~ ; suRFAC~ AREA / \ ~ h r~'4 .1 ~ 1 d r \ .1
1 ` 3. 1 6' SIDEWALK X A P T / ~ "r ~ y ~ :~1 ~ ' / r r l,.
J , y. .r,. ~ uu~~ 1.1 , f,, ~ . ~ ~ 4' ~ ~ ~ T ~ ~ N ~ ~ ~ . , q \ s' to . 4 r.~ 'E~y \ PARKING AREA ~\~Q~ .'U t, / y y ; t ` ; y y ~ ~p, s, / \ \ NIA' / ~ l r ~fi ~ {
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P~. 81, PAGE ~O w w o ~ ~ / / ITY DE1lEI~OPMENT . ~ / HIGH DENa w / i ~ / / ~ / Nat to Scale / ~ d 2..,~'~ /
`'~:x ~ ~`5 , / z
. ~ y r , , ~ ~ ~ I .d / nt Block far Preliminar Ma , . , / ~ / (N1 Technical Review Committee Endarseme y J j Q i / Ex TEL rtN. M I 1 le Use Devel oIiminor.y MQjor use, Developments VD
-w...~' 1 "C1 'I' ~ ~ ''I \ ~S l ~i ~ ~ / s Q Subdivision Plats/ C~rau Devela menu/ Integrated u t p S, / • f ; ~ ~ / A roved b the Technical Review Committee Far 2 years (Dev. X144 (Dev. #7443),
: q ~ , T11 ~ ` r ~ C~ 1 ,r- "q I ~o~ 00 o / ~~f.~': ~ / treat and unlit fans and / f rvval of an re ulred s I _ c~ ~•....~:~:;,k• / Subject to the app y g, y P plans and profiles, L N
~ R ~ a `a / IP ~ F r eland-diSturbin ermit and/or erasion cantrc ~ ~ i a raval o a se a at p / ry c\ / PP p ~ h , ~ ~r~ / .',,r:~:~~.•. and ma be ext nded b recnrdin final fats in accordance With the Sion control plan, , 2 T- ce with the ,.(l
~ ~ o i ~ a ~ 1-002 i 'S' C' in I80-2S3~OC7 ; , ~ ,22 / / y ~ P ' / - ~~~r'~~~'~'~• exFOCMAx~eR rovisl s aP ctian q- 12 of the Hi h paint Development Ordinance ~ •-f, o p g it U~r"d` inQnGe.
rn R(GH~RD FURM~NSK ~g ~ ~~,b, ; . . ~ ~ - i r - - - DL >
PE3. 42, PAGE 85 ~ ; ~ . ~ > P / to / - ~ f nin nd Deveiv ant Da I ~ ~ ~ qtr fora n g a pm Date I N Z
/ J-JYf lam, J'•'I ~ \ \V.^--'~.'.^'._ ~ s. U \j UL- -
/ / (Q) Owner D veto er g~ Certificate of G liance 001- z
1 E irrr ti t VE NT PAS r2 1 re 1 / n / ? r. Iue Rid e Gom anies Inc. occe t this submission as our plan Q We B r fired irn rovements and come our plan of as ou its and comply LU
~ • I HEAVY DUTY: ? / / development and a ree to install all eau p ~l Q TRACT AREA Q'q / Y41 h e conditions of approval. ZONED GU 60-H (06-06) / r1 0 ~U~
I SF q.5A
~Q(1o 1N7"/GAR YJA5H "oo 12.5" ~ ABG NIP EIP Ow Develo er Date <T-
/ W ~ \ 1 QWNE
1~ BLUE RIDGE COMPANIES, INC,. (GG) Private ter Sewer, and Storm tom Point LU 'D T
LI QRY \ q b Hr r~uTr CE \ y NRO Q 6 Oly 5026 SAMET DRIVE, SUITE 105 All on-site utilities shall be constructed to the G(ty of High Point r +°o HIGH POINT, NO 2'265 standards. However, all utilities not located within a public easement ~ 4/ easement or Z
15F q.SA l \ , I B~ UN1T Jam. sr... / / \ 8- - i 2 S q.5E3 2 CONTACT: JIM CROTCH public- right-of-Hoy shall be private with maintenance to the water, e water, ition or
z ' 6 ABC sewer, and storm systems provided the owners association or -1513 to PRUNE: (336) 889 4 C _ ?P& A. FAX: (536) e0q-1501 property owner(s). / 1 Elp
9.7 2- 7 ~ZY yR TY , PEE B ( ROOM)^- v / w 'k x
- PATS ? / ENl'1 . ~.R. (standard note) s / .o (X) Ade uate Drainage For Budding Pods
BEDROOM, CPT ENGI EE G 4 SURVE All new construction sites shall provide adequate drainage From the ' N RiN YING, INC. 1 / From the, A shall slope a
S.2 n 1 FFE 812.6 / Q $ ~ 2BR,HG r / l8" x 4400 TYNING STREET building Foundation. For residential construction the grade shall slope / 4 - ~ minimum of 6 inches within the First 10 feet from the foundation as ition as
38 o/ ~ ~ OPEN BAI.GON .,NG w ACp ? _ / HIGH POINT, NG 21265 auate drainage shall also reFerenced in NG State Building Code. Ade STEVE YVEI3B CONTACT: ? ~b shall also be Ith the NO
A x 50' A 7S' pk0 . (Ga r N 11 P' ~`~1-~ \ ~ U'`~ts ~utL~j ''~RrY ~ptrrp / rovided for new commercial construction in compliance with the NO NI A., Q w / PHONE: (336) SI2-8800 EXT. 310 p State BuildinGode.
m x f ~p NG S~ Ltd \ N It,$2`~., / ~i FAX: [phone]'180 _ 6(0 ~ g ry EiP TE DATA; (Y) Replacement of sidewalks and curb and guttering (standard note) idord note)
x s / / MAXIMUM WILDING HEIGHT OF 2 STOZIES / TOTAL AGREA6>~ IN LOT Y (TRACT A): 2.459 AG i) Any unused curb openings/driveways will be closed with standard cup 1 / standard curb
and gutter on curb and gutter streets. On ribbon paved streets the (CONDITION II.B.2.b) TOTAL ACREAGE IN LOT W TRACT 6): 20.511 AG 1 / ;reets the
h \ (G x OND/r QkB~ p`0 ~ SON tt. D WFF / TOTAL ACREAGE: 23.000 AG (INCLUDE51.066+ _ AG IN R.O.W. DEDICATION) driveway and any pipe shall be removed. / 2) Damage to existing sidewalk shall be rePaged to meet current Cit / P P E. MULTIFAMILY APARTMENTS RO DSED U5 current City PRO..IEGT ADORE-%t
•k / ZONING: GU GO-H (GA5E #06-06) LOT Y sidewalk standards. (LOT lw 25141 EASTUESTER OR
ZONING: GU 60-M (CASE #06-06) LOT W PIN# IW002830000'700001
3 $760 x (c UN, ~6 ~4 n x ONpt Sp / q / PLAT REFERENCE: PB 161 PG 63 N / DB 6551 PG 954 DB 6580 PG 1850, DB 6530 PG 1192, DEED REFERENCE: b~10 r~ (LOT Y) 2513 EASTGtIESTER OR
. $p3 x u~ / ~'•~•oJ MFR ° / • / DB 6558 PG 1845 ; PINS 00002830000?O0014
SO, le P / EIP / 2. THIS SITE 15 LOCATED IN THE OAK HOLLOW LAKE WGA, TIERS 3 d 4 II r FEET OF PUBLIC ROADWAY = 962 LF I. ALL DEVELOPMENT SHALL CONFORM WITH THE CITY c / . TOTAL LINTER / 3 -H THE CITY OF SCALE: I " - h0'
tr10N nA~ NIP THE GRANTOR, IN RECORDING THIS PLAT, DOE5 HEREBY ACKNOWL ED6E AND GRANT TO THE CITY OF H16H POINT AND IT'S 5U0CE5'50R5 NCB 4. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS TAKEN FROM SURVEY BY: HIGH POINT DEVELOPMENT ORDINANCE.
AND A551GN5 A BLANKET UTILITY EASEMENT FOR THE PURP05E OF INGRE55 AND E5RE55 TO ERECT, CON5TRUCT, OPERATE, MAINTAIN, V PATROL, IN51PECT, SERVICE, REPAIR, REMOVE AND RECONSTRUCT, UPON, ALONG, A6RO55, AND UNDER SAID PROPERTY FOR PURPOSE CPT ENGINEERING $ SURVEYING, INC. DATED 1-2006 3. SITE IS PARTIALLY LOCATED IN A FLOOD HAZARD AREA IN ACCORDANCE 2. ANY DESGREPANGIES FOUND IN THE FIELD SHALL BE LD SHALL BE DATE: 1212010rb
OF MAINTAINING ELECTRIC LINES, T015ETHER WITH ALL RIGHTS AND PRIVILEGES NECE55ARY FOR CONVENIENCE OF FULL ENJOYMENT 0 ~ WITH THE FLOOD INSURANCE RATE MAP #310113 0004 G; DATED 5-18-98. ATTENTION OF THE OWNER AND ENGINE GALLED TO THE EIP NEAREST DISTANCE TO THE FLOODWAY IS 2,000 FEET. PRIOR TO PROCEEDING WITH WORK. ? AND ENGINEER
OF USE OF SAID LINE AND RIGHT TO ENTER OVER A0JOININ6 LANDS OF GRANTOR FOR RIGHTS AND PRIVILE6E5 HEREIN GRANTED. ? TH15 EASEMENT ITSELF CON515T5 OF 5 FEET EXTENDING TO EITHER 51DE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF 4. AVERAGE SLOPE = 2•-15% PROJECT: 424.04
THE PROPERTY GRANTOR COVENANT5 AND A6REE5 NOT TO CONSTRUCT ANY STRUCTURE OR PLACE ANY PAVING OR PLANTINGS 4TACT ALL OWNERS
OTHER THAN SMALL DECORATIVE PLANTIN65I OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HEREBY GRANTED, WIT T GITY APPROVAL, ; AND THE CITY SHALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RE5TORE ANY 5UGH STRUCTURE5 OR ALL ON-SITE UTILITIES SHALL BE GONSTRUGTED TO THE CITY of r. CITY OF / 5.501E TYPES: 3. THE GENERAL CONTRACTOR SHALL CONTACT ALL 01 / / h GHEWAGLA SANDY LOAM OF EASEMENTS, UTILITIES AND RiGHT•-OF-WAY5, PUBLIC C I v,¢,YS, iaUBLIG OR DRAWN 6`l': T 6 L LEAS.
0 ER MPROVEMENTS DAMA6E11, DE5TROYED, OR REMOVED BY GRANTEE IN SERVICING, MAINTAINING, REPAIRING, OR REPLACING HIGH POINT STANDARDS. HOWEVER, ALL UTILITIES NOT LOCATED 0 0 H Ur 1T1E5. WITHIN A PUBLIC EASEMENT OR PUBLIC, RIGHT-OF--WAY SHALL BE DGATED 1 / EnI3 ENON FINE 5ANDY LOAM, 2 TO 6 PERCENT 5LOPE5 PRIVATE, PRIOR TO WORKING IN THESE AREAS. / HALL BE EnD ENON FINE SANDY LOAM, IO TO 15 PERCENT 5LOPE5
N PRIVATE WITH MAINTENANCE TO THE WATER, 5PHER AND STORM NOT ALE DRAWING FOR ACTUAL DIMENSIONS, / STORM 6. TOTAL DISTURBED AREA (LOTS W, X, Y)= 20.61 Ac.. 4, DO 50 15 A REPRODUCTION AND SUBJECT TO DISTORTION. 0IMEN5ION5, •A5 IT TORTI ON. 5HEET
a I cti SYSTEMS PROVIDED BY THE PROPERTY OWNER(). l 1. SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWER.
0 - OWN BLU DGE GOMPANIE5, INC. DATE: 9
tLL /

Y
7OP~^ 616,63 i:-~AI~ VHL~lt D .ok~L~V,r~ r„ INV. a~= 614.29
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RIGHARl7 EURMAN5K1 ~ I , \ \ ~ ~ ~ i I \ TI THE C'UU~LIG STREET \ _ \ ~r 97q UN L ~ ~ ~ ~ 5ERVIGE ~ STREET OL lu
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576° r db'~ ' ~ TOP e)-fa 3r 4a z ,4' / a w BLUE RIDE COMPANIES, INC. IV w) 814 ~ \ INNV ou(2 r 61436' 5x ca SUITE 105 INC. (LOT Y) 2513 EASTCNESTER OR
0 .26 ~ m a 5626 SAMET DRIVE, TOP= 8-M.01 ,e INV. (XT= 815.12 HIGH POINT, NC 21265 E 105 PINM 180002850000100010
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J I, THE FOLLOWING DEVELOPMENT STANDARDS SHALL APPLY TO ANY DEVELOPMENT UPON THE ZONING SITE: : ml o
/ a, NO OUTDOOR STORAGE OR OUTDOOR DISPLAY SHALL BE PERMITTED WITHIN TWO HUNDREq (200) FEET OF THE / :ET OF THE w
1 ~ ..r».- ...........,.-.-r' EASTGHESTER DRIVE RIGHT-OF-WAY LINE• . + •r'~-r""»'~~-r~^ v~~~~ N N 51G SMALL NOT HE PERMITTED. .,4r, b EO N5 z v ?
fi c. NO HIGW MAST 517E LIGHTING (TALLER THAN 30 FEET) SHALL BE PERMITTED. ALL FREE STANDING 517E LIGHTING a ITE LIGHTING SHALL Q s
~,,y~~,> ~,Y~»,~r~"' - 8E ORIENTED INWARDS 70WARg5 THE 6UkLDINGS AND RELATED PARKING AREAS ON THE PROPERTY. ~R1btlNM-rr»^'" -,,,,rte'' w, d, METAL AND VERTICAL SfDED BUILDINGS SHALL BE PROHIBITED. < p OC
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• ate, ~ ' 2. a. IMPROVEMENTS IN THE RESIDENTIAL AREA (TRACT B- GO-M g15TRIGTJ OF THE ZONING SITE SHALL ~ GONSTRUCI ^ E CON5TRUCTED uj ~7[ r(~
FI ~~R~ PPPJ ; ~ ' d' ~ GON515TENT WITH THE EASTGHESTER gRIVE CORRIDOR ARGHITEGTURAL DESIGN STANDARDS, TO INCLUDE BUILDIN ~ LUDE BUILDING LU
M ~ lF ~ ~ . !I y ~ ; COLORS USING EARTH TONES, PITCHED ROOF DESIGN, BUILDING MATERIALS TO INCLUDE BRICK OR STONE AND A s r~ I ~ , ~ I ~ ~ ~ T T R VIEW AND APPROVAL BY THE PLANNING ~ DEVELDI TONE AND HARDY 7 IG 4 DEVELOPMENT . h
i ~ I ~ ; i i ' ~ ' ,r ~ BOARD AND/OR VINYL 51DINb, AND SHALL BE SUBJ)~G 0 E y ~ ~ ~ I I eu,~?aM ~ DEPARTMENT PRIOR TO GON57RUGTION. X ~ I i t i , , ~ ~ $ I ut ~ w ~ e~ot~x Saar ne
~ / ~ ~ ce aaaro ~ ~ ~ 7 ' ~;f ,uirur~ceaxxacm ~ t ;~Y ; i i ~ i i! ~ I b. BUILDING HEICaHT RESTRIGTION5: BUILDINGS LOCATED WITHIN 1O0 FEET OF THE SOUTHERN PROPERTY LINE ABUTTiI ~ d` ~ ~ _ ~ ~ , r ~ ~ SUTTON PLACE SUBDIVI510 SHALL BE RESTRICTED TO A MAXIMUM BUILDING HEIGHT OF TWO (2) STORIES. LINE (ABUTTING THE ?RIE5.
0 ~A _ . , ~ I 1~ ~.,M , ~ ~ , a I I : - , : ' ~ ~ c. BUILDING DESIGN: BUILDINGS LOCATED WITHIN I00 FEET OF THE 50UTHERN PROPERTY LINE (ABUTTING THE 5UTTON 5 THE 5UTTON PLACE
~ ~ , / i t ! MR'.6111p.' ~ s ~r~{rr I 1 ~ 1 SUBDIVISIQN) AND WESTERN PROPERTY LANE (ABUTTING THE SUNNYVALE NEIGHBORHOOD) SMALL NOT HAVE OPEN ~ ~ !M HAVE OPEN
J / ~ KM p r L rte.. .Y~,55ff / r w --~~>,ar ~ I BALCONIES OR PATIOS PAGING THESE RESPECTIVE PROPERTY LINES, ~ W W y `r ' ~ ~ = -FI 1 F T TACK 5MALL BE REC~IIRED FOR ANY RESIDENTIAL B W y ~ W ; ~ - d. BUILDING SETBACK: A MINIMUM SEVENTY VE t 5) OD SE B :51DENTIAL BUILDING
d • f W W W r - ~6T9 w W W W W W ~ ~ `W".,"`a- ~ AND RELATED PARKING AREA CONSTRUCTED ALONG THE SOUTHERN PROPERTY BOUNDARY ABUTTING THE SUTTON 5 THE SUTTON PLACE
I W W W /j'Y tlg~WM / W W W%i/, ?~l~ -W W W /,r 1,,~~T W W W W V Y Vr W W ~ I ,1~ i W W ~/r~ti6ti<..~.'~. W W W i' SUBgiV1510N. w _.,i r. ~r X=, ~ ,-1,
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• • • • • • ~ ~W w~~W W W W w / ~ t Fy.'bWPAbF 40W W w r.~ , Aid 15TRUCTED
~ ~ ' ~M1~ « ~ , ~ W ~ % 3. a. IMPROVEMENTS IN THE OFFICE AREA (TRACT A- GO-H gISTRIGT) OF THE ZONING 517E SHALL BE CONSTRUCTED x.~~ ' ~ ~ i = ;n ~ww ~ ~ ~ IN G MPLIANGE WITW THE EASTGHESTER DRIVE GORRIpOR ARGHITEGTURAL gESIGN 57ANDARpS, AND SHALL BE . 5HALL 13E 5UBJECT
~ " ` ~ ~ ~ TO REVIEW ANq APPROVAL $Y THE PLANNING ~ DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION, ,y. ,'l ~ ~ W W W ~ w..- w w , - ~ ~ .t~ V r i ION. ~ gz: SEAL
• ~ F y W V W W W'~„ f~,r` ~ . ~ ; - a yy ~ i b. ALL L075 WITH FRONTAGE ON EASTGHESTER DRIVE SHALL HAVE A MINIMUM LOT AREA OF 30,000 SQUARE FEET /~,i W Wrr~",W,. W W W o v ,x ..W"" w "'J:.'r '2~r..~, s~ ~ 'q. ~ ~ W , W W y W ';~,,,,d,,... W 4R7T1N"~~,;>~~~k;,fv 1 r ''"i,. ~ MINIMUM LOT WIDTH C)1' 120 FEET. XGUARE FEET AND A
W W ~r; f J ~rr~i'J~11~1 .r'«+..,:i~' W Y WYI • I V W I FY~• I l% ~ W WM W J`Y~ M V w 4' / P'~ a ? i .~y L L W/ W w W W W ~~°d W r'i~l M V W W /Y W W W ~ W 4 W V y~IYMB~~<,i,.~~ ~ ~ f ~ ~ / c. NQ ROOF OR ACCENT LIGHTING SHALL BE PERMITTED. W W W ~°`I. ~ W W ~llll tAGIILt, W... ~ W I ~ / AF
• r . ~,r W w W W W W W W, « W ~„i,~,i~ r - ~ W ~QtNR W . y ~ r i GI. NO RESTAURANT USE SHALL BE LOCATED WITHIN ONE HUNDRED AND SIXTY (I60) FEET OF THE SOUTHERN BOUND »~,~,ven~amao' - '1 'iRAGrMBA 1 / ,r THE 517E (ABUTTING THE SUTTON PLACE 5UBDIVI510N). =-RN BOUNDARY OF 24407
• / ~ ` .v.. I.'I~ ! At7RB5 , a , b n+"'N'~":'~' ~ r ~ e. PARKIN N~ 4. It ` is h
> ( a ~ry r ~ j rr °~r I) PARKING SHALL NOT BE PERMITTED WITHIN THE 5TREET SETBACK ALONG EASTGHESTER DRIVE. ACCESS AND CCE55 AND ING AN.D 5TREET
II t Gora • / Ig0•~06'CO'FOZI j CIRCULATION DRIVES SHALL BE PERMITTEq WITHIN THE STREET SETBACK, SUBJECT TO THE PLANTING AND STRI ~ , . rr r YARD REC~JJIREMENTS. 1'4v
960N9! KIMaP ~ ' ~ I ~ PB. BI, PPbE AP • ' , r T , r • ~ r r 2) ONLY ONE BAY OF PARKING (DOUBLE ROW OF PARKING SPACES WITH GIRGULATION AREA IN MIDDLE) 5HALL E ~f f ~ r 2LE) SHALL BE
1;, ya}4 , ~ r , , , PERMITTED ><3ETINEIrN A BUILDING AND THE EASTGHESTER gRIVE RIGHT-OF-WAY. ONE BAY OF PARKING SHALL ~ AS N DRIVE AISLE WITH PARKING SPACE ON BOTH SIDES. ~ " ~ ~ , , ~ ~ , ~ it ~ r DEFINED 0 E S ZKIN6 5HALL BE
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• ~ •~t`' r ' r , r ~ ~ r r ! ~ ~ ~ ~ r ri / I. SITE DATA: 1' i 1RIVGt MBA ~ ,
• • xr., • a ~ 't r' ~ -s` i i ~ ' ti 1 ,,Mr ~ ~°'~'"0y~ ~ r r TOTAL ACREAGE IN LOT Y (TRACT A): 2.46q AG ~ ~ / ~ t 171'1 MbdN ~ ~
}W,yy~i:~ • ~ ~ 4~ • Hy ~~I , 6N / , a , TOTAL ACREAGE IN LOT W (TRACT B)= 20511 AG ~ f r~ , it +
_ r x~~ ~ , rr TOTAL ACREAGE: 23.000 AG (INCLUDES I.O66- AG IN R.O.W. DEpICA ~~,?oa ~1 r ~:p, ~ ~ / avc DEDICATION)
• • • w 1~ ~ , , PROPOSED USE: MULTIFAMILY APARTMENT5 1 , + , , r , ZONING; GU GO-H (CASE O6 Ob1 LO
• 1 w.~ A~~ i r r r r, ,t # ~ , r ZONING; GU GO-M (CASE 06-06) LOT W I "r ' , ~
• • • / r r r r PLAT REFERENCE: PB I61 PG b3 ~ r , r,r~ DEED REFERENCE: DB 6551 PG q54, DB 6560 PG 1650, pB 6530 PG IIg2, ,550 PG 11012,
• r , rr~ P •.,,,x i r , r,, DB bS56 G 1645
• • e r r 2• THIS 517E 15 LOCATED IN THE OAK HOLLOW LAKE WGA, TIERS 3 ~ 4 , f " ~ r/ r ~ ~ r r, 3, TOTAL LINII=R FEET OF PUBLIC ROADWAY = q62 LF R5 3 4 4
• • • r r S rrr 4, E4UNDARY AND TOPOGRAPWIG INFORMATION WAS TAKEN FROM SURVEI r ~ ~ =ROM 5URVEY BY: lu Ln
• r rr, /,rr GPT ENGINEERING 8 SURVEYING, INC. DATED 1-2006 r r; ~*r r 3. SITE 15 PARTfALLY LOGA'TEq IN A FLOOD HAZARD AREA IN AGGORgANI 1 ACCORDANCE < !
• r J' f r WITH THE FLOOD INSURANCE RATE MAP #3101(3 0004 G; DATED 5-18-a8. .D S-IS-aO. 0- LU
• ~ ~ r~ •r~~' NEAREST DI5TANGE TO THE FLODDWAY 15 2,000 FEET. 11.E 2 tSl
4, AVERAGE SLOPE = 2-15~ 5. SOIL TYPES: tu
• ~ Gh CHEWAGLA SANDY LOAM
w~~ n~ n~r~rnvPr~Pr~ EnB ENON FINE SANDY LOAM, 2 TO 6 PERCENT SLOPES G.,n ~t,1nn1 ~1u~ ~eNnv I naM In rn I~ PFi2~FN7 5! nPFS
6. TOTAL. D15TURBED AREA (LOT5 W, X, Y)= 20.61 Ac. UL "m
19. Nhite!51Mill Road lmprovement5 1. SEWAGE 015PO5AL SHALL, BE BY PL61-I6 SEWER. < CK %,)z
20. NGDOT Details OL Ml Lu ~-O l > ~b
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21. NGDOT Details CITY OF HIGH P <T-
POINT GUILFORD COUNTY
0 22. Details
23. Details N01
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JORTH CAROLINA
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(B-r: S~"'E' BLUE RIC
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v NO. TITLE
PRO-EC:T A En;M-%: (LOT W 251q EA5TC+C-STER OR
RI Retaing Wall Details 5826%( LDPER: ~.6 SAMET DRIVE, SUITE 105 0N4NER/0Ei/E MW W00265OW010OW1
g R2 Retoing Wall Details GLUE RID6E GOMPANIE51 INC,. tG. (LOT Y) 2513 EASTC+ C-STER OR
5826 SAMET DRIVE, SUITE 105 HIGH POINT, NG 21265 105 PITS 180002~"14C7010
R3 Retoing Wall Details H1( GONTAGT: JIM 6RDIGH .HIGH POINT, NC 27265 PHONE: (336) 88q-1512 SCALE. N.T.5.
R4 Retoing Wall Details DATE: 12/20/06
(336) 1=AX: {336} 58,q-1501 889~1512 S EN61NEER:
R5 Retoing Wall Details F = $2r341.50 $0.~5 X3130L Y °_YIN6, INC. PROJECT: 424.04
= R6 Retoing Wall Details W GPT EN6INEERIN6 a SURVEYING, INGHATER 0.~5 X 3 3Q LF = $2 7x.25 4400 TYNING STREET
$4148.50 HIGH POINT, W-- 21265 R A $0.50 XI L 0 D1~Y DRAWN 5Y : T6L
STORM -$07.50 X 2180 LF-$Ig0.00 CONTACT: STEVE WtE66 ~ PHONE: [phone]>800 EXT. 5I0 KT. 510
PAX: (396) 812-8'!84
DE DECEMBER 2006 TOTAL w $6 X65.25 SHEET