20001449 Ver 1_Site Plan_20030123

t • d7
aACKFiLL MIN. 8" THICK LAYER OF GRAVEL r. ~9.
4 SAX 1.33 L9/LF STEEL POST 6URIED OR 6UR1ED OR DRIVEN TO 'BURIED i0 SEEDBED PREPARATION NOTES
1.4' DEPTH OF 18" IN THE GROUND ROUND 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO 4000RDING TO
P Q ~ ~ FILTER FABRIC ~ ' t.5 MAX. PLAN, COMPLETE GRADING BEFORE PREPARING SEEDBED. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
~ ^ ~ ~ E ~ M~ " r'=te' TOPSOIL 3 DEEP ON SLOPES 2:1 OR„FLATTER. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4 TO 6 DEEP. IF SDILS ARE ^ EE AV ILABLE r RE
~ - N CDMPACTED DURING GRADING LOOSEN T4 A DEPTH OF 6 TO 8 . 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED• TO 8" BE REMOVED, i•ABLISHMENT 'F a
e ' r as MIN. ~ ~ I_ ' FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETAl10N.
~ ~ ~ V TRENCH C , 4, APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH H HIGHER THAN 6 NEED NOT BE LIMED. IF H iS NOT 3. SOILS NOT
+ COMPACTED Fl11. KNOW ,APPLY LIME ACCORDING TO SEEDING SPE~I CAT(,ONS BELOW. APPLY LIMESTONE AND INCORPORATE INTO TOP 4 TO 6 OF SOIL )NS BELOW. OF SOIL.
6 EXTENSION OF FABRIC AND AXIMUbA SLOPE LENGTH AND WIRE INTO THE TRENCH • M 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER AGCORDING ATIONS. IF ACCORDING
° sLDPE F~ WHICH SmiMENT `a, FENCE a APPLICABLE M " . ~ 1.33 ~.a/LF sTEEL PosT auRIED TO SEEDING SPECIFICATIONS BELOW. I 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION, GROOVE OR RlED ROOVE OR
2 -3 COARSE AGGREGATE g sty SLOPE LENG'Dt (tt,) FILTER FABRIC OR BURIED OR DRIVEN TO FURROW SLOPES STEEPER THAN 3:1. 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO BROUGHT TO
~ T_ U D DEPTH OF 18 IN THE GRO N GENERAL NOTES: G~ T04 JND FINAL GRADE FOR MORE THAN 30 WORKING DAYS, FOLLOW THE TEMPORARY SEEDING SPECIFlCA710NS BELOW. N THE
2 Tn li9i 7S ::i,s,il: 5 TO iDX 5D '•..',4,:. - -WIRE 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATE6 WHERE 8"'~~'~
TRAFFlC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR 1y ~ FROM APUBLIC STREET. PERMANENT SEEDING SPECIFICATIONS - S
SO ( 2. STONE TO BE 2 - 3 INCH WASHED T NE 3. THE ENTRANCE SHALL 8E MAINTAINED IN A CONDITION WHICH WILL SPECIFlCA110NS FtNt II I" I
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS sE01MENr FENCE t'AeRlc 4 LOW MAINTENANCE AREAS 44
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING GENERAL NOTES: WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR PHYSICAL PROPERTY REQUIREMENTS 1. DRAINAGE AREA SHALL BE LESS THAN 1 4 ACRE PER LOO FEET OF FENCE. STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS
U AP SEDIMENT, ~ CLEANOUT OF ANY MEASURES ~D TO TR SHED OR TRACKED ONTO PUBLIC 2. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED 1,5 FEET 4. ALL SEDIMENT SPILLED, DROPP>r0, WA DATES TYPE RATE o m co p to . .
OVED IMMEDIATELY, Fu.TERiNC EFFJt2Q~1CY 8576 (MIN.) 3, FOR REINFORCEMENT OF FABRIC, USE 14 GAUGE MESH WITH 8 SPACING, STREE75 MUST BE REM 4, CONSTRUCT FENCE FROM A CONTINUOUS ROLL, JOINTS SHALL OVERLAP BY 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT 1T~IStIE STRENGTH AT STANDARD STRENGTH- AUG, 25 -SEPT. 15 TALL FESCUE 100 LB/ACRE FEB. 15 -MAR. 21 SERICEA LESPEDEZA 3D LB/ACRE RE K RE Z co m or ~
. O TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQU{RED, AX LION 30 N. INCH IN. 4' MINIMUM. PRI R lox (M ELONGA LB N (M) 5. ?F WIRE MESH IS USED, FENCE POST SPACING MAY BE B MAXIMUM. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE KOBE LESPEQEZA 10 LB/ACRE RE 0 O co m
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. EXTRA srntrlcTH~ B. DO NOT ATTACH FABRIC TO EXISTING TREES. CE UNDER THE ENTRANCE EXIT AND 50 LB.NN.1N (MIN,) 7. INSPECT FENCES WEEKLY ANQ AFTER RAINFALL EVENTS. REPAIRS SHALL BE 6. FILTER FABRIC SHAM BE PLA D / GENTLE SLOPES, AVERAGE SOILS 0 0 o 0
ALL BE MIRAFI 500 OR (:DUAL MADE IMMEDIATELY. ~ 8. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE STORAGE SLURRY t10W RATE 0.'J GAL/5O, FT/MIN (LSRJ,} VOLUMES. 0 0
9, PREFABRICATED SILT FENCE IS NOT ACCEPTABLE. DATES TYPE RATE K a W
AUG. 25 -SEPT. 15 TALL FESCUE 80 LB ACRE / RE
w i,rrrwrrw~wr,rrrrwrrrrrrrw N,T.S. FEB. 15 -MAR. 21 SERICEA LESPEDEZA 20 LB/ACRE ' KOBE LESPEDEZA 10 L8/ACRE RE R£
N.T.S. HIGH MAINTENANCE AREAS
GENTLE SLOPES, SOILS WJTH AVERAGE OR BETTER MOISTURE, COOL SIII JRE, COOL SITES 1 • ` r
32" INLET OPENING TO BE 32" SQUARE DATES TYPE RATE SE '
.s+. C``. 9 AME AUG. 25 -SEPT. 15 BLEND OF TWO TURF-TYPE 200 - 250 LB/ACRE 12 - ` 250 LB/ACRE = = k
. W~GRATE 2 x4 WOOD iRAME TALI. FESCUES (90~ AND TWO OR MORE KENTUG Y
BLUEGRASS VARIETIES 10~)
. ....-W..,. c GENTLE SLOPES, DRIER SOILS, P YSl AL M TATIONS
1.5' MAX. ~ o . DROP INLET ~ ~ 32" DATES TYPE RATE
PIPE OUTLET TO PIPE OUTLET TO FLAT AREA WELL-DEFINER CHANNEL AUG. 25 -SEPT. 15 BLEND OF 50~ KY-31 TALL200 - 250 LB/ACRE 250 LB/ACRE
a1HER acESS ...r.~' AT CORNERS NO WELL-DEFINED CHANNEL FESCUE AND 5D~ MIXTURE OF TWO OR MORE TURF TYPE
tai. _ TALL FESCUES
~ A A A A GRASS-LINED CHANNELS, AVERAGE SOILS
a a
STAKE d do W = do+0,4xLc DATES TYPE RATE
3' WASHED TONE CONSIRUC7lON SPECIFIC! USE D o.T s 1RUCTloN SPEC1FicAT10NS: AUG. 25 - OCT: TALL FESCUE 200 LB/ACRE OR 4 - 5 LB/1000 SF /ACRE OR LB/1000 SF
FABRIC t, LAY CONCRETE BU 3" BELOW STORM I LAY CONCRETE BLOCKS ON FIRM, SMOOTH FOUNDATION EXCAVATED 3" BELOW STORM DRAIN TOP. PONCE BLOCKS AGAINST DRAIN
GRAVEL TO BE NO MORE THAN INLET FOR LATERAL GENERAL NOTES: " 2. PLACE AT LEAST I INLET F4XT LATERAL SUPPORT. GRASS-LINED CHANNELS, DRY SOILS PLACE AT iFAST ONE CONCRETE BLOCK ON ITS SIDE IN
SLOPES 3 FROM TOP OF BLOCK EACH BOTTOM Roy t. ENSURE FABRIC DQES NOT DIVERT WATER OVER CUT OR FlLL STAKE FABRIC CLOSE TO INLET TO ENSURE OVERFi.OW DIRECTLY INTO - ~ 3. PLACE WIRE MESH Z EACH BOTTOM ROW OF BLOCKS. Plan DATES TYPE RATE PLACE WIRE MESH 4HAi i/2 OPENINGS OVER ALL BLOCK OF'EPIINGS
INLET. USED FCR DRAINA4 3. FABRIC SHA1L BE PERVIOUS Nri~l, POLYESTER OR ETHYLENE YARN (60 PLACE TWO COURCES OF 4. USE D.O.T. X57 W+ usED FOR DRAINAGE, Pialn APRIL 15 -JUNE 3D COMMON BERMUDA GRASS 40 - 80 LB ACRE Oi: USE D.O.T. X57 WASHED STONE TO REDUCE FLOW RAZE BUTS ALLOW DRAINAGE. PLACE STONE ON ?:I SLOPE TO WITHIN 3 OF TOP 1 - ~ LB/i OO SF 0 LB ACRE OR X11000 SF
~•/+H MIN•)• BLOCK AROUND INLET ALLOW DRAINacE. 4. FABRIC SHA1L BE CUT FROM A CONTINUOUS ROIL TO l•3EdINATE J61NT5. FLOOD OVERFLOW ~ ~0~• 5. T~ OF FABRIC SHALL BE BELOW GROUND ELEVAIIfkJ OF DOWNSLOPE AREAS 5, ANY SOIL LEFT EX OF BLOCK. LcT ANY SOIL LEFT EXPOSED BETWEEN THE BLOCK MID CONCRETE ,
TO PREVENT BYPASS. • ' ' S 2" MESH WIRE , , DRAIN INLET SHOUT 0. FOR STAKES, USE 2x4-iNg4 W000 (PRt}'FRitEU~ OR EQUIVALENT METAL / PREVENT WASHING DRAIN INLET SHOULD BE FlL1ED WITH 3" OIAM+:'tER STONE i0 r,; ,,,,,y,,, AMENDMENTS SHALL BE APPLIED A7 THE RATE OF 4D00 LB ACRE OF GROUND PREVENT WASHING WHEN WATER FLOWS OVER BLOCKS INTO DRAIN. a fl AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-1 FERTILIZER, iE OF GROUND ZTILIZER.
WITH A MINIMUM i~NGTH OF 3 FEET. 7. SPACE STAKES EVEtQLY AROUND THE PER~IETER OF THE INLET A MAXIMUM OF 3 FEET APART, A SECURLY DRIVE THEM INTO THE BURIED .1 ~ , d o o DRY SOIL, GRASS-LINED CHANNELS SHA USE 3000 LB/ACRE OF GROUND S ~ AGRICULTURAL LIMESTONE AND 500 LB ACRE OF 10-10-i4 FERTILIZER, )F GROUND TILIZER. „
Y 18 INCHES DEEP. 4 CRUSHED I FABRIC •e'; . GROUND. APPROXIMATEL STONE 8. TO PROVIDE NtO:Dm STABILITY TO THE INSTAW1T1~1, FRAME iNT11 2 , ~o o a o 0 0 0 0 0 ,~~t~ MULCH SHALL BE APPLIED AT THE RA OF 4000 LI3 ACRE OF STRAW. o~^ , o 0 oflo d STRAW SHALL BE ANCHORED BY TACKING WITH ASPH Li: NETTING OR MULCH STRAW. NG OR MULCH
ce 4-•INCH WOOD STRIPS MOUND 111E CREST OF THE OVERFLOW AREA AT A MAxiMUM OF 1.5 FEET ABOVE THE DROP INLET CREST: =''r ill::?~; ';1 - , ~ ; • o FILTER ANCHORING TOOL JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS BLANKET LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. IN GRASS
1i. PLACE THE BOTTOM 12 FICHES OF THE FABRIC IN A TRENCH AND BACKFlLL THE ~ • ?~?,D;,I - I 4 ' TRENCH VATH AT LEAST 4 FICHES QF CRUSHED STONE OR 12 INCHES OR ~ •,s~,li • D~ . _ t MIN. -111=~ I --l I ~I I I' I I--- I--I I A . COMPACTE6 S I I I (-I FILTER
t0. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST BE ' ~ ~ ' d • • • ' • ' PLACE AT LEAST ONE SLOCK ON lT5 SIDE OVERLAPPED TD THE NEXT STAKE. • I - • • • 'p • IN EACH BOTTOM ROW FOR DRAINAGE IDE Section AA BLANKET TEMPORARY SEEDING SPECIFICAl10N5 - 5
11. THE TOP. OF THE FRAhIE Aid FABRIC MUST BE WELL BELOW THE GROUND I~ I~ I I- • 'I I I _ , ELEVATION DOWNSLOAE FROM THE DROP WIFT TO KEEP RUNOFF FROM T =I I ' -il-I I I , Section AA DATES TYPE RA AMENDMENTS ~MENTS
BYAASSING 1HE INLEK tT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON .....1 ~j d 'DIE DOWN SLOPE SIDE OF THE 5TRUCNRE, I I ._I I I-I I ' n-r D JAN. 1 -MAY 1 RYE GRAIN i20 LB ACRE 2000 LB ACRE GROU ~ ~ / GENERAL NOTES: FEB. 15 -MAR. 21 ANNUAL LESPEDExA 50 LB/ACRE AGRICUL RAL LIME- LB//ACRE GROUND )LTURAL LIME--
OR OB STONE AND 750 LB/ I AP APRON. L E ACRE OF 1D-10-i0 1. La CIS THE LFNCTH OF THE R P T DIAMETER BUT NOT LESS THAN TB" FERTILIZER AND 70 10 OF i0-110-10-10
2. d l,b TIM£S THE MAXIMUM S ONE 3, IN A WELL-DEFlNED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO IZER O
AN ELEYATlON OF 6" ABOVE THE MAXIMUM TAILWATt'R DEPTH OR TO THE TOP DATES _ TYPE RA AMENDMENTS OF THE BANK, WHICHEVER .IS LESS. BLANKET OR FlLT'ER FABRIC SHOULb BE INSTALLED BETWEEN .THE MAY 1 -AUG. 15 GERMAN MILLET 4D LB ACRE 2000 LB ACRE GROU ~MENTS LBACRE GROUND
N.T:5. + A Fp.TER / T S RIP RAP ANO SOIL FOUNDATION. AGRICUL RAL LIME- N 5. COMPACT ANY REQUIRED FILL t0 DENSITY OF SURROUNDING UNDISTURBED S70NE AND 754 LB/ 1L RAL LIME- AND 750 LB/
MATERIAL ACRE OF 10-t0-10 6. RIP RAP MAY BE fl0.DSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD. FERTILIZER OF 10-10-10 IZER4~ V 1 z
GENERAL NOTES ANGULAR AND WELL-GRADF~. 7. CONSTRUCT APRON A7 ZEEIO GRADE TOP OF RIp RAP ~1ALL BE W1 DATES 'T'YPE AMENDMENTS iMENTS O
s'-i4" CLA55 B tc AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY ~O{y 5 EROSION CONTR01. VEc;ETA1ON AND ROOT MAT: THE RF.CEINNG CHANNEL OR SLIGHTLY LOWER. B. AuGN APRON WITH RECEIt~NG CHANN0. OR STREAM. ASSURE APRON IS AUG. 15 -DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB ACRE GROU STRAIGHT THROUGHOUT ITS LENGTH. AGRICUL RAL LIME- LB/ACRE GROUND
'1,, t FT: LAYER OF MIN, ~ 2. FILL ~?ATERIAL FOR 1HE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER T/2`-3/4" AGGREGATE t FREEBOARD WOGD/~~GE1'ATION AS 14EU, A5 OVER-51ZED STONES, ROCKS, ORGANIC ' (N.C. DOT ~5) MATERIAL OR OTHER QBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE . 9. END WIDTH OF APRON TO BE EQUAL TO YdDTH Of REC4VING CHANNEL STONE AND 10D0 LB, JL RAL LIME- AND 1000 LB/
COMPACTED.IN NOT.GREATER THAN 9" LIFTS BY TRAVERSING MATH t80D CU.Fr./ACRE EOUPMENr. ~;15lDE ACRE OF 10-10-10 FERTILIZER IZER 0-10--10
MAX. 3, SEDIMENT SHALL BE REMOVED ANO TRAP RESTORED TO IT ORIGINAL SLOPE MAX. CLASS $ ER tdlN. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO T/2 THE DESIGN CLASS $ EROSION CONTROL STONE NOTE: - KEYWAY FOR FLARED ENO SECTION, SEE STANDARD DETAIL 7iG 8 MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB ACRE STRAW.
' MIN. t,5 DEPTH OF THE TRAP. THIS DEPTH SHALL• 8E MARKED =1N .THE Ftt:LD. 4. RI:hdOVEO SEDIMENT SHALL BE PLACED !N A DESIGNATED DISPOSAL AREA AND PER CITY OF GASTONIA PUBLIC WORKS STANDARD DETAILS. STRAW SHALL BE ANCHORED BY TACKING WITH ASPH LT. NETTING OR MULCH 2:1 SIDE ING OR MULCH
PROTECTED AGAINST EROSION. WEIR LI=NGTH CLEAti OUT STAKE fillER FABRIC SLOPE MAX. ANCHORING TOOL GRADED SLOP' AND FILLS -THE ANGLE FOR GRADED SLOPES AND FILLS AND FILLS
AXIM M LEVEL OF SEDIMENT 5. 1HE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN COLLECTm CLEAN BASIN QUT 6, STONES SHALL BE AiACHINE PLACED AND SHOULD BE HARD, ANGULAR AND ( N WEATHER RESISTANT. ~iCC ANN THE ANGLE WHICH CAN BE RETAIN£Q BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR I£D BY ACES OR
WHEN THIS LEV~t. REACHED CRASS S~CTIQ 7, EMERGENCY SPILLWAY SHALL BE DIRECTED TO NATURAL, STABLE AREAS 8. ALL CUT AND FILL SLOPES SHALL BE 2.t OR FLATTER. O STRUCTURES. iN ANY EVENT SLOPES LEFT EXPOSED SHALL, WITHIN 30 N.T'.5. WORKING PAYS OF COMPLET1dN OF ANY PHASE OF GRADING BE PLANTED OR THIN 30 PLANTED OR /""1
9, ALL DISTURBED AREAS SHALL Bf STABIUTEO IMMEDIATELY UPON ///%j~ ~ 2' MIN, COMPLE'DON OF CONSTRUCTION OF THE BASIN. O i OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT 70 RESTRAIN EROSION. URES 0
10, TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH REPAIRS MADE AS NECESSARY, @~'~` ~~~i ,r _ ~~i~ ~~V ^ GROUND COVER GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING Dp 5 WORKING DAYS ` d
DESTt'rrl ~t0{y 5Ei'IIED TQP /~~`~l///Q~ ~ RFI ~ DESIGN ToP WIDTH 2-D FOLLOWING COMPLE114N OF ANY PH. AN 3D CALENDAR DAYS, G OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN REASF WITHIN I.-I
s ovE LL s ~ FOR SETIIEMEN ~ 15 WORKING DAYS QR NO MORE THAN 90 CALENDAR DAYS FOLLOWING 4" FREEBOARE} nor SETTLEMENT COMPLETION OF CONSTRUCTION OR DEVELOPMENT. .OWING z v.
Spp~ / 51LT FENCE t' MIN. ~ M~r~ FILTER FABRIC / r ~ UNDlSIURBED SOIL FLOW - 0 w
/ ^:J.• L (t0' BINS ~,...r.. fq~m ` w r... ,..r.... w` . . ~ ~t
~ !S' MAX. ~E SAX. FILL. ZT TS" MIN. I' • . . PROTECTED KEYWAY '~'~rMV~ - , • I I "i i ' AREA _ _ ~ _ I~~ _
1 I ice" \ ST~NF CROSS SECTION I- 1 r~o~ ~~~t~~iii~~~i-iii-ii~.;.i~~iii~i i,~iiimi~i~Lmi~ -,iii i~i~-,i~r i-,~ii~ii~
I„%~ FILTER FABRIC-j '""~T' MW.}~ _ . _ - _ _ _ ~ w _ . . _ ! ~I I I I I~.,i.~=1~_i l~l~i ~ ~I a 1=~~11, i I-I i i I~I ~ ~I,~
NATURAL GROUNR X57 WASHED STONE I- I I-III--•I I-I ! I-- I I--III-I I-- I---1 11-••I i I-111- I I-I 11-I I l--III-III-- I~-I i h-i I I- ~-~fl-III- I U I I
12 THICK MIN. STpN~ SECTION Em=4.
PER5PEC`RVE VIEW ~iY 46' MINIMUM 5 MIN, y NOTES: BUILD RIDGE HIGHER THAN DESIGN ANO COMPACT WITH WHEELS OF Cf) H
SF 3.5' CF SPILLWAY CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST AT OR ABOVE [}ESIGN 3,5' CREST ELEV.
2 3 GRADE AT ALL POINTS. 3 ~ ~ CHANNEL MUST BECONSTRUCTED ON DESIGN GRADE.
~ z t 1 DRAINAGE DENUDED SEDIMENT BASIN VOLUME BASIN 10 YEAR SPILLWAY FREE- DIMENSIONS ~ ~ ROCK APRON AT TOE OF OAM ~ . ~ CLASS t EROSION CONTROL STONE
AREA AREA AREA REQUIRED PROVIDED TOP DEPTH RUNOFF (CFSj DIMENSION BOARD BOTTOM (ACRES) (ACRI:s) (cuelc FT.j (cuBlc FT.) cox ~ LEAVE SUFFiCENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING, 1,5 MIN.
Rp1AVE SEpiMENT AY 2' DEPTH . .
- s i r ~ ? r ~ ~ ' - - 0, 1 738 784 4 2.02 10 x 1 7'X16 14X32 .,J 757 1 8 41 4 1 ~
T 0.31 0.31 5S8 596 4' 1.53 10' X 1' 6'X15' 12'X30' FlLTER FABRIC TS 2 t --r.. 3' .w._- UNpiSTiJRBED SOIL N.T.S, pW8f510n ~ [stand over m t min over inlet
KEY WAY MIN. l t~lke . 1 ar."y1.1f~i, ,d~ r ri
TST 3 0.67 0.67 1,206 1,216 4° 3.30 10' x t' 1' 1O'X16' 24'X32' CLA CLASS B EROSION CONTROL STONE ,~~,:~e~' +".:')~rd+~a'~ t?1in Hold c~wn stakes, " , , .,~.r,,,~.;; t,, ~ y+ 1.5' min
, r r , r ~ ~ ~ CROSS SECTION 75r 4 D.6t 0.61 1,098 1,146 4 3, 00 10 X 1 1 9X17 t 8X34 ' . , ~ y
GRAVEL FACING . ' ~ ' ~ ~ w~
- 1062 1472 2.90 10' X t' 9'X16' 18'X32' 757 5 0.59 0.59 4 1 q ~ °,I .1. ~ r wa.w. ST UCTU 0 E 5 AL • : Le'i
TRD--6 8.75 6.87 12,046 12,034 4' 43.06 15' x 1' t' 25'X53' 50'X106' - ~ . CIrLkSS 8~ 5T0 £ FQft t~0'SIAN SSLTFr'IaCE •5It.1FEtaCE~ ~ Ct~ROL PURPOS ~ w I~ nir~t a , I
~04 . ~ .w.._ 10 s acln f ~ ~ ~ .s~~t ~I:rrt carrma srar~r+ sH~.~. .'1 . -..-~i7i i 1 tr.~..'fiT
4 0 • f;~ sao.s aR r~o,~ sTawlW. , . • • „ ~ 1
SPILLWAY WIDTK ma FLOW , --ICS , ' ~ ~ ~ ,
0 a ~ • . _ • Plastic ror ~r~v ' , ~ corru at~~d ~ ~
Lt"VEL APRON ~ '1 . ~ E11 e ~
51l.T~~hCE ~ t ( lop of Of
• slLr~~l~ce stLTTENr.E, , ~ hand~mp~cted r J-conipoOod
I I I • ~ ~ ~ III r?stand} ~ p I~, f stand)
ROCK ABUTMENT , f Stablilze , , 7opof 4 min . t ° l ~ dSverslon
5' MIN. • d ~ I outlet ~ ~ : k.ii r i~,. ',d"I.~l~*u~ n r1 jy i i r i• ~ ~ +y '~ri+ua.~: ~ ,tip i. VrJ IIH) {fir At ur g 4 , n
..YY ~~qqMM ~ ~ 1 "I INi tits', ~~~1,., 1~~ ie s•i.'h'rHi {4i ii i °
PLAN VIEW JGltyl ' ~ , GQiaT tJC'UJI~JtI. ~1131~91 , ~.y „ 'i' : , ~t , ,',k-rl. !I 1....11 j co ~I tTt j: CI- 0
sT aE ,~IYytar: t-~ u~a. 4' mtn I~var~on tE t ~ ~ i
'CR055 SECflpti ~0lCI'. Y{~.W ~ • Level sscilan _ _ _
FQ tta ~ ~ ~ r
jS 4) Aq~• iii ~
N.7.s. N.T.S, N,T,S. 4
AaAcna~cn

_ _ ~ I r / 1 to r t r r o / ~ ,
?"r r f r r/r r . / I rr • r J 1 / r \ / / . n ~ I 1 ~ ~ ,r i i i , l I I I I ~ ® i i, i , !I , i / 1 i '1 \ I i \ i , i I I , ~ # t l 1 i
r / I / / f r r f ~ t \ .r / , I I I 1 -114 r
r , r I ! / 7 ! i t ~ 5 \ N~ ~ t i V ~ r , ~ t r Y I p e r l ~ ? j ,f t ~ ~ I ~ ,f I l r i M 'v
r r /t r ,r r r ~ ~ ti/ cP r r`r I t 1 ? t I r t r \ f l ~ ~ ~~8 ! k cP I i k i I \ ~ 11 , I I I 1 1 ~ , ,
' ? I r t r r r r r r r r ~E7~•' t t 5 I / Ii i•1 ; r 1 ,r , f 7 ~ / 1 ! t eF . i + j r e f 185 ; ' ' t. e . ~ / i I ~ I , I , ' ! , # 1. OBTAW GRADING PERMIT AND A!1 OTHER APPLICABLE t 't 1 t 1 / s , i ` .1 t, , , ~ ! PERMITS PRIOR TO ANY LAND DISTURBWG ACTIVITY. ABLE q, ' 41, Grp . PITY.
t t t ~ I rr / •''r r•r'r ' I t . } / ~ I I ~ f ti / ( r t i i ~ I of f , • { I / r r• ( f ~ ~ , i i • \ ° ` •1, , i ~ i,1 ' 'i~ - , 250 , { E ; ~ . , . , , 2 SCHEDULE A PRE CONSTRUCTION CONFERENCE WITH THE N'p + ITH THE 'ANCE .
\ ,,r ! r i 1 ( I ~ '1 \f i 1 I 1 1 t 1e / ~ \ \ 5t i / ~ : 5 d 1 ~ ~ I • \ ! I ~ ~ . 0 Alt CO CTORS FOR L ND DISTURBANCE ~ , , _ , t, , WNER, NTRA A
r''" I l 1 i. i I { t t 5 • r 1 i i i t~4 l 5 r 5g, 1 / '1 q6~ ~ t t ! / O r 1 t , / 1 ti • ,r I r ~ •5 1 ~ / /i. ' ~ ~ • , ' ~ D OR EROSIO 0 OL AND EROSION CONTROL e ( , J AN / N C NTR , ITROL
r% ~ r i . t f i~ 1 i 1 \ I 1 ~ t / r I• I I i r-... \ 'b°'~ _ •'r r r r ) r ( 1 y , 1 r' I I ® \ 4 . ~y'i, •t , 'i 1 t ~ l ( t \ 1 1 , . , 1 , ; ~ ~ ' ' AUTHORITY PERSONNEL TO .DISCUSS THE PRO ECT AND , t i 1 ! r AND
f S 1 r• \ 1 / r a ~ t t` 1 1 i 1 ~ ~ r/ ~ I r r r i ( t i 1 1 i I• , r~ I I 1 ' ' / ` ~y'~ ! i I r ~ •ti. 1 t f';P 'I ~,y, ~ 1 I , 1 , e \ , ~ t ~ .r. , ' I , ' \ ~ ti THE EROSION CONTROL PLAN. ~ ~ . ` ~ 4
~ I ~ , I 3. LAG THE CONSTRUCTIO ti.t TS A MARK ANY TREES Y TREES,
, ! r,. . I^ ~ l rr r ~ ( l t i f 1 I i, 170 . ~ 1 1 i / ~ ~ / ~ ~ ' \ I G 5 CTUR 0 D 0 / / , , ( r' I i ~ ti \ I WETLANDS OR EXISTIN TRU ESN TE T REMAW. REMAIN. ;
r _ - ! 1 i j r r. r 1 , ( 1 V~, ti i / / i I , 1 e ~ t 't I~ i,~ yq~ / -~1 ~ ' ' I I I ' I ~ 4. S BILIIZE CO STRLICTIO ESSES CONSTRUCTION / r ~ r ~ ! ~ ~ I I • \'t TA N N ACC , •ti..1 y r. I ( ~ ~ i\;i Iii ,I , _ ~ ~ r , ~ , T. . r ; . ~ J ROUTES AND EQUIPMENT PARKING AREA WITH GRAVEL AND ION RAVEL AND
r r i j r r ' r \ r ! I a ~ 1 ~f i 1 S E / i r~ - - t/ ~ f r j ~ I l / ~ ~ ~ I \ r ~ ~ r C / t I I 1 ~ / ~ ! ~ ~ \ ~ ~ t ~ . \ ~ ' , TEMPORARY VEGETATION. • ~ i ,
r' . r f / r t I I 1 ~ , 5 ®r r i t I ' ~ i fa / r f 1 • r l ! ( I 0 ' ! ' .,y. _ I t aW t / , r 1 ; 1, ~ ~ a . , \ I 5, INSTALL ROCK AM AN T MPORARY SE IMENT BASINS BASINS,
r f /r / ,r I I I ti 1 IJ.rt} / 1 f i / " + ! i , , r I 1 1 f r 4~ / 242 / ' 7 t r r r r i r r I ~ w - ~ I } t, t ~ / r' r 1 1 r 242 , / ~ ~ , ~ 's, ( ~ i ; f I ~ e _ _ ~ , R,r-.,;,;~,, = r AND ANY EROSION CONTROL MEASURES AND DEVICES AS :VICES AS
• •;I/' / r' / ' ~ r r I ti t \ I 'k ~ r rr l 1 t r i l/ f r I ' ~ / I12 l e ` tf1~ ~ i t t ~ / _ I i ' ~ , r ' ~ . ~ ~ ' . I - ~ ~ I i , ~ f r~ WDICATED CtN PLANS. BASIN SHALL BE SEEDED WITFUN ' ` \ ~ ~ ITHIN
! r ~ ~ / r ~ ? ~ I i 1 f r~•~ t C RA , ' • ~ ' / ~ ' + 15 DAYS. )P INLET i/ , ~ , . j 8 , I , • . , .
v r t f ~ I j tl ~ , , r , •Y =~{5 I g ` CTiO ' i , t , - 6. WSTALL SEDIMENT FENCE AS INDICATED ON PLAN AS CTiO , ~ a , ( ~ ~ f \ - I 1 , AS g
/ / ,y~ , j! r f 5 . ,4 r ' I i f 7 f r e r i i 243 ~ ~ ~ ' la r RE UIRED.
1 t r / i ! f 1 ~Y~ ~ ~ ~ i I I ~ f r 4iF ~ 1 Ta . - ~ , , , 7. WHERE NECESSARY, STABILIZE ALL STREAMBANKS AS EARLY • ; . ? ~ w ~ ~ ~ • . AS POSSIBLE. WSTALL PRINCIPLE STORM DRAINS, CHANNELS, AS EARLY cn K ;hIANNELS, m
. rd , r yl ~ ur; ~ 174 ~ , , , r ~ ~ I t 1 i r ~ ~ r r \ r . ~ ~ ~ I ~ - _ ~ t r ~ I t ' • , ; • , ~ 1 WLET AND OUTLET PROTECTION. U co m OR
i r` ( i " i I ( ~ i I ti~ ~ '4'a ~ I 1 WA~~i t r ~ r t., r~ E r I r td ; i i y , / o E 244 ~.I 8. APPLY TEMPORARY AND PERMANENT STABILIZATIONS, DNS; z o o m rn
.•i , ~ i t i y'; i I t ~ l i I 5 r r• 3aF~ i 65i-. ~ 1 ? ! . . , _ ~ / ' • , SODDINGS, MULCHING, AND RIPRAP ON ALL DISTURBED URBED o t. r• o 0
I i h ~ X75 ' / ~ 1 5 . ~ ~a % 1 I f l t i t ~ ~ ~ ,y, j , i I 1 0 i f5 ' , AREAS, GRADED SLOPES, FILLS AND FLAT AREAS ARE TO 245 ~ ~ , kRE TO z q q r• o a
o/ i i ~ , 1 t j t ' / / ~ ' ~1 ' ~1,/ ' ~ t i k l E 1 t i 1 i~ , • , 1 i I•, ' , BE STABILIZED WITHIN 15 DAYS ONCE COMPLETED. • 246 ~ , , , - ~ cNr ~a ~w
1 ~ I# I 1 1 \ t tt i n' h , t ~ p , , ' 9, . REMOVE TEMPORARY DIVERSION DITCHES W ROADWAY ~ U o ,e . Co S I DWAY
1 / I r t / ~ • , , , . ' ~ ' ~ , BEFORE CONSTRUCTION OF ROADWAY,
, 1 , I I ti t 1 1 w ~ t ' ` ~ ~ 1 ; • ; ~ 1 ' , i0, STABILIZE ALL OPEN AREAS TOPSOILS AND LANDSCAPE WITf~ • ~ 1 , - . , ~ ~ - ; , . , • ~ TREES, SHRUBS, SEEDING, ETC. SCAPE WITH ~%%tlllllr~ttt ~0
~ ; 'r ` ~ i ' t ~ ~y • ~ 5 i ~ i n°• rr tt"~ rr \ 1 i . a r ~ , ~ T ~ , U .I,',. 1 / , , , , ~ i1. REFER TO BIORETENTION BASIN CONSTRUCTION SPECIFiCATIOP ?ECIFICATIONS s s~
1 ~ i~.r` r / ~h• ~ , ti Y e ~ 1 i ~t~q,Lx° 1 r \ 5 i i 1 i . R11K62' 9 • ~ _ _ , ; { ~ ~ IN¦62 6 '1 AND SEQUENCE. THE CONTRACTOR Wll1 BE RESPONSIBLE TO o 'ONSIBLE TO
I i , li ~ , , ~ t/ tip ~ ~ \ ; 1 i 5 , / , , . _ - ,f ' r ,flr, , , ~ ' , ' t ; PROTECT BIORETENTION BASIS AFTER SITE STABILIZATION cic ZATION
I I + ' . °J' \ p'S I~ t~ - ti \ ~ by I - . , , ' ~ 1 AND BASW CONSTRUCTION PRiOR TO FINAL ACCEPTANCE B 11 EPTANCE BY C3
• ' - _ . r 'i I; / ! ' OWNER, ant
1 { 5 - ' \ 5 1 t . e , / ni"' t / ter` ~ ~ \ r I ~ l r 1 ' r I i ~ , ~ '~a' , .-""rte.. , h , ! I ~ ~ ~ p' t ' 4 + / - ' • sw , _ ..a 4,4 r".~ ~ ; ~ ~ ~ i2 ONCE SITE IS STABILIZED CONTRACTOR SHALL INSURE THAT x ~ r i~. / o / ~ ~ / 1 \ r k / o ~ rf t g ' t r ( ~ ~ A i. SURE THAT ~~'FNG IN~~.'~C~~~•`~ z
, . ~ t ; •,M ' x' 1 + ' 1 ( ~ ~f1 655.15 E r r , ' k x'? / : : • / ' • . / • ; ~ _ ~ ' ' ; ( ~ ALL BMP STRUCTURES ARE RESTORED TO FII~lAI. DESIGN s<g • . t ~ }ESIGN
\ _ _ y~ I I ' / ~q~ 1' .,t ~ s~5.+;a ~ ~ \ tax ~ a' ' • f ti~ - / ' - - GRADES AND HAVE FULL CAPACITY. 4 ' r , ~ A - ,l + S 5 OLT C EC / 4~. ( ~ 13. ERO ION CONTROL DEVICES H LD BE H KED 4 t , r I l , M6
r - the S t i a~ r`f~ ~ ! \ / , -~j r . r, ~,t3 1 ` ~ J , r r { I ~ 640 / • ~ , - • ,,.r _ 1 t ' I j / ~ , ' ~ ~ , PERIODICALLY AND AFTER EARLY MA OR STORM EVENT. i ~ f I~ , s' ( EVENT.
_ _ I 1 t _ - ~ I 1 i~ 1 S 1 r X~ ~ r r i a I , / ' , RIM~4 .e4 , ~ ~ ANY FAILURES ARE FOUND THEY SHOULD BE REPAIR® f ~ I I I V , + fb % ; r . Ik¦621.33 =6~4 ii EPAIRED
1 ~ 1N + - ~ ! OUT•62!•13 " j° a . 1 r r . i i ! ~ ! :,i¦"'~ ~ ' OUT¦6 27 ~ I 1 I AS SOON AS POSSIBLE,
_ :r r -~.,.:nn•Sl 1,f•~~•~"i ~f7.~•7j rye, 1r• 1'il, \ S 'i t, tt ; y1 ~ ~ - ^r•" i/., q. I I rr 1 ~.nrf • ` i \ \ e 5 1 / 1 5 \ 1(p;~ ~ ' - ~ r r t ~ 1'J rr • \ \'~n \ r•'• ~ r f f I ~ r - - , • ~ ' , 14. MAINTENANCE WSPECT10NS SHALL BE PERFORMED WEEK[.Y LACK % s r %/,r / / ~ i WEEKLY
r*°'~ ~ \ ~ ~ \ ~ ~ - - 653. / I ' ~ • , (~p.~ ~ , _ - e r. , ; , , , , . , - ~ ~ ~ , , AND AFTER RAWFALL REPAIRS SHAll. BE PERFORM i, . , ~ . A r / I , 1ED .
? ` ~'a+ , ~ y , t ,~;4 Ifs \ ~ ' E , - ~ , OTECTI ~ 'j • . / , I , ~ IMMEDIATELY. REFERENCE NORTH CAROLINA EROSION AND , '1 ~ / r I I ~ , ION AND J
' L r r / r • , ' . , I SEDIMENTATION CONTROL MANUAL SECTIONS 6.Oi - 6.02 F0. 1 t ~ I ! ~ / / l r, r , li - 6.02 FOR ~r Y
" _ .•1 t r1 w r +'~p ,r \ _ .t • r• / 1 r 1 t ,r'" ..Mr7!! a q1~ \ \ e 5,+~ A~1,, I r 'r \ r - _ " ~r~. ~_-.,`f_-.~ ' I , ~ fr/r / , I ~ , , ADDITIONAL INFORMATION. ' , . • ~ _ ' r j , / 15. REMOVE ALL EROSION CONTROL MEASURES AFTER .ALL AREA R ALL AREAS
NVMIISU 'N' "Il r . . / N'Y w 1 Ml\~ 'r;. t. 't ` / ~y~n y ,tll'. R f ~ I Jr' r...~ w ¢ t t 1 t \ \ \ \ T~ r• . 650. ~tt\.lf ~ ~ ! / ° r • / / ~ ' / . / ~ ; ~ ~ THEY SERVE HAVE BEEN PERMANENTLY STABILIZED. r ~ t %6, .~r'~
. t 1 t ~ ' / . / ~ ~ : 16. NO ENCROACI-~~hENT OR WORK iS TO BE DONE WlTI-EN THE r # if r r' / ~ , { ~ % lice' ~ •r ~yt~ r WITHIN THE
J~ 1 r e \ t . t y i ~ ~ , ~~t_ _ . - r REGULATED WETLANDS UNTIL All. PERMITS HAVE BEEN iSSUEI7 BEEN ISSUED
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ONTWt~ .~31N3 AT A~~1~;asI~PAR1311~ RE.S~~TS BACK OF GLITTER LACK OF WALK r„,~, Mra~t,,, canl~ o~ A B C b;, V7 RADIU5
OP ACCE~MI.~ ACE$ ACtESSp.~ ACES REGti7~ "~'s~ ~ ~ t;PACE9 10 9' AN AC `~a5t' ~°1'~ QD ~ ® ~ ~ ~B RESERVED p~~p~~~p aQ 3 RADRJS e PARKING flUll1u11i kUfC~ AEARKINOD V~ RADIUS j/a'
t TO 7S 1 I SEA 6TGi NO 76 TO SO ? I ~ R7-t t~9 17x19" t~ ~ t2'i19' autura ~,a 'ya+ SIFZFACE OF C~CI'fS'R . f M .
DkT~ PLANTING STRIP FRONT OF WALK ~ To a5 s 1 1 AIL tnd9° AOC i ~T•8 t Rl•D ruttNOte J7N9' rj' i v ..,Y ' ° , 4. • 4. ~ ,J . ~ • ?4 • ' • ~ ~ • ® ,q SNWa. i£ tdlX7rtE0 a7 7 Fi~T FitOM 6RADC ?o~clNO , ° ~ 4 : ' , ~ • ' a
EXP. Jo~NT m m ~ . JOINT 76 TO 100 4 t 101 TO ISO 5 1 ro aortal ~ eF sxx~ Face a~trrn~ . ,1w„, 7" a . • ; MCIMt`10 JAI( CAN ~ GELD TO ONLY b ! • ' ° , ~ . ° t • ' 4 , . A. ~ + y, ' 9Pk~7PFLACFDNaNARPA6e1Y~! _ ' '4r, ~ a 'd' o
SID>=WALK--..,,~ ~ m ~ a ` w,~ BACK OF GUTTER sa ro soo a 1 Acca?ssas tiQE'NAIk F N Ni1t31 ',q, . t ' + ~ t '4 ' 4., , . PF~S'tRIAt,1S ~ NOT 0 70 USE ' ' ' 4 , , rAN ACCK8SI8rl.E ~ tIAXIMUt# ply QA
y ~ y y W A ~Y y y y Sq T4 400 8 t A tNE our oR E'4EAY ea~rt 48 ~ 7t} lNil~l. ON tDFQRM 7RAFf•Jr txNtAd. t7EVIC~S tM,JtCt)i t PAN~•Yi S16N PENALTY U( OF ENEA'f t3f~tf ~ S'ACES tBUf ~DCfli ~ ~'~A ATX7N~ CAI2ClJ~tA j 2S0
y `~--I''y y y y y Gl,jTi'Ef? LIP as so 00o Q s ao7 tr:ss ,?uw cn~, ~ ~z ~s t?uw cne, a t to ea vAN Act~~, llAAxillUAi TANDAR R AND T7~R A t' ACCtwSS61E Rt7tJIG' IS A RAID SCErrAiK Ala 1184 )n-~ KII $~~~.~'~iV~ MA~1k~NG~ RMK~'S Ate pC-AIR~ AT LOADr~ 7:OfE W2E0. P; z~ >!r>,~' .IO~Fr Fu.~Z
~ Ta Joao n aP Tarty. ac I.cES ~At~ ~',~RKING S~AC~ ~
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a; ~f~ SLC~'E "Au 12+I wl I,f4 yl; ~ 9 . R 25 RADI ADIUS
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. ,CAMP WITN.~,'~A~ I~N_G STRIP m ~ ,1.. ACCESSIBLE „4.• 4 ` ' ~ ' ~ RADIUS o m
414 ui n~ SACK OF WALK { ~ a• trn~rw . , wa w t+fA)itllUN , +s • .,.ti t, ~,A rr 1.. j PENALLY •r-(~AiN R'FAp d ~ ' S : e • ' i ` ' ' a In
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VOIV 111 N.J4. ~OI!'11 A .lr 141.' BACK aF ~1 IMI~ h1411W11<f1 Y1.F1{j.1ry.Wl/.IN.ll. illt{{WfA.lf4~{II{d Lfi{~ IN4.f J11 L11J1~~{?i{1111411Ay11AN.114~L~1N~ll~liili(~i11.1A) ~ A 8 AND G $ ~ J -6 IVIE°0~ ~ CUR LITTER yrlx.N~I1:111M1i~i..IA) f 11
caace w M®I try I.At~5 ARE SLOPED 2 -0 VALLEY GUTTER ~p T4 ~ USED AN5 FROM fSI.ADD OR AS SPECIFY 8Y TF~ APPROPRIATE i N 4 0 a a Z N c"
FRONT OF WALK A PLANTING CITYfCOUNTY ~IG~SEZiNG DEPT. ~I ( t l f o a w ' a
STRIP SIDEW FLACK OF GUTTER u7.1~ t.n~•~+ ~ aacxGAOtriy -rule
,y ,JOINT v. EXP. JQIM'----_.,, pp ~ m ca,~+a~s a~ 1~QI~! COTES;
~ y y ~ A a C O E i' a N d K L 1 apRCF~ • A7~ ~ P~ ~ACZ~AM~ATY o - rM,e ~atxa vAN Baca 1 CONTRACTION JOINTS SHALL. BE SPACED AT 10-FOOT WTERVAtS. FOR VALLEY GUTTER,
JI ~Y f2 8 9J8 3t8 W2 W?O Itz D 2~Ui 4 FY1 ~V ~Y ~Y A W y V/ • 41~GLINAY AptiYJSSRA'IiCNI1SD0tf u~ A t5-FOOT SPACWG MAY BE USED WHEN A MACHWE USG?. JOWT SPACWG MAY BE ALTERED LlZi3~ swat. srAYUt~ zo~a BY TF~ ENGINEER TO PREVENT UNCONTROLLED CRACKING. .
y A •a-- ~b SB1r~ D terleA6 G~ LIP p~.yyppyg amp a s7° 2. CONTRAC110N jOWTS MAY BE WSTALI.ED BY THE USE OF TEMPIA'tE,S OR FORMED BY OTI°~ER APPROVED MFIIIODS. CZ=
5L!'PI.EMEN"('Al, ACCESS~LE SIGN fR7-8pl °F'~ x1940 WHERE SUCH JOWTS ARE NOT FORMED BY 'TEMPLATES, A MIMMUM DEPTH OF Z i/2" SHALL BE OBTAINED. Sal 5l.~~ll~MA~. ACCES5I~.E 5(GN tR7-8D) 3. ALL EXPANSION JOINTS SHAH BE SPACED AT 90 FOOT WTERVAES, AND ADJACENT TO ALL. RIGID OBJECTS.
F~.C3WLINE OINTS SHALL MATCH LOCATIONS WITH JOINTS W ABUTTWG S®EWALK. 1 d ~ 211 4 c~
4, CONCRETE COMPRESSNE STRENGTH SHAH BE 3fi0D P,S.L 1N 28 DAYS. 5. CURB SHALL BE DEPRES5ED AT WTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS,
b. TOP 6" OF SUBGRADE BENEATH THE CURB AID GUTTER SHAt!« BE COMPACTED TO tOQ% STANDARD PROCTOR DENSITY. ENSITY. ~ .~'••FNGINs~F;.~~`Y Z
2'-~r ~°-0* ~f-~n lY
DWIETISIONS AT BACK OF GUTTER N°TIS,
PLAN VIEW-DIAGONAL_RAMP_ NITS,
WITH PLANTING STRIP
2'-6"
0 N > ,
Z° ' u ~ BACK OF CURD I-3 }-p 0
~i ~ ~A C • N a ,
•4 a ~ • 4 4'
N°T°S° RO $ rO Q
FAeE of cUR N CE OF G E3 I 4 d • ~ UR , . a
~ ~ ` , '
. S , Q ,
A C - da ~ 4
IP OF GUTTE:RlEOP ' • Il ~ ,d ' , • .d . . d 8 c ,
• Q . PLAN VIEW . 1l2 ExPANBlON JOINT l`CYpIGAI) 11 4 • >a
7 1 /2° ! 12apiU8 - TYt'. a ~ II O
~ 3/4' .e B 3/4N
t
11 • N 4 GONG. SLAB l TYP.I 3 (TY
~v , \ 4 ~ • e ~ •v • ~ ° ° • . • r ' ' bD H
.4 r 1 . r 1 r r.. 1 Q . • ° o v 4 ~ 6X6 l0/IO Uh!!M lU/3 MIN. COYER « , d, r ,
4 . ~ . , , • 4, , r i +j .
2'-~' 953 COMACTED SUBGRADE - TYP. 2~_~ zo
NOTE=
SECTION A-A ~ BE 00 P t ®28 DAYS. CONCRETE TO 3 0 S ~CTlON B-B ACS TION C-G
H
NOTES 1 _
1T i ~ !1 TRANS lON S NC~T T iS NOT TO DE LOCATED WITHIN TF~ CURB RADIUS.
N,T,S. Val r--~
s~ ~ : ~
GENERAL NOTES=
.1....-11.11...x. 1 A GROOVE JOWT Y DEEP WITH 1/8" RADA sHAU BE REQi,~RED
. ~ A: ' 'e• THE CONCRETE SIDEWALK AT 5 WTERVALS, ONE 1J2 ~ • EXPANSION JOWT WILL BE REQURED AT 45 lNTERVAL5 NOT T cn
~ ' ~ o' TCHWG EXPANSION CONSTRUCTION DINT W • . • ,'4' EXCEED 5 AND MA / J . n W cn
• ' • d P 10 0 WILL BE . . , • ADJACENT CURB. A SEALED 1/2 EX ANS N J INT' : ~d. ' ~ • • S G1D STRU URE. , . REQUIRED WHERE THE SIDEWALK JOIN ANY Rl CT
' 4 ~ • 1
• , .l ; • 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6 7W K. 4 Ar {a _ o . 0 E--4
• '4•• • • ~ ` ' ~ 3. TN OF SIDEWALK ON THOROUGHFARE STREETS SHALL 8E A T 1 t~~ y
• ~ • ' , • " s ° MWIMUM OF 5'< WIDTH OF SIDEWALKS W THE CENTRAL BUSWESS
' . • DISTRICT WILL BE DETERMWED BY THE CITY/COUNTY ENGWEER.
4. WIDTH OF S~}EWALK5 ON N®N-THOROUGHFARE STREETS SHAl1.
BE A MWIMUM OF 4'.
CSR VE J INT IN IDEWALK _ OQ 5. SIDEWALK TO BE POURED T® END OF RADIUS AT WTERSECTWG
STREETS. V1
6. CONCRETE COMPRESS{VE STRENGTH SHALL BE 3600 P5L W 28 DAYS, (S.
Ir81 RA~lus JOWT SEALER
a,
• • ~ • .v 4
• 7S ° • 'y; .1• , ' • • ;'t U2° EXPANSION .JOINT (SEAL TO MAKE WATERTIGI•(i7 rnGNi7
r • .a ~ °d
• ~ ! ' d ' • A. d• • ~ y • • r
•4•, • ' d r4~. "j• S•w. w:
~.•'4' X14. w• '~•,r '.t+~
•1T • • tir • • . f STANDARD 2 ~0 JOINT FILI.H~ CURB E GUTTER )ARD 2`-O" C GUTTER
PROPOSED a° CONCRETE SIDEWALK ALK
DETAILS SNOWING EXPANSION .JOINT IRAN VER E EXPAN I N T 0
IN CONCRETE SIDEWALK
I WALK JOINT IN ~ DE
NOTE: 4 ET. Slp£4VAE.KS ARE REQUIRED TO EACH UNIT FROM TH£ PARKING AREAS
0 o
0 tk`"~ 0
c» ~ can C? ~
1 {IT 1~.l1
A A A ~ w ~

f'
LANDSCAPING: CONSTRUCTION SEQUENCE: NOTES: 3 , Ir
1 TF~ BIORETF1Jl70N AREA SHOULD BE VEC~i'ATID LJ(CE A TEKRESIRlAI. FOREST' ECOSYSTEM, Wfi'H A 171E COMRACTOR SWW. FOLLOW Tt~ 86.OW CQNSTRUCi10N SEQUENtCE fl' IS ABSOLUT9.Y REQWtID 1 PLANTWG S06. B~ TO BE A MP9MUM OF 4 FC. Pl DEPTFI. 509. MUST BE SNIDY LOAM, LOAMY SAND AMY SAND JST HAVE AN
MATURE TREE CANOPY. SUB CANOPY OF UPIDFRSTORY TRffS, SCRUB LAVER Ate EffRBACEOUS C1tOUt~ID ~ TIiAT ONCH '11-1E PLANNJG 509. IS WS7NIED NO SmUv1FNTAl10N BE ALL0INED TO COM'AMWATE TF~ OR LOAM TEXTURE 4VIIH A QAY CONiENC RAiWG FROM HI TO 25 P9tCQJT. ThE SOO. MUST HAVE A DEVIt~. ¢ COMAMWAiION OCCURS TI-~ COMRACTOR WBL BE REQUHt9~ 70 REMOVE At~1 REPLACE TF~ WFY.TRATtON RATE OF AT LEAST OS 1NQ-~S PER HOldt MID A PH BEI'WffN 5S Ate 6.~". W ADDITION, AMMON,
COVHL 2. 'tt~ TREE TO SI-Q~UB RATIO SFIDtA.O 8E 21 OR 3:1 ON AVERAGE TRffS SIiOUID BE Si'AC~ 8 FEET APART. ~T PNNiWG SOll. AT HS COST. 'tt~ PCANTPIG SOa 910LA.D HAVE A LS TO 3 PHtCfM ORGArlC CONTENT MD A MAXIMUM 500-PPM JM 500-PPM
PLANTS SHOULD BE PLACm AT REGIR.AR PtiHtVALS. WOODY 1/EGETAl10N ShIO1AD NOT BE PLACE AT AT CONCENTRA770N OF SOU~tE SALTS.
wrtow ~ocanoris. t ROUGH C~tADWG. 2 TF~ MAXIMUM POPIDQiG D~iH W 7t-~ BIO-REfIIJIION AREA SHALL BE 6 TO 9 FICHES. 2 IXCAVATION OF REfEM10N AREA. 3. A MULCH IAYHt SFNLL BE PR01/D~ CONSISIWG OF 2 TO 4 INCF~S OF COMMQtgAllY AVAlLAR1E VAU.ABLE
s. use r~nnve ei.ar~rs, saEC~ ansrfl oN t+nenu~ss nrm Hvowc ro~ar~ce 3. NO ADD1T10NN. WORK NNl BE PFRPORMm BJ TF~ COt~1RUC['ION OF TI-~ REfFNT10N AREA LINTY. FPff Sl-HZEDD~ W~RD\NO~D MULCH ~t SFQt~DE~ HARDWOOD CFm'S.
4. COMRACTOR SHAiI. SUBMIT LAt~SCAPPIG PLAIDS Atm MATERIALS SPELIFlCATIONS TO ENC@~ER MID OWNHt fOR REVIEW AND MAROVAL PRIOR TO MATfRWS PROQIREMB~fC AND CONSIRUCItON. CONTR~VIWG DRAWAC~ AREA IS C7tADED APd) STABO.bm. 4. 7'HE IR~tDRAUV CO[lECT10N SY5TEM SHALL BE EQUPP~ WRH A 4-NQi PERFORAIID PVC PQ~E ~J 'c PII'B IN
4. ff RE18JT10N AREAS ARE USA FOR S~fM@~T M87 EROSION CONTROL DURWG SRE CONSTRUCTION AN 8-~NCH QtAV9. LAYfR THE PIPE SHOUD HAVE 318-INCH PERFORATIONS, SPACE ON b-Wgi HNCH 10 FT'. ON cr H
ACI7VIT1E5, AND AffElt TF~ StTE IS STAB9.IZ~, THE RETENTION AREA SHALL BE IR~fR M TO CINfFRS WITH A MUdMUM OF 3 HOLES PER ROW. 7FE PEE IS SPACED AT A MAXIMUM OF 7~ Ff. ON REMOVE ALL S~1MFM. CF1JiFR, ArID A MTBMUM OF 05% SOPE SHALL BE MNM'AQ~D. A PH2MEABLE F9.TFR FABRIC IS o m IC IS l
5. HNAL GRADWG Ate IXCAVATtON aF RETR~ITION AREA. PLACm BtTWffN Ti-~ PLANCPIG SOL BID MA ifs CdtAVEI I.AYFR. 00 K n N g co
6, U~ERDRAW P~WG MID (~tAV9. ~7STALLAIiON. S. THE P11B8tM/OVERA.OW WEQt SHALL BE COMPACiID TO 95% STAI~ARD PROGTO[t WITH 508. THAT m co c~ %d SOU. THAT 1~ o o m m
7. GRADS SLOPES ADIACENT TO RETENTION AREAS SHALL 9E 1RENTEO WITH POLYECRB.M~ES TO 4S NOT HfCi-Q.Y PERMEABLE OR WHCH DOES N07 EXFABIT SIGN&1CAM' SWtIhDC SWBl OR DISPPRSION 1SPFRSION 101. to,.
STABLIZE SOH., EROSION CONRtOL MATTING QJSTAlIID Ate SLOPES SC~ID. PROP9tTkS. 8. 6JSTALLA710N OF FNG~tED 500. P7 RE~F.NT10N AREA. 6. PBtMANENT C~tOUt~ COVER SHALL BE ESTABUSF~D ON Tl-E BERM WITH A PERh1At~M EROSION CONTI 9. QJSTNtATION OF LAI~SCAPIhtG Ate MUCH. MATIWG BE~1G UTH.FLm. Z i i t- r° )SION CONTROL N 'o
K Pa W W W
OPERATION AND MAINTENANCE: 7. A RIP-RAP APRQN SHALL BE ES7ABI3S1-1~ AT TI-~ FLARE Eta SECTION DISCHARL~JG TO THE $IORE[FN' FACLLRY TO RIDUCE VFIOCITY MA PREVBJT BtOSION. HE BIORETDMON
e`\ t~ CAJI o
1. Thl~ HOMEOWNERS ASSQCIATION IS RESPONSIBLE TO PERIODICALLY CLf~W THE FACILITY, REh1ULCH
AND REPLAN DEAD, DYWG OR DISEASm PLANT MA3ERLIL tAJDIIt NO CIRCUMSTANCES WILL THERE BE tE
ALL01N~ TO HAVE ANY S~IMB~1T OR QtOSION 1RANSPORTED TO THE BfORETFNCIOtJ FACLLIT~S OR ANY O'fS~1ER WR.UENT WHICtI MAY CREAiE AN NMERMEABLE LAYER ON THE FACWT~S.
2 RI1 BERMS/OVQ2fLOW Wf1RS SHALL BE PERIODICALLY PISPECIID FOR 9tOS10N OR ANY SICNS OF AL
FAC.URE AND REPAIRED AS NffDED.
3. B~ll.ET LOCA770NS SHALL BE PFRIODICALlY WSPECTED FOR EROSION AN[) CORREC7fD AS t~CESSARY. 4. iF~ HOM@OW[~ffRS ASSOQATION SNAU. BJTQt WTO A LAfd7SCAPE CONTRACT FOR BI-ANNUAL
INSPECTIONS Ate MIAAPlTENANCE I
1 a
2" - 3" MULCH PONDIN~3 AREA
IRJDFRDRAPI COLLEC SYSTEM (4" PQtF. PV FLARED END SECitON tAPI COLLECTION 6" - 9 MAX.
(4" PQtF. PVG
CLEANOUI'
CATCH WITH R~-RAP ~ ~ ~ SOUA 4" PVC DRAM TO DAYl1C~IT
BASPI ~ ~ r ~ z
15' RCP SD „ ~rZ2
L _ ~ ~ flLTER FABRIC
PARKWG , ~ ~ LOT I 9ERht~OVERROW WEIR
bD !~41:4
GRAV0. LAYER 8" MWIMUM E-4
UNDQtDRAW cd -+Mn)- D
COLLECf10N
PONDER AREA rwmj z
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BIOREifNTll)N BIORETFNTION 810RE1FNIlON BlORETENTION BIORETENTION
CATCH w% P~~xM~~i~tnrrwc AREA #1 AREA #Z AREA ~3 AREA #4 AREA #5 m
aASw PONpwG AREA q ~ PFR NORTH MAERICAN GREEIJ ESTABLISH CRASS PEft
6" - 9N MAX. s~awc sPea~canoris TOP OF BERM ELEV. 639J5 635.25 630,25 625.75 626.75
~N ~ Cp SD ~ - ~www{ w
- 9^' ~ TOP OF MULCH ELEV. 639.00 63450 62950 625.00 62bA0
t. t L
a
BFRMlOVERFLOW WEIR COMPACTm TO 95h
FU.TFR FABRIC ~ . STANDARD PROCTOR
c~aur BOTTOM ELEV AT

- DEEPEST DRAIN POINT 635.00 630.00 b25.00 621.00 62200
GRAVEL LAYER 8 MwIMUM
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uNOERaRAw C0ILEGTEON
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S.A. PROVIDED. 1400 SP ! 1 1 ~ ~ c E ~1,. tl• i ~ ? I 1 5.~. PRC}VIDED. 1760 SF • r~
. ~ tY~1 ? ~ .,y. , B®TTOM E(.EV: 626.00 i 1 I . ~ i ' •r
/ I , ~~r . c. ~ a ' 1"OP fl)r ~~RM. 625.~'S r ~ I ~ I \ / ~a { i , . , . I ~ I , , TAP OF BERM: 626.75 •r
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T. 1 E
THE OWNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR THE LONG-TERM
MAWTENANCE OF THE GROUND COVER ON THE PROPERT'(, GROUND COVER MUST GREE THAT PREVENTS S0Q EROSION AND SEDIMENTATION BE MAWTAWED TO A DE
AT All TIMES, THE CITY OF CASTONIA HAS THE AUTHORITY TO REQUIRE CHANGES
IN THE OWNERS GROUND COVER MAWTENANCE PLAN W ORDER TO STOP SO>L
EROSION AND 5EDiMENTAl10N AT ANY T1ME.
' STORMW'AT~R UAtlTY CONTROL ENGINEER S C~RTIFICATIOIV 01~
0
f CERTIFY THAT, FURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS W THE COMMUNITY, R 1S MY FROFE5SlONAL OPINION THAT RUNOFF FROM THE FIRST INCH OF RAWFALI, FROM AREAS
THAT ARE REQUIRED TO BE CONTROLLED PER CITY OF GASTOt~A DEVELOPMENT ORDWANCE 1S
CONTROLLED BY A PERMANENT ENGINEERED STORMWATER QUALITY CONTROL THAT HAS BEEN 3
DESIGNED TO MEET OR IXCEED THE REQUIREMENTS W THE CffY OF GASTONIA STORM E~°°° ooe~I MANAGf~MENT MANUAL. C
o Q ~ , ~ , niC O M ~
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Vy , . .11.1 ~ t ~ ~ < S ~ r ~ ~ l i THE OWNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR 7'HE LONG-TERM
6~ ryA ~ • 1 . • R/ v ~ A. 1 ~ iF MAWTENANCE OF THE GROUND COVER ON THE PROPERTY, GROUND COVER MUST
t w ~ 1...... ~ ~ i1 ~w • . ! i . BE MAWTAWED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION
3 ~ ; ~ 6 3 ~ ~r , , ..fir. ..I. 1 r 1 THORITY TO RE DIRE CHANGES AT ALL TIMES, THE CITY OF GASTONIA HAS THE AU Q
q, ~ s . , ~ 3 ' ~ w ~ • ' e 1 W THE OWNERS GROUND COVER PENANCE PLAN W ORDER TO STOP SO1L EROSION AND SEDIMENTATION AT ANY TIME,
< h f. .~1 . e ~ • . • 1 ~ ~ , ,w F I . ~ I 6
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? ~ r T MWATER UALITY CONTROL. ENGINEER S CERTIFICATION OF S OR
1 y\ ~Jj ~ ` 1 ~ S . r f ~s. ~ ,f
I CE:RT~1' THAT, PURSUANT TO GENERALLY ACCEPTED ENGWEERING STANDARDS W THE COMMUNITY, O
et Tf IS MY PROFESSIONAL OPINION THAT RUNOFF FROM THE; FIRST LNCH OF RAINFALL FROM AREAS
' - r~~~~ J / ~k , D y i THAT ARE REQUIRED TO FIE: CONTROLLED PER CITY OF GASTONIA DEVELOPMENT ORDWANCE E5 CONTROLLED E3Y A PERMANENT ENGINEERED STORMWATER QUALITY CONTROL. THAT HAS EEN
'w'~~~" 1 ~ a~ DESIGNED TO MEET OR EXCEED THE REQUIREMENTS W THE: CITY OF GASTOMA TOIUIP +r1i~ ~pOt f~~e 3
~ae~•. ~ 4 ~f' ~ d Q ,~h ~ " k ~ !,(~~~Ii ~ 1 MANAGE~+~NT MANUAL ~ ~ ~f C Q O
~s C SC LE IN 1= EFT' m a FEET
PI A ~ GRA H zo o zo ~o 40 60 °o
r a 21164
SIGNATURE AND SEAL OF NC LICENSED 4 s. o m CA r--~
PROFESSIONAL ENGWEER 0~ 02 Ko
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'~A~BA 144 ~Qfs1~11
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~ ~ ~ ~ i! ' t p` r 1 1 i rl CLA55 B CONCRETE 1
r~ r ; l\ r ' v ~ , 1 ~ 1~i / 1 i 0 USED NINE ELEV, • 629.00 T BE FLOW
rat ~ ~ k~. ~ ~ r STOIC FACE WftH -o--cr-n-v-a- ELEV. ~ 628.25
rry ,r ~ ~ ~ \ i r UTJIITY BRfCiC 0 0 0 0 0 0 BRICK WALL TIES 2 0 0 o a a o 2 OPTIONAL a o o a o 00 oa
f~ r ! i ~ \ ~ ~ ti - ~ r' 1 1 ~ _ - ~ r t ? J 00000 t o 0 0-l~ I~ 000 o°ooa0ooo
~ , 5 ~ 00000000 l r LWE FACE OF DAM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0
~ t - r E~, ~z~,oo , I 0 0 0 0 0 0 wf 1.0 OF ~ 57 O p© 0 0 0 0 0 0 I CLASS 1 RIP RAP WASHED STONE 0 0 0 0 0 0 0 0 000
EOP e- r ~ ? , , o ~ I , 'e i ~ t ~'S + r r BARSCREETt 00000000 ~ 0000000000 TRASH GUARD 0 0 0 0 0 0 0 0 0 0 t 1
00000000 0° 0 0 0 0 a o 0 0 0 0 o BOTTOM. 626,00 r is ( aooo0ooaooo ill ~ 1'M
. ~1 ~ . r. r ~ r t oooooaoo©oa . ~ o 0 0 0 0 0 4 0 0
+ ,1 ~ ~ ~ ~ . , , . r 0 0 000 I oao aooo I
f ~ 3l>" RCP FILTER FABRIC UNDER DAM © ©0 0 0 I oo M I c? {MIRAFI 500 OR APPROVED EQL?AL? o 0 o N
r, BARREL. 0 0 0 0 0 0 I
l
' ~ ..'f' ~ ~ 122 15 ~ nr _ r'• r. ~ ~ I r-~" ( KEY DAM WTO E?CISTWG GRADE
c A J N ~y/~'~' a \ -3 ~ , 56 1 ~ _ ~ I I
1 1 ~ ~ ~ ~ ' ' \ ~ ~ ~5t r 1 I i I
~t \ _ ' , r EL' 66.00 t ! \ / I i N
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\ \ d ~ ~ ~ t \ ( I / 1~ \ I 5'~ ti r .t t ~ . / NWE 629.0 ELI;v, bzs.zs cs co m m co
• (p i ~ _ a (TYp} 0 0 0 0 0 00000 ooaoooo°o®o°0°0°0°0 L.r.~® a0oooo 0 o 0 m m
Dc -•l - r 5 \ ~ " 9 { i; . 4 - 9 t r v r I . ~ I f ~ i 1 0°o°0'ao°a°°°°°°°o°°°0°0°o°o°a°0°o°0°000 o°o°o'Q°°°°o°0°°°°°°°°°°°°°°°°°°~°°°°°~° q N r. 0 0
25 3 n 0„0 0 0^0~~ ^ n n N a a w
\ t / ~ ~ ~ 5 ( . r i ~3 ~ t / t t be \ t ~ ~ 1, + {
~ ~ J t . ~ COAT IN COAT WS1DE & OUTSIDE OF BRICK RISER WITH TYPE
t ~ I SWAT .'l { "S" WATER PROOF CEMENT ,~t><ttt A tr~r
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U \ \ r ' t t , . { 1 \ 1 !
~ i 3 { V t ~ r '.f { 5 a N,T,S. CQ td,
\ ( ~ r { { ~ I ~ r 1 ~ t ~ ~ t 1 ''S TOP MASONRY - 632.0 ~ 211 - c
\ ~ C)T N E 0.5 TOP OF WEIR ~
t~r~7 t) i ; „1~. v V ' + •w 630.,7 TOP ~ .C' . r,. \ ~ ~{~NTRACTOR SHALL SUBMIT SHt~P
y~ . t/ ~ r ,'a.. a \ ,'.'.'..'X..' DRAWWGS TO ~NGWEER FAR GROUT WATER OUTLET STRUCTURE Q ~ Fu.l BERM -COMPACTED TO 16 %I FOR
' , '1' . ~ .1. ~ ~ f i : J .V ~ f.1'ti 4 ~ ~ . .4.. ti . ...:.u~ AERlNANI 4 T1GHr ~ o RI:1(iE1IV AND APPRC}VAL PRIOR T{} 4 9510 STANDARD PROCTOR 0 PRIOR TO STRUCTURE.
o a . , 5 . • , Paol PERMANENT FABR1CA71QN OF dUTLE'f STRUCTLR Q TOP OF DAM ELEV. 6325 POOL
~ d,.a p, WV W , PROPOSED MANHOLE
624.0 TOP OF STRUCTURE ELEV. 632.0 i RIM - 632.50 FLANGED END SHEAR 30" RCP
~ , . , ti ~ GATE ......,.,J..a,. , GATE VALVE 12" WFJR ELEV. 6305
Sg~ ........;...1..,,.~, 5. ,Q
~ .,u. .i.. tp 5 ,.s;". ~ NWE 629.0 2" D1A. WQ RELEASE ~ . lNV ELEV. 629.0
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' '.':.'.'.'.'.°.':.':.'.'.'i'.'.' ;fit. / ' ..'.r..'..'k'.': } , ' 1 ' . . . . .'i'. . ~6 5 ' S' PER;NIANENT
, .1 632. , „ P04L 1 _4 b FLG x PE WAu s •
~ ~ .I. .i, ~ .'1 SOP , . F~~~MAN~NT. 'W~~. ' _ , PIPE -GROUT WATER TIGHT "
i . .t. .r.. r...... ~ .r. jj 1 _ y....._ .1 1 . - _ _ - . , a N~iON. , p , . 44 30 RCP C~ 'LO°la 39 30" RCP
--7 - ~ ~ 631.75 .'l 0 ~ ~ W WV OUT ~ ~.0% BOTTOM ELEV. 624.0 62356 1NV OUT
I .t. EOP j.':.'..'°•,'. .632.65 . 623.36 622.97
~ ~ , t . j' ,
RESERVOIR DRAW _ ,
.+t , 1 E {21 65 Xb5 W/ GATE VALVE I ~ ANTI-SEEP COW4RS AND LIFT ROD STONE-FILLED TRENCH
~ t ~ ' y .t .....r:'.... f r~.. i'. . ~ ,'t 1 N. T. S, WV FIEV, 624.0 LEVEL SPREADER l¦•~•t
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/ t 0's" t , \ to ~ ~ ~ I . ~ ~ ~ ~ Fr k. wv 62~.a ~ r~ a' DAM AND E~ - - - - fir. f , ~ ~ , 1 ~ i M ~ AND EMBANKMENT C~NSflI~RUCTI4N z
v~ , ` t ~ ~ , TI N NOTES SEEDBED PREPARA 0
~ ti•~ ~ ~ 632.5 t ° 1~. M , r. ~t r~ , \ r _ ~ GENERAL - T~iE , ~ - TIME-:POND AND DAM AREA 5FLALL. BE CLEARED GRUBBED AND STRIPPED OF All NERAL ,
th u~ ~ , .r ~ t ~ VEGETAT!!JE MA S ~ SURFACE WATER CONTROL MEASURES To BE WSTA[~.ED ACCORDNG To ;GLTATlVE MATERIAL AND TOP SOIL PRIOR TO DAM CONSTRUCTION. THE DISP05AL OF TREE ,
~ v ~ t CS ~ r v~ ~ 1 \ STUMPS, CONSl .r ~ a'~1 + ~ tit ~ ' PLAN, COMPLETE GRADING BEFORE PREPARWG S>:EDBED, LIMPS, CONSTRUC710N DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED W THE 2 AREAS TO BE SEEDED SHALL. BE RIPPED AND SPREAD WITH AVAILABLE
/ \ scot M _ ~ ~ ; i / ~ ~ DAM OR POOL _ -.r.. , r . _.1 i ! , ~ , ~ t v d' POOL AREA, TF lM OR POOL AREA OF THE POND. VIIHEN BLASTWG IS USED TO REMOVE ROCK FROM THE TOPSOIL 3" DEEP ON SLOFE;i 2:1 OR FLATTER, TOTAL SEEDBED )OL AREA, THE BLASTED AREA SHALL BE OVER-EXCAVATED TO A DEPTH OF AT LEAST TWO PREPARED DEPTH SHALL BE 4" TO b" DEEP. ~ SOILS ARE CJ ~
y r 1 i { $ I FEET ~2? BELOW s i I ,d' ~T {2'? BELOW FWISHED GRADE AND BROUGHT BACK TO FWISHED GRADE WITH CLEAN COMPACTED DURWG GRADING LOOSEN TO A DEPTH OF 6" TO 8".
~ ~ i ~ ' I~ ~0 M RELATIVELY 1MP! LATIVELY IMPERVIOUS SOLI MATERIAL. COMP m PLACE. 3. LOOSE ROCKS, ROOTS pNC? OTHER 085TRUCTI4NS SHALL BE REMOVED ACT W
m i ~ # , r ~ 1 ~.a. .~°~z , ! ~ i 2 EARTH FILL DAB FROM THE SURFACE TO PREVENT WTERFERENCE WITH ESTAB!lSH14IENT ~RTH FILL DAMS AND MACE OF VEGETATION,
~ / I r ' . ~ I ~ t' A 5011. MATERG t 0. J 1 ~ ~ 1 ~~4/ {~~I'L'7 .~1~~ / `•~I i I ~ ~ YILNII ICAN~ 501L MATERIALS U5ED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR Wt~CH EXH1BfC 4. APPLY LIME ACCORDNG TO SOIL TEST RECOMMENDATIONS. SOq.S SIGNIFICANT SHRINKAGE SWELL, OR DISPERSION SHALL NOT BE USED W THE EMBANKMENT. WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH G NOT
/ \ t t ~ ~ ~ ,,va. i i I / B) A CUTOFF Tl A CUTOFF TRENCH {CORE TRENCFU SHALL BE PROVIDED WITH A MWIMUM WIDTH OF FIVE KNOWN, APPLY LIME ACCORDNG TO SEEDWG SPECIFICATIONS BELOW.
FEET 5' .THE CEN LWE OF OFF S OT E LOCATED DOWNSTREAM APPLY LIMESTONE Aid? WCORPORATE WTO TOP 4" TO 6" OF 5011.. { } TER THE CUT TRENCH HALL N B 5. APPLY FERTiI.IZFR ACCORDING TO SOIL TEST RECOMMENDATIONS. ~
t~, t~ M OF THE INS ? a; ~ r ~ p~~ a t tiD BACK-FILI.E[ OF THE INSIDE TOP OF SLOPE OF THE DAM, THE CUTOFF TRENCH SHALT. BE CAREFULLY NO 5011 TEST FIA5 BEEN PERFORMED, APPLY FERTIG~ER ACCORDNG BACK-FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST TO SEEDWG SPECIFICATIONS BELOW,
L1'} -~I [ ~ I i ~ 1 t M NINET -FIVI to \ ~ ~ Y NINETY-FIVE PERCENT {95°/0? OF STANDARD PROCTOR DENSITY. SEE BED SURFAa: PRIOR TO APPLICATION, GROOVE OR b. ROUGHEN D
M ~ y { I C a ~ , i r. ~ ~ ~ t tSa _ , ~ t t r ~ ~ ~ i . ~ , ~ ; I C? THE MlNIMIJ~ THE MWIMUM TOP WIDTH OF THE DAM SHALL BE TEN FEET {l0'? AND SLOPES SHALL NOT BE FURROW SLOPE5 STEEPER 7EiAN 3;~. w
P' ~ ~ ~ r / I ' {,J ~ wv EL 622,9y w.~ , , STEEPER THA jj , 5 r«w.w,...~r.r..,.f ry. ~ ; i i r ~ ~ i/„',d ~ ~ ~ t i ' ARO47'ID TH S E T 3: 0 EMBANKMENT5 7. FOR TEMPORARY SEEDING tJF AREAS WWCH WILL NOT BE BROUGHT TO T EPER HAN 1 {THREE HORIZONTAL TO QNE VERTICAL} ON THE DAM R FWAl. GRADE FOR MORE 7FUW i5 WORKWG DAYS, FOLLOW THE
air ? I e ~ 'I ~,.f4 1 t t ago- I ~ ! 5 ' ~ v?f' l t 1 ~ .J ~ nl All F11.~7i IRR! AROUND THE POND. TEMPORARY SEEDWG SPECIFICATIONS BELOW. AI 1 FlI.C71 IRRFfI ("Rt1t INtI dRKAS ANh Kl~iRAAiIIAAFM'~ ti IRR(~I1Nt71Nf . THE PnNt] SHA1 I BE
~ _ Ca • ...p rw . w..rwr Y.~.rv„r • .v ? h .r •....n. M \IN.1W \ 1 Y Yv.\,\./v. ,r„ .ww ...r • ? w......w r MECHANICALLY STAB~.IZED OR HAVE PERMANENT SE~WG SCHEDULE. ,
_ ~j f r ~ ~ ~ ~ MECHANICAL H
PERMANENT SEEPING SPECIF'ICATI4NS PS TEMPORARY SEEDING SPECIFICATIONS S W
GRAPHIC SCA 1 T ~ ~ S ONEi-F1LtID TRENC~I LEVEE. SPREADER 20 0 20 40 60 LOW MAINTENANCE AREAS OATES TYPE ~ RATE AMENQMEP AMENDMENTS 4ON)
STEEP SLOPES OR STONY, SHALLOW OR DRY SOILS JAN, 1 -MAY 1 RYE (GRAIN) 120 LB/ACRE
RAIMIN~Vry•i cw^*'H!, ~IIS^ F~~~.. S' I'C I~ Ott, i+~,~ i P of 4 F f l,.~F F1' h+,l OATE5 TYPE RATE FEB. 15 -MAR. 21 ANNUAL LESPEDEZA 5O LB/ACRE AGRICULTI AGRICULTURAL LIME- STONE AND 750 LB/ H
OR LOBE STONE AN AUG. 25 -SEPT. 15 TALL FESCUE 100 LB/ACRE ACRE OF ACRE OF 10-10-10
®PERATION RATION AND MAINT~NAN~C~ R FEB. 15 -MAR. 21 SERICEA LESPEDEZA 30 L8 ACRE FERTILIZE / FERTILIZER
KOBE LESPEDEZA 10 LB/ACRE DATES TYPE RATE AMENDMEP AMENDMENTS
WSPECTION EVERY :TION EVERY MONTH TO WCLUDE THE FOLLOWWC; GENTLE SLOPES, AVERAGE SOILS MAY 1 -AUG. 15 GERMAN MILLET 44 LB/ACRE AGRICULTURAL LIME-
REMOVk DEBF CENERA~ NOTES ENGINEER S CERTIFICATf4N (~F PQND AND DAM SAFETY 1. CHECK AND REMOVE DEBRIS FROM THE OUTLET U DATES TYPE RATE AGRICULTL 5TR C7URE STONE AN CHECK AND CLEAR THE ORIFICE OF ANY OgSTRUCTLONS. SE T. 5 TALL FESCUE SD LB ACRE AGRE of ' STONE AND 750 LB/ ACRE OF 10--10--10
3. CHECK THE P AUG. 25 P 1 / CHECK THE POND SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREA BEFORE THE NEXT FEB, 15 -MAR, 21 SERICEA LESPEDEZA 20 LB ACRE FERTILIZER / FERTILIZER
t. HOMEOWNER'S ASSOCEATION SFIALL. BE RESPONSIBLE FOR ROUTWE OPERATION AND MAWTENANCE, ~ EV THE STORMWATER POND AND DAM SHOWN ON THIS FLAN SATISF~S REQUIREMENTS OF TEiE NORTH CAROLINA ~ EVENT. KOBE LESPEDEZA t0 LB/ACRE S DATE TYPE RATE AMENDME~ AMENDMENTS
2 CONTRACTOR SHALE. FSTA613SH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL WSPECTION EVERY STATE DAM SAFETY LAW OF 1961 (AS AI1gENDED THROUGH 1995 AND THE RULES AND REGULATIONS AS EC :TION EVERY 3 MONTHS TO INCLUDE THE FOLLOWWG; HIGH MAINTENANCE AREAS NSPECT COLLECTiO SYSTEM LE. CAC G GRASSED SWALFS FOR AUG. 15 -DEC. 3o RYE (GRAIN 120 LB/ACRE THE N ~ T H BASWS, PiPW , )
AS SOON AS GRADWG OPERATIONS DICTATE. SEE PF,F~lvIANENT SEEDWG SPECIFICATIONS FOR 1. WSP T THE PRESENTED W THE NORTH CAROLINA ADMW157RAT1VE CODE TITLE 15A, SUBCHAPTER 2K -DAM SAFETY, PROPE~t FUN+ SEEDWG SCHEDULE. GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES AGRICUL'!'L PROPER FUNCTiONWG. CLEAR ACCUMULATED TRASH FROM BASW GRATES AND BASW STONE AN AGRICULTURAL LIME- ' STONE AND 1000 L8/
EVEN W THE CASE WHERE THE DAM SHOWN ON THIS PLAN i5 DETERMINED BY THE STATE TO BE EXEMPT BOTTOMS A 3. THE PERMANENT WET DETENTION POND MAY BE USED FOR TEMPORARY SEDIMENT STORAGE DATES TYPE RATE 0 BOTTOMS, AND CHECK PIPWG FOR OBSTRUCTIONS. ACRE F ACRE OF 10-10-10
FROM THE ABOVE DAM SAFETY REQUIREMENTS. 1, AS THE QUAL~LED DESIGN ENGWEER, STATE THAT THE 2. CHECK PO D DURNG CONSTRUC770N. ONCE THE SITE ETAS BEEN STABNZE[?, THE PERMANENT WET DETENTION N FOND AND DAM ARE DESLGI~D TO BE SAFE AND ADEQUATE FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY, S, RESEED GRAS. CHECK POND W1ET PIPES FOR UNDERCUTTWG REPLACE RIPRAP, AND REPAIR BROKEN PIPES. AUG. 25 -SEPT. 15 BLEND OF~TWO TURF-TYPE 200 250 LB/ACRE FERTILIZER FERTILIZER
P01~ SHALL BE CLEANED TO THE DESIGN GRADES, ALL S~IMENT SHAD. BE REMOVED AND THE WELFARE, AND DOWNSTREAM PROPERTY. (UNDERSTAND TWAT THIS STATEMENT AS THE DESIGN ENGWEER SFIALL WSPECTION EVERY POND STABILISED, RESF.ECI GRASS SWALF.S TWICE A YEAR AS NECESSARY. REPAIR ERODED AREAS IMMEDIATELY. TALL FESCUES (goy) AND TWO OR MORE KENTUCKY MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. :'LION EVERY 6 MONTHS TO WCLUDE THE FOLLOWWGo BLUEGRASS VARIETIES 10~ STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETANG OR MULCT AW. NG OR MULCH
NOT RELlE1IE TWE OWNER OR OPERARTOR OF THE POND AND DAM FROM THE LEGAL DUTIES, OBLIGATIONS, AND 1 REMOVE ACCT 4. SEDIh~EN1' SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT ih~fENEVER THE STORAGE ( ) REMOVE ACCUMULATED SFD1h1EN'T FROM THE BOTTOM OF THE OUTLET STRUCTURE. ANCHORING TOOL.
LIABILITIES ARISWG FROM SUCH OWNERSHIP OR OPERATION. fl 2 CHECK POND ~~~r~>r VOLUME EXCEEDS 75/o OF THE POND VOLUME. c GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMiTAT1ONS CHECK POND DEPTH AT VARIOUS POINTS W THE POND. IF DEPTH IS REDUCED TO 7S to OF DATES TYPE RATE GRADED_SLOPES AND FILLS -THE ANGLE FOR GRADER SLOPES AND FILLS AND FILLS
DES( 0 UM 5.4°o OREGWAL PEI vi 5. POND HAS BEEN GNED F R A MAXIM ) /IMPERVIOUS AREA. /s : OREGWAL PERMANI?JT SEDIMENT STORAGE DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY AT LEAST ORIGWAL DESIGN DEPTH. RUG, 25 - SEPT, 15 BLEND OF 50~ KY-31 TALL 200 - 250 LB/ACRE VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR ED BY 'ICES OR
~ 6. CONTRACTOR SHALL COORDENATE WITH THE OWI~R AND THE OWNER S LANDSCAPE ARCHITECT AT LEAST 01 a Q ~ 5~ FOR THE SELECTION OF PES~NLANEIVT A VATIC PLANTS. A VATIC WETLAND VEGETATEON SHALL 3. OWNER 15 RE o Q Q ~ OWNER 15 RESPONSIBLE FOR PROVIDWG A LIMP TO DRAW THE POND FOREBAY FOR ROUTWE FESCUE AND 50% MIXTURE STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN t5 P WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTEQ OR OF TWO OR MORE TURF TYPE THIN 15 PLANTED OR
SIGNATURE AND SEAL OF NC LECENSED BE ESTABLISHED AROUND THE PERMS POOL AND A5 FAR UP THE SLOPE AS pOSS1BLE. MAWTENANC Q r MAWTFNANCE AND CLEAN OUTS, iF NEEDED. TALL FESCUES OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES URES
FROFES510NAL FNGWEER U4IETLAND VEGETATION SHALL BE ESTABLISHED TO AT t.FAST .A MWIMUM DEPTH OF ONE FOOT 4. OPERATE DRS OPERATE DRAW VALVE FROM FULLY OPEN TO FULLY CLOSED POSITLON. SUFFICIENT TO RESTRAIN EROSION. GRASS-LINED CHANNELS, AVERAGE SOILS CENANCE AS REQUIRED; 0
BELOW PERMANENT P00L. MAWTENANCE AS I 21~ 7. TEE STORMWA ER CONTROL STRUCTURES SHOWN ON THE PLAN IS (WILL BE) DESIGNED TO t MOW TFLE SIC T ~ T BE 6". DATES TYPE RATE GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON MOW THE SIDE SLOPES ACCORDWG TO THE SEASON. MAXIMUM GRASS L-IEIGH Will. ERTAKEN ON
~ ~ w 2. CATTAILS AN M ti ~ REDUCE THE POST-DEVELOPMENT Z-YEAR 6 HOUR STORM EVENT AND THE tO~YEAR 6 HOUR s ~ CATTAILS AND OTHER WDIGENOUS WETLA S E ENCOURAGED ALONG THE POND AUG. 25 -OCT. TALL FESCUE 200 LB ACRE OR A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE ND PLANT AR / E TO
d . w ~ STORM EVENT TO PRE-DEVELOPMENT RATES. PERIMETER, h a ~ ~ . - 5 L8 000 SF CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO PERIMETER HOWEVER THEY MUST BE REMOVED WHEN THEY COVER THE ENTIRE GRASS-LINED CHANNELS, PRY SOILS 4 /I S A ROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 15 r r RE TR IN E JITHIN 15 'URTHER A
~~t ~ ~ 8. TWE GOVERNMENT OFFICE HAVWG URISDICTION FOR WATERSHED PROTECTION AND THEIR SURFACE ARI ep J o~tgare` b SURFACE AREA OF THE POND. DATES TYPE RATE WORKING DAYS ON THAT PORTION OF TWE TRACT UAON WHICH FURTHER THE ORIFICE IS DESIGNED TO DRAIN DOWN E POND W ~-6 DAYS. iF DRAWDOWN S NOT ACTIVE CONSTRUCTION fS NOT BEING UNDERTAKEN, PROVIQEQ THAT THIS IAT THIS
ASSIGNS SHALL HAVE RlGWT OF ACCESS TO THE PE6?11~T POND FOR WSPECTiONS AND 3. THE ORIFICE I MAINTENANCE ENFORCEMENT. ACCOMPLISH ~ - COMMON BERMUDA GRASS 40 80 LB ACRE OR SMALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR APRIL 15 JUNE 30 / ACCOMPLISHED W THAT. TIME, THE SYSTEM MAY BF CLOGGED. THE SOURCE OF THE CLOGGWG 1 - 2 LB/1000 SF LATER TO BE INUNQATED. RESERVOIR m o
MUST BE FO! MUST BE FOUND AND ELIMINATED. AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4001) LB/ACRE OF GROUNQ A
4. ALL COMPO~ ALL COMPONFJJTS OF THE DETENTION POND SYSTEM MUST BE KEPT W GOOD WORKWG ORDER. AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. DRY SOIL, GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND o
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH o ` o Z
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS LINED CHANNELS TQ CALCULATED HIGH WATER DEPTH. N ~ O
A A A ~ a E`In «~a"

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r ' r r' I y 1\ i r"/r/ rrr / 1 ~ ~ , r % \ ~ ~ 'y I I / } / \ ~ k ~ t \ ~ I
1 + J rr~" ;r ' i t I, + / ~rr~r .J,,,I , 1 \ ' I r~ ` V 1 I I ' • r J 1 I , ' / / rr 1/'" ' 1 1 'I / 1 i ' i ' , / t ~ \ ® ~ I r ' { , . , I 1 DEVELOPER. DIENST ENTERPRGSES, WC.
• i 51 ' ~ ~ ~ ~ ~ ' ~ ' ; c 125 FASTON DRIVE ~ 5 ' i : ~ ~ ~ MOORESV4.l.E N•CI 28117
! l !r r r 1 . / / ~ ~ J ~ y I 5 I ~ ~t 1 I ~ I ~ / / / 1 , . ~ ) ` k 1 • , PHOl~. 704'309-x123
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r / r I/j / / , t 1 'c , / i / ' I / / ti 1 , , I ~ ° ~ ~ TM-« i , i ~ t}• AMOUNT OF EXISTWG BLlA• a.0 Ac. ( ~ p-..__.. _ I ( k AMOUNT OF PROPOSEEI BUA• t, 9
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/ I i ~ f . 1 , r 4. SOIL TYPES.
,I ? , APB APPLlNG sANDY LOAM,1 TO ti PERCEM' SLOPES
~ I I / 1 1 r ~ I ~ °S• ' ' ~ ~ k ' , CeB2 - CEgL SAI~Y CLAY LOAM 2 TO 8 PERCENT 5LOPF.S I3tODED ' • 5 , ' \ ~ - ~ i ~ . ti ' T ' I i , CeD2 CEQL SANDY CLAY LOAM 8 To 15 PERCENT SLOPES ERODED )ES, ERODED )PES, ERODED
t2 t fi~ ~ . , _ I p, _ _ _ _ ~ - _ ^ , - y~\ ~ s, , ~ k ~ ~ i k CfB - CEC~.-URBAN LAND COMPLEX, 2 TO 8 PERCEM SLOPES I ~ r ti 1 ._I-" ~ ` \ ` t ~ • ~ / ~ r !F\ r ~ ~ , y\ ~ II `i~ 1 i i i I - OPES
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/ / ® ; ~ r / ? -v / I' i k ; ' WeD - WEDOWEE SANDY LOAM ti T015 PER SOP - \ r - -w I i jyr , I ~ •k ; , , CENT L ES ES
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t ~'3-. . - - _ - • ' k I ti ~ ' ~ ~ ' ` MAINTAN~NG THE STORM WATER CON'tROt A ORD G TO APP ~ - , I , ~ , s , . cs~ cc w T~ Rc \ t ~ / I I 'S t ~ i ' S / \ i, r ''t r • ~ A , ! k ~ ~ ~ ~ 1 , NU?~JTFNAN{~ PLAN AI~7 DRECIION OF TF~ CiTY OF GASTOi~A. \ 'Cl THE APPROVED of 0 °ta u~ MA. co
~ 5 ~ ~ t 1 / I ' 1 i ,~,syy ' t ' ~ / / i _ ~ ~ k , 1i THE CITY ~ GASTOMA AND Tt1EiR ASSIGNS HAVE THE RIt~tI' TO AC \ , , i , , ~ ~ 1 k k t, ~ ~ CE$S TO ACCESS K m ` - cq c ' m m cY ~
rc . EE co / 1 / ~ ~ t ~ ' ' , ~ /7 o k I i I 1 r s'$• \ ` ~ ~ - _ _ ~ , " '9 0 , : ' , k Ik k , Tf~ STORM WATER CONTROtf S~ FOR ~VSPECI]ONS OF M~t~, AS D C~ ~ t ~ 12 THE PIx,luIANEM DETENTION POI[? & BI SH1W. ENANCE, AS NECESSARY. ol z co m
, ` / \ , / , k k y k 1 1 ORETEN110N CELLS HAVE FUl k t - / + i , , ~ , / , , + I VOLUME AVAdABLE PRIOR TO ANY LSSUANCE OF CERTIRCATES OF OCNP~ ,I sso r e / 1?• 1 ~ I ALL HAVE FLU DESIGN a~• 0 0 S OF OCCUPANCY FOR a a N
/ I I OR PRIOR TO T RE i~ , k r > _ • A? , i k _ , f r 4 i SiTE AND/ ANY PLA CORDATION FOR THE SIT1:• THIS MAY fTE. THIS MAY REQUIRE m 0 0
c ~ / {;LEAN OSAL OF SEDU+hFM FROM 7HE POND. ~ ( ~ 1 , ~ _ _ _ -I ^ _ / , / . , ~ 13. Tlg CONTRACTOR SFIALLI SCHEDLAE A PRECONSTRUCTION MEETING WITH 4D. v a a w t EMG WITH THE CITY
~ ! I I OF GASTON(A WATERSHED ENt~l~'R Wf•IEN A PHiJvIANENT DETENTION POI` (8 \ ~ I / ,l / ~1 ,I MiON POND SITE
. ~ I / r ~ ti ~ r,, ~ ~ ~ r / HAS BEEN CIkARID AID THE P01~ID HAS BEEN FIELD STAItm,
. ? ° r ~ . ,q~ / , . r _ 14• FWAI. APPROVAL OF THE DI:[I'NllON POND & BIORI;TFNTION CELLS SHALL. I . ~ / • / : ~ . s¢ DOI+~ AT FgVALIZATION OF THE CRADDVG PERMCI' OR PRIOR TO THE ISSUA CELLS SHALL BE 41 1111, ro TEE ISSUANCE OF w
~ ~ ; • r~z / _ Ti-~ FWAI. BU~.DWG CERTIFIICATE OF OCCUPANCY WHICI-~VER COMES LATE COMES LATER THE O~.o '~s • °%t% a
I I~ i i 1 r ~ r 6~ ~ ; s', ~ / ~ ' j _ .L : _ _ ? ~ . ' O ~ . , POJ~ SHA[~, BE COMPLETED W ACCORDANCE W{TH THE APPROVED PLANS e~° k I ~ ~ ~ ' , ~ o ~ O ; SPE:CIF[[CATIONS, INCLUDING PF~J4lAt~N1' ON ALL EMBUS WITH THE ROV® PLANS AND : Q 'S WITH THE POOL .
r + , • / / j?~+d9 ~ r , ' AND DAM HOLDING WATER, A 5EA!•kD AS-RW.T FOR THE STORM WATER Q ORM WATER CONTROL @9
w k DEVICES BY A PROFESSIONAL LAID SIAtVEYOR SHALL, BE $UBMfI'IFD TO Tl~ , ~ ~ / - ~ ~ B / d. ~ ~ , • : ~ ~ ENCt PRIOR TO TIC FWAI. CERTIFICATION. 4tI'i'ED TO THE CD 2116 c~
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LEGEND
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1 T0170GRAPHIC WFORMATION SHOWN PROVIDED SY AERO-DYIdAMCS, WC. PROPtRTYL61~
2 GRADWG SHOWN WDICATES FWJ5HFD GRADES. 3. ALt ELEVATIONS ARE W REFERENCE TO TJiE BENCH MARK WHICH MUST BE VERIFIED BY THE GENERAL p' - - S7RFff R/GNT Of WAY LGVf E--i
CONTRACTOR PRIOR TO GROUND BREAKWG. r-o• corrr.~~ cwre & curhx CUT7zR
4. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FWiSHED GRADES. ~ REFER TO SOE.S ENGWEERWG RECOMMFNDATJONS FOR DIRECTION ON F~LI. COMPACTION AND ANY coNar~ smrwArx
STRUCTURAL CONSIDERATIONS. UNLESS OTHERWISE NOTED, Fq.l. SHALL BE COMPACTED TO 954/0
A.A.S.FI.O. STANDARD COMPACTION. - • - • - • - • - cxa~x ce~r~trc~
~ PERMANENT CUT AND FILL SLOPES PLACED ON A SUCi'ABLE FOUNDATION SHAH. BE CONSTRUCTED AT 2:l (HORLZONTAt TO VERTJCAU OR FLA"I7ER. PERMS SLOPES OF 3:1 SHALL BE CONSTRUCTED so~ec~xr~
WHERE MOWWG (S DESIRABLE 6" MIN. E SE78Af1CS
7. SITE CONTRACT0R Sh1ALI. PROTECT ALL TREES AND VEGETATION INDICATED TO RDr4AW, AND MAWTAW ALL TREE PROTECTION BARRICADES. FREEBOARD ~ M/N4 ~ 2; ~ S~~P fFF 60800 f@~dSI~D BOOR HEVA710N N
& PROPOSED CONTOURS W ROADS REFi.ECTS FIt~SMiED GRADES WCLUDING ASPHALT. REFER TO PAVEMENT 2 ~ S<po ~ CLUE GGFIJIJ AL DRAWAGE & UTdJ1'Y EASEM t ~ BOTTOM ~ ErY EASE iSVT
CROSS-SECTION DATA TO ESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATI0NS _ T ? . - . - PROPQS~ SWALE
TO BE COMPLETED UNDER THIS CONTRACT, REFER TO ROADWAY PROFiLLE SHEET5 FOR DUtECTiON ON ACTUAL GRADWG REQUREMENT5 WITFUN CROSS-SECTION OF PROPOSED STREETS. WlD TH ¦ ~ a ~ ~ ~ ~ ~ ~ ~ ~ ¦ DRABJAGE f1A9TS
9 LIMITS OF CLEARWG SHOWN ARE BASED ON CUT & Fa.L SLOPE5 AND OTHER GRADWG REQUlRi:hJENTS CHANNEL LINING CLASS E VEGETAAON
AND ARE APPROXIMATE. ACTUAL LIMITS 5FIAll BE STAKED BASED ON FINE GRADWG REQUIREMENTS OF LOTS OR ROADWAY GRADE AND CROSS-SECTION REQUIREMENTS. UtJRE1NFORCED UE'GETAAON SOD >=959 SEE DESIGN CALCULATIONS PER
ANY GRADWG BEYQND THE APPROVED LIMITS OF CON5TRUTJON IS SU6IECT TO A EWE. NORTH AMERICAN GREEN
STABUZATiON IS THE BEST FORM OF ER05lON CONTROL TEMPORARY SEEDWG IS NECESSARY TO ACHIEVE EROSION CONTROt ON DENUDED AREAS AND ESPECIALLY WF~N TH£ CONSTRUCTION EROSION CONTROL. MATERIALS
.SEQUENCE REQUIRES ff. ALL GRADED SLOPES SHALL BE SEEDED OR LANDSCAPED WITHIN 30 DAYS TYP. SWALE SECTION
OF COMPLETION OF GRADWG. AtL REMAWWG AREAS SHALL BE SEEDED WfFhIW 45 DAYS. 0
i2. CONTRACTOR SHALL WSTALL ER05ION CONTROL MEASURES AS WDICATED ONT THE EROSION CONTROL PLAN. NO DEVICE SHALI. BE REMOVED UNTIL THE SITE IS STABILIZED. N TS
i3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTWG GJtADE.
t4, GRADWG MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN iS SUB,ECT TO A FINE.
F. CONTRACTOR SHALL WSURE P051TiVE DRAWAGE AT ALL WTERSECTIONS. a.
THE CONTRACTOR SHALL Uv'1MEDIATEtY REPORT TO OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT TEMPORARY BENCH MARK BEFORE YOU DIGI m
FOR WSTRUCTION PRIOR TO PROCEEDING. NAIL IN POWER POLE CALL 7-800-632-4949 N.C. ONE-CALL CENTER o
]7. ON-SITE BURIAL PJT5 REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONWG WEST OF COLVARD DRNE CT's -n-rE ~.~,wi a
ADMWISTRATOR. i6. REFER TO SITE PLAN FOR ADDTIONAL NOTES. ELEV.. 659.89 GRAPHIC SCALE IN FEET -EET o a W co
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1 / I i • j . ~ ,1~ ~ 1 ~ ST~J~M D~AINAC~ ANQ DEIIELC~~M~NTAL P , . , . I ~ :NTAL. NOTES
• I . ~ + f- -ti..~.,.,,
' f ; 7~; , 1 ALL CONSTRUCTION Sh1ALL BE W ACCORDANCE WITH CITY OF GASTONU~ \ / _ ~ ' \ . ' , , I . , r + ~ ~ r ; ~ SPECIFICATIONS AND STANDARD DETAILS. • GASTONIA STANDARD
' a \ / . } ~ 4 ~ ? RIM 653A0 ' 'r// ~ • 1 - i / t Y+IV OUP b49J5 I ' / , ' ~ . - ; 2 DRAWAGE DESIGN BASED ON RATIONAL METHOD. . ,
! , , ~ ~ r r r T \ t / I ~ _ _ ' \ E _ _ _ _ - r I 3. MAXMUM COVER ON STORM DRAW PEPS TO BE 2.0 FEET (UNLESS NOTED). :SS NOTED).
11 ~ \ ~ , + / r r r t i \ / t 4_ \ . , , • . , . ~ . ~ --f--__ ~ • - ~_w . 4. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE ROXIMATE. '
~ t// 5 I V , ~ r 1 5 J' , r r I + / 1 \ , , . , ~ _ ~ , • ~r - S, RIM ELEVATIONS SHOWN ARE APPROXIMATE. UNLESS OTHERWISE NOTED, RII SE NOTED, RIM ELEVATIONS ' r 5
~ 4 \ • . • ~ `i, r ~ " ' / ~ ~ SHALL MATCH PROPOSED GRADE ELEVATION. ? T\ \ r ; , ~.,~m:_-- . 'r G~ 6. ALL WORK AND MATERIALS SHALL CONFORM TO LATEST EDITION OF THE
-'t "i/ • it , . d ~ t 65 / ~ ~S • t , ~ ' , , ' ` STANDARD SPEClFiCATIONS UNLESS OTHERWISE NOTED. 'ION OF THE NCDOT '
' A r ~ y ''i r - v, ~'C 7. ALL TRENCHES SHAH BE BACKFlLlED WITH SUITABLE MATERIAL. IMMEDIATELY IMMEDIATELY AFTER PIPE IS
~ ~ ~ / \T / 7 I \ \ r I ~ r E , _ 1 , LAID. THE FfLI. AROUND PIPES SHALL BE PLACED W LAYERS NOT TO EXCEED - X11 r - - , r TO EXCEED SIX(6) INCHES
/ t _ _ r / I I ? 't 1 '3> ~'0 / ~ 1 I 0 ° s . / ~ . 'r AND EACH LAYER SHALL BE COMPACTED. 7 ~ \ ~ + r' o ~ t r r
t ~ \ 't R1M 64950 , ~ ~ i• _ . , r . 8. NO WATER SHALL BE PERMITTED TO RfSE W UNBACKFILIED TRENCHES AFTER ENCHES AFTER PIPE HAS
w / t V ~ ~ ' b~ ( I I ~ . ~ INV QU1' 646.25 . _ ~ , ~ + r BEEN PLACED. _ - \ w A ! - f r r
/ / , , r+ F->_ \ , ; ' I ASP ~t' \ \ e ' r e ' n' 9. ALL PIPE SNAIL BE MINIMUM CLASS 111 REWFORCED CONCRETE PIPE UPILESS 0 'IPE UNLESS OTHERWISE NOTED.
~ S ' i . _ r ' ~ ~ ~ i0. AIL CONCRETE SHALL BE 3600 PSL 'C s ! \ ~ ~ • •r~ / ii. MAXMUM GRADE OF STORM DRAW PIPE TO BE OS°lo.
I , r ~A ~7' 4 '/1Y e \ r .r„_r , ~ + > ~ i • / _ 12, MAXIMUM GRADE OF STORM DRAW PIPE TO BE i5,0/a. W K Or
ti/' I ~ + , • h ~ ~ ~ r , ' l n ; r ~r i3. CONTRACTORS} CONSTRUCTWG IMPROVEMENTS SHALL BE FULLY RESPONSIB K It, LY RESPONSIBLE FOR c o in
r/ ~ • / i o r r „ E , e - ` i~, _ _ . , , COMPLIANCE WITH GOVER:NWG ORDINANCES AS IMFRPRETED BY THE CITY 00 Cf BY THE CITY OF GASTONIA, j m m 00
j~ \ \ ! ? j ' 1 ' ~ 6W Ott!' b30J5 ~ S A 6t 4.$1 t~ i 1 , ; ~ ~ I k ~ ~ r - ; ENGNEERWG DIVISION. 0 z o o m c* F.
f ~ t 4 I . ? , I ~ + INV ~ b46.t1 WI 1 ~ f / - _ _ - , 14. CONTRACTORS} CONSTRUCTING IMPROVE~vtENT'S SHALL BE FULLY RESFONSI6 a~ \ _ / ' ~ 9 . - - ' + RE UESTWC LOCA?ION FROM THE PROPER PARTY OF EXLSTWG UTILITIES PRI ~ 1 ~ ~ , @'.. 4 , .LY RESPONSIBLE FOR r, ~ l ro,, UTILITIES PRIOR TO THE 0 o q4
, ? i 'y ~ \ ~ r r' ; ' MtV OUr 645.91 'O 'o ~ I r E 171-•1 / ti ~ r , COMMENCEMENT OF CONSTRUCTION.
\ 1 ~ ~ ® ~ RWE 637.00 _ _ _ _ . - ~j~, , r , • wv oErr 633.7s . = - , 15. THE CITY OF GASTONIA ENGWEERWG DIVISION SHALL BE NOTIFIED 24 HOUR, ]ED 24 HOURS IN c"Ir a
~ ~ ; Q ~ ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION ACTIVITY. . r ITY.
a DI^•1B r _ r 16. ALL FLARED END SECTIONS AND HEAD S a ~ ' ' too t • r ~f2. / WAL.IS HALL HAVE RIP-RAP. ~ , • ~ ~ S ' r -RAP. gy .
! I i, 1 17 ? 'V \ R ' 654. ~ r ~0 ~o , {y • . ~ ~ r: . t.: _ _ / V. PSDE DENOTES PEA~NIANENT STORM DRAWAGE EASEMENT. ~t~~~~ ~ruttti~ CA
, / ' OUl' 6503& ' ~ A 6 956 • : ~ ~ ~ ~ • ~ ? / ~ / ~ i8. AIL PROPOSED DRAINAGE S UCT ES S 0 5T s ~ r l+ ® TR UR HALL BE F BRICK CONSTRUCTION. ~ ~ r ~ Q r r ' RIM 9.14 ~ ; • ' q ~ ! / ,ti / . INSTRUCTION.
y+ t: 1 , r / ( rid ^,.i . / ~ ':5 • ~ , ~ ~y ~ ~ 6 , , 3 r , , , i9, EXISTING GROUND CONTOURS SHOWN ARE FROM AERIAL. TOPOGRAPHY. FE '•i5 ~ ~ 6 ~ ~ r - ~ SHOWN ON THE PLANS MAY HAVE TO BE AD STED 0 , t~-4 N T MEET FIELD CONp IOGRAPHY. FES INVERTS ;'Q~' r FIELD CONDITIONS. Q 0 S
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~ 1 ~ r •.1 RETAINING WALLS SHOWN ON THIS PLAN ARE FOR RIxERENCE e / 0 1 or ~ •-a r 1 ~IEF~ERENCE ~ ~
l ~ r 1 1 ~ / t ONLY. LANDDESIGN lS NOT RESPONSIBLE FOR THE WALL. DESIGN' k•3• R 3' ~ . 1 ALL DESIGN I
l Rio ~ r y pN:: 0 1 ~ ~ ~ r / iNCLUDWG STRUCTURAL OR GEOTECHNICAL CONSIDERATIONS. . . RATIONS. IT o
y a ? l ? . 1 t::... Q r / 1S THE RESPONSIBILITY OF THE OWNER TO COORDINATE THIr ' i 'ATE THE V W r'---1
Q ~ ~ ~ i F to ~ 1 / ALL DESIGN WITH THE STRUCTURAL AND GEOTECHNICAL ~ ~ t W r to 1 is ~ . ~ e. 1
~ ~ x ~n p a ? 1 \ i i' a`~5' q w i a i r.~ ~ „ r CONSULTANTS WCLUDWG WALL LOCAT[ONS, DRAWAGE, ~ ~ N , / ~ ~ ~ • kGE, rmmi
~ i / a 1 a NnT~. DEWATERING, AND CONSTRUCTION INSPECTIONS, ~ r 1 ~ 1 t ~ ~ , i
~ r ~ ~ S EET NAMES FOR PRIVATE DRIVES r t TR a 1 1 1 . ~ , / A ~ ~ r AND STRIEETS SHALL BE SUBMITTED TO
~ ? r ~ t ~ / / ~ ~ t- 3b _ _ ~r~ r y F ~ 1 ' ' ~ r 1 ~ CITY OF GASTON>fA FOR REVIEW AND z
W / ~ p,Op, S6d~42"E 1,,.35,; 0' ~'~Mr M ti ~t \ 1 ~ ~aAf 1:50'0 ~ k_ ~ t ~ r_~1- o / 1 5 t ~ r t d APPROV~~L PRIOR TO FINAL APPROVAL ~ r /
~r C r 1 1 I ~ OF THESE. PLANS, cn
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? ` ~s ti ~ • • FUTURE GREENWAY ~ ~5 1 ~ \ . ` 1 1D3 ! ~ L / k/\ ~ k..~ y!
o 75 FROM PROPERTY l.WE OR „ o~~ k~• ~ 50 M1N. FROM TOP OF BANK J k.., ' ~ ~ a
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.r. w ~ 'n • - / l~.C. ANE-CALL CEM'ER "1 - ~ . CONCRETE S;97EWA1K IT'3 THE l.AWI m u,
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f 1 r./ ~ _ _ 50 BUFFER GNE ' ~ 50 0 50 100 150 P2 5
SETBACKS ~ ~ . ° , pq d ° as
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G~~eRAL OTES:
1. BOUNDARY SURVEY BY DAVID W. DiCKSON, P.A. !DATED JULY 2000f 3816-1 S. NEW HOPE ROAD
GASTOIVIA N.C. 28056
NOTE: S[tE IS NOT W1THW 2000' OF NCGS MONUMENT
PER GEODETIC CONTROL WDEX MAP SHEET i OF 2,
DIV. 12, DIST.1 GASTON COUNTY, NC 071 2 TOPOGRAPHC MAP PROVIDED BY AERO-DYNAMICS WC.
3. TAX PARCEL NUMBER: 10-123-016, 10-124-021
1x121-aos-oz
! ! ~ 4. TOTAL PRO ECT AREA:13b.58 ACRES l 5, TOTAL PHASE 1A AREA: 2b5 ACRES
~ ' ~ ~~"t e , 0 ~ / ` 1 6. TOTAL PHASE 1 AREA: 48.30 ACRES
/ ? .J > 7. TOTAL TOWNHOME VILLAGE D AREA: 1933 ACRES
J / / S ~ ° xo J 8. TOTAL AREA OF OPEN SPACE - 40.70 ACRES. 9. PRESENT ZONWG: R-3 PRD
/ ~ ~ / / ~ ~ 10. NUMBER OF PHASE 2A RESIDENTAAI. LOT5 - 9
e ~ ° ~J / ? / 11, NUMBER OF PROPOSED PHASE 1 RESIDENTIAL LOTS -146
/ ~ J ® ~ ~ Jam/ 12. NUMBER OF PROPOSED TOWNHOME UNITS - 114 MNIMUM 40 FT. BETWEEN BUILDWGS
y / ° ~ J / ~ 20 MW, NATURAIlY ~IWIMUM 20 FT. PARKWG TO BUILDWG SEPARATION
~ , x J / ` TREEA BUFFER 13. PJUMB>:R OF PROPOSED PARKWG SPACES - 246 {215 SPACES/UNIT FROVIDED) :D)
,d °J~J,~, J ~ / 30' MIN. NATURALLY 14. TOTAL LWEAR FOOTAGE OF PRIVATE STREETS - 2 682 TREED BUFFER 15. ALL DISTANCES ARE HORIZONTAL
e / ~ J / 7 ° ~ J r w ww ~l " w ° a 30' MIN. NATURALLY 16, ALL EXISTWG EASEii~1E1ENTS RIGHT-OFWAYS AND WETLANDS ARE TAKEN FRO BOU w ~ M ND, ROM BOUNDARY SURVEY, W K K
J ~ p ~ ~ f -Z.. ` - TRE97 BUFFS 17. Alt IMPROVEMENTS SHALL CONFORM TO CfFY OF GASTONIA PUBLIC WORKS r ENGaVEER RKS ENGINEERING Or o m
~ ~ r ~ i " ° _ D11diSi0N STANDARDS AND SPEC~ICATIONS AND THE NORTH CAROLWA pEPARTMENT t q / , 111 , w h IEPARTMENT OF co co CO m N
~ ~ J / . ao J ae ~ r ~ ~ / ~ t , t ENtJIRONMENTAL A1~ RESOURCES FOR EROSION AND SEDIMENT CONTROL. / e ~ ~ t 18. PRIVATE STREET CONSTRUCTION SHALL BE W ACCORDANCE WITH CITY OF GASTONIA Z c» cn c i %D m f GASTONIA STANDARDS o o m
~ / „ , AN SPECIFICATIONS. N ~
c ~ ~,r i \ ~ a • i ~ , J ~ ~ r 19. ANY DISCREPANC~.S FOUND W THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE / v ~ E~ ~ ~ ~ ~ MON OF THE OWNER AND m '0
~ ? >a ! / ~ ~ ~ M ~ ~ tt ~ ~ i ~ . ~ s >a ? >s 1 ENGWEER PRIOR TO PROCEFDWG WITH WORK. • ~ ~ 20. PRIOR TO BEGWNWG CONSTRUCTION THE G 0 TRA OR SHA „ ` \ , , El'JERAf. C N CT LL BE RESPONSE K BE RESPONSIBLE TO VERIFY a
/ I \ ~ v ~ ! ! / ~ \ 1 t ~ V~ too ~ ' ~ / ~ E ~ ~ `'y -I ~ U S ~ ~ ~ THAT All REQ 1RED PERMIT AID APPROVALS HAVE BEEN OBTAINS fROM ALL REGUL o,,,,.- ?M ALL REGULATORY
f ~ r ao • \ ~ ~ / } ,t, I t a a ~ i AUTHORITIES. >os .c r' e~ m m ~`a `
~ ~ ~ \ ~ ~ ~ i ~ ~ , • ~ 21. CONTRACTOR SHALL MAWTAW THE 5Cf'E W A ~ SO THAT WORKMEN AND FUBI p , ~ r • ~ ~ l ~ ~ , a f PROTECTED FROM WJURY, 4EN AND PUBLIC SHALL BE CA Ty 0,-
\ / m ® to • ~ ~ / / ~ Jae ~ / ~ 22 THE GENERA!, CONTRACTOR SHALL CONTACT ALL OWI~RS OF EASEMENTS, UT~)TIES AI S.. UTILITIES AND ~44'.oF • S
I ~ / I / 1 / / ~ ~ ~ ~ ~ ~ ~ ~ RI - F-WA S PUBl1 OR A PRl I GHT 0 Y C PRIV TE OR TO WORKWG W THESE AREAS. / , ! ' ~ / i~ ~ ~ ~ ~ AS. ® Q~ °
s ~ ~ , 1 1 J ~ . ~ / ae i/ . / 1 23. THE CONTRACTOR LS SPECIHCALL CUT 0 ~ s ~ ~ Y A ! NED THAT THE LOCATION AND OR ELEVATIi a? ~ „ l ~ ~ i / t ~ ~ µ ~ ~ EX(STWG UTILITIES AS SHOWN ON THE PLAN5 IS BASED flN THE RECORDS OF THE VAR ? OR ELEVATION OF SE L s OF THE VARIOUS
~ ° / ~ UTILITY COMPANIES AND, WHERE POSS1BlE, MEASURE~+iENTS TAKEN W THE FIELD. THE FIELD. THE
I ~ .r . ~ ~ / / ' ~ a ~ ~ ~ / . • I WFORMATION !S NOT TO BE RETIED ON AS BEING EXACT oR COMPLETE. THE CONTRA ~ ~ ~ ~ t t 1 ti, ~ THE CONTRACTOR FEN
J I ~ / ! 1 r ~ t ~ ~ , ~ , MUST CALL THE APPROPRIATE UT1LffY COMPANY AT LEAST 46 HOURS BEFORE ANY TR ~ ~ ~ / ~ 50' MW, NATiJRALI.Y t ~ R RHA~E ~ ~ ~ r „ OR EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTl>.ITIES. FOR ASSISTANCE V ~~•'q~~• z FORE ANY TRENCHING FcIN ASSISTANCE WITH 1w
~ ~ J J . FU~'URE PWAS~ ~ r i ~ I TRH BUFFER ~ m ` ' ~ a ~ FIELD LOCATION OF EXISTWG UT1LmES THE CONTRACTOR CAN CONTACT U-LOCO AT ' U-LOCO AT
"2 t ~ e t ~ ~ / l 1 J } J/ ~ ~ ~ 4e ~ i ~ ~ ~ ~ 1-800-632-4949, ~ a
~ ~ ~ / d ~ p ~ l' ~ ` J dp ~ oo > ~ r , - ~ - 24 THE CO RACTOR lS RESPONSIBLE FOR DAMAGE • ( t •I NT TO ANY EXISTWG ITEM AND/OR MATE AND/OR MATERIAL
. 1 r ~ • ~ ( t INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS. p 1 ~ ~ ~ ~ ' . ' ~ ~ ~ 25. Alt DIMENSIONS ARE TO SACK OF CURB, EDGE OF PAVEMENT OR FACE OF BUILDWG U ?F BUILDING UNLESS
1 ~ , / s 1 ~ ~ , ~ y ~ ~ ~ • ~ OTHERWISE NorED.
~ ~ ~ r ~ I ~ i ~ ~ 26. REFER TO ARCHITECTURAi. PLANS FOR ACTUAL BUEl..DWG DEMFNSiONS FOR STAKEOUT A 41. ~ , / m i , ~ STAKEOUT AND
/ ~ p 1 ~ L 4 / p ~ t o ~ • i CONSTRUCTION. ~ f~ O 1 _ m oo / ~ e 27. DO NOT SCALE DRAWWG FOR ACTUAL DIMENSIONS AS IT IS A REPRODUCTION AND 51 • i :TION AND SUBJECT
i „ 1 8 ~ ~ ~ ~ ~ _ - / ! TO DISTORTION.
. ~ a • , , p u / .1 ~ x t 28. CO ST UCTIO OF THE ATER A D S MUST BE OMP MF CyRA BENCH ARK N R N W Lfi`Y EVICE{) C LETED THE ENGINES ~ TE Y M . ~ THE "ENGINEER'S
~ r, i ~ l ~ ~ s~ ~ . . , r . , . Y ~ ti ~ ~ ~ ~ - ~ t ` i LE 0 „ • p / / CERT~ICATION OF COMP TI N SENT 70 THE PLANNWG DEPARTMENT, AND THE FINAI [L ~ 0 E PALE P \ ~ l ~ I ~ ~ / r° RECORDED W TE-1E CCI'Y OF GASTONIA REGISTER OF DEEDS PRIOR TO RECEIVWG A CSR' ?ND THE FINAL PLAT
I., 1 ~ 1 ~ l s / 1 , • ~ . - - ~ ~ , 6 + ~ $ ~ , t , ? ~ / ~ ELE1E! 659.89 i ~ t • ~ t t / ~ OF OCCUPANCY. EIVING A CERTIFICATE
r , \ e 29, All TOWNHOMES TO HAVE A MNIMUM OF 4 F?. BU0.DWG SEPARATION, o ~ ~ /
~ ~ ~ , ~ ~ ov U o G ~ ~ ~ 30. PR IDS 50 WIDE NATURALLY TREED B FFER AL N THE CATAWBA CREEK AND THE K AND THE
• ~ 1 1 sv t I ~ ~ t . ~ J ! MA ORITY TRIBUTARY CREpCS ON THE PROPERTY. 1. J . ~ / ' / ~r ~ 31. PROVIDE 0' 1DE TURALLY TREED BUFFER ALO G BO >a F L DU 1 W NA N TH S ES 0 AL KE POWER )UKE POWER
/ ~ ~ ~ ~ ~ ~ t i~ 1 ~ ~ r' ~ \ S `s. \ r ~ ~ ~ ~ ~ ~ C~' RIGHTS-OF-WAY.
J AMENITI' AREA ~ ~ ~ 32. PROVIDE 75' WIDE NATURALLY TREED BUFFER ALONG THE CATAWBA CREEK. ~ ~ C 1 K.
~ 1 ? ~ ~ ; I ~ / ~ / , ~ . ~ ' • . / 33. PROVIDE 20 WIMUM WID NATURALLY TREED BUFFER WlTHW AU. PRO ECT BOUND ( tM THE J j ~ )JECT BOUNDARY t~
r~ ~ ~ 1 i ~ , ~ SETBACKS AND AROUND ATTACHED HOUSWG SITES. o ~ , t t J r 34. A 30' (~IiI~IIMUM WIDTH} NATURALLY TREED BUFFER WILL REMAW ALONG THE OWT PR{ 7HE JOINT PROPERTY
~{lTt1RE GREENWAY i . t y / 7'5 FROM PROPERTY LWE OR 6 ~ - , ® > r J / 'Y ~ LWE WITH THE SOUTHWOODS SUBDEVISION. / ~ ~ ~ a
50' MW. FROM TOP OF BANK Q \ti / . r-,,,, ~ ( ~ ~ \ . ~:,.r..~. Tfl BE pEDlCATED TO 9a ~ ue ~ e ~ ~ ~ • ~ ~ 35, MAIL SERVICES SHALL BE PER WDIVIDUAL UNIT. Y7 ~ I ~ . y t j~ t
~ ~ \ ~ a~ QTY OF GASTONfA 9 1 ~ / ~ ~ i 1 ~ V t~l 181 ~ ~ ~ ! ~ ~ / ,3~. TRASH SERVICE SHALL BE PUBLIC VIA CONVENTIONAL DUMPSTFR LOCATED AS SHOWN i ~ t~P o ~o y ~ / ~ ~ HOMEOWNERS ASSOCIATION SHALL PROVIDE AND MAWTAW DUMPSTER CONTAWERS. t AS SHOWN ON PLANS. ;ONTAINERS. CITY OF
~ as ` ew ~ w t ~ k ~ i ~ ~ ~ o ~ „o° ? / \ 1 U LI ORKS WUl EMP D D ~ t ~ _ ~ , , ~ , ~ GA5TONIA P B C W TY AN ISPOSED TRASH FROM DUMPSTER CONTt IPSTER CONTAINER:
~l ~i ~ ~ ea r I J ~ ~ t ~ / ~ ~ ~ ~ c . UTll.IT1ES: PUBLIC WATER AND SEWER. bZ H
° 1 . , - ~ ~ . ~ , ~ ~ I / uc / Q t~
® 1 i v / o ? Q ~ ~ ~ ~ ~
~ ° l J 4a ~ t 1 ~ a i v ~ ~ ~ \ ~ • ~ /
11 ~ / 'Dp { I j to ve ~ g l ~ ~ ~ / t ~ , PARKING AND PAVING NOTES. , ~ ~ ~ 1
! 90 ~ t ~ oe ~ ~+1% ~ ~ ~ ~ ~ • ~ 1. ALL SIGNS, PAVEMENT MARKWGS AND OTHER TRAFFIC CONTROL DEVICES SHALT. CONFO MALL CONFORM TO ~
1 t w ~ r ~ r i 1 r ~ , r . t , ~ e ...:THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 1988 EDOSON AS AIviEND® AN /r ~ . AMENDED AND THE
t ~ ~ . r- r., t .tip. ve . ~ ~ ~ ~ 0 GASTO PUBLIC WORKS STANDARDS SPE IFIC 0 S ~ ~ . ,f `r] Cr11f F NVI AND C ATI N . ~ ~ ~ \ ~
1 / ~ ~ ~ ~ ~ ~ r` j . ~ ~ ~ ` / ~ 2 ALL PAVEMEKf MARKWGS 5HAll BE FOUR {4) WCHES UNLESS WDICATED OTHERWISE ON ~ ~ / ~ ~ \ ~ ~ / ~ ~ i~ ® ~ /I o e\ ~ ! I-IERWISE ON THE
t ~ ~ t 6 4 ~ ~ / DRAWWGS, ~ ~ / 1 ~ / 3. CONTRACTOR SE-IALI. FURNESH AND WSTALL ALL PAVE~vfENT MAEtKWGS AS SHOWN ON 1 SHOWN ON THE PLANS.
~ • 1 s ~ 1' 1 . t . ~ ~ ( / ~ ~ ~ o ~ / 4. CONTRACTOR SHALL COORDWATE WSTA 0 O S G . t ~ , . ~ LLAT! N FALL 1 NS, PAS NIARKWG5 I r MARKINGS AND
t , i r / , t i OTf~~R TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON THE SITE. SITE.
~ / ~ , . / ~ 5. CONTRACTOR SHALL SAWCUT TO PROVIDE SMOOTH 11tANS1TlONS AT TIE-WS TO EXIST -INS TO EXISTING
s 0 1 a / t f r ~ • ~ EDGE OF PAVEMENTf AND CURBS WHERE APPLICABLE AND SHALL WSURE POSITIVE DRAM ~ ® O t 6. ALT: CONCRE?E SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSI. OSITIVE DRAINAGE. PSI. ~
~ . 1 t ~ ' , ~ ~ t ! 7. JOWTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWWG EDGES Of NG EDGES OF
T 1 ~ ~ ~ JOWTW T L ~ i
S j ~ t , i 8. DO NOT POUR ANY CONCRETE BEFORE FORMS ARE WSPECTED ANA APPROVED BY PROD ~ t ~ i t 1~ J/ )VED BY PROJECT ~
~ t MANAGER. .t
~i /I R ~ ~ ~ ~ 9, PARKWG REQUIRm: TOTAL -228 SPACES {i14 UNITS ®2 SPACES/UNCf) • " ~ f - ~ , PARKWG PROVIDED: TOTAL 246 SPACES WCLUDWG 4 HANDICAA SPACES
I , e ~ 'Y t ~ ~ ~ y 10, ROAD S STEM SHALL BE PRVATE STREETS. . ® , r f~ Y
0 ~ , ~ ` rp / c 0
y ~ i ~ t ~ b ~ •
V ' W
e~„
W
/'`I!,v/ s°~m° ~v onrm n~nRC~r ioz e , \ orE.
LS SHALL. BE
`---PHASE 1A UNDER CONSTRUCTION STRUCTURAL RETAINII~C WALLS SHAl1. DESIGNED AND SEALED BY A N.C. REGIS ~L ~ . ~ ~ REFER TO PLANS PREPARED PROFESSIONAL ENGWEER, ~v~w~ ar~o N.C. REGISTERED W
WED AND Q
ti r ~ BY LANDDESIGN, 1NC. A('PROVED PQt NORTH CAROLINA BUIL ~wAY / ~ ISSUED FOR GONSTRUC710N copy. ILINA BUILDING
FUTURE GR~
75' FRC?M Pp 50' M)N. FRO 75' FROM PROPERTY LI[~ OR ! ~ 50' MW. FROM TOP OF BANK
TC) BE D®IC CITY OF GA1 TO BE D~ICATED TO CITY OF GASTONLI
EASEMENT EASEMENT NOTE:
5Q' EASEMENT CL PRIVATE DRIVE RETAWWG WALLS SHOWN ON TWS PLAN ARE FOR REFERf.~tCE OM.Y. LANDDESIGN iS NOT RESPONSIBLE FOR THH WALL DESIGN
i i WCLUDWG STRUCTURAL OR GEOTECHI~iCAL CONSIDERATIONS. IT
i t'-O" 4'-Q" 1 ~'-O" 11'-O" " 4 -0 -o" 32~_flu IS THE RESPONSIB~.ITY OF THE OWNER TO COORDWATE THE WALL DESIGN WITH THE STRUCTURAL AND GEOTECFWICAL
1•---7'-0" '-0" 2'_0" 2'-0„ ~...._.~2'-0" 2'-0" 4'-0" 7'-0"•--?{ 4'-0" 2'-0" --~2'-0'~- j2'-o" z-o° ts•-s" 4'-0" CONSULTANTS INCLUDING WALL LOCATIONS, DRAINAGE,
1 1 2 FACE OF CURB e" DEWA7'ERWG, AND CONSTRUCCION WSPECTIONS.
6 ~ i 4" " " ~ ~ 4" 1 4" ft: B
n 14 ~ 4 ~ 2 ~ i ~ ~`~t K~ ~f--""`~~ /r,•--'~-~M. J t~ 1 F ' i r ti ~~tN +!^^-"1 K~~ ,~4~~ ,i ~ LE G E N D
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n H F n " 1 4' 0
4 THICK H 4 THICK 4 THICK H CONCRETE CONCRETE CONCRETE F , . c , F P Jt a
SIDEWALK PAVEMENT SCHEDULE SIDEWALK SIDEWALK PROPERTY LWE BEFORE YOU DIQI PAVEMENT SCHEDULE H _ _ CALL 1-80U-632-4943
B 1" BITUMINOUS CONCRETE SURFACE COURSE N.C. ONE-CALL CENTER QB t" BITUMINOUS CONCRETE SURFACE COURSE CO CRETE STREET RIGHT OF WAY LNG R
C 2" BITUMINOUS CONCRETE BINDER COURSE QC 2° BINMINOUS CONCRETE BINDER COURSE SIDEWALK Z'-D'' CONGRE(F CC9tB & GCJI7FR R''$ T~'~~ L'~`W~
F 6" COMPACTED AGGREGATE BASE COURSE a s PKO)ECT LIM?5 T o
QF 6" COMPACTED AGGREGATE BASE COURSE CONCRFfESDfWA1K GRAPHIC SCALE IN FE Q 2'-0" CONCRETE CURB & GUTTER ~ ~ ~ ~ _ N FEET o
ti 2'-0" CONCRETE CURB & GUTTER
200 0 200 400 400 600 co 124 o ~
TYPICAL CROSS SECTION - ~ ~ - ~ ~ ~ ~ ~ T ~ B`~ cA '
s~raaa~s ~ ~ ~ N ~ pq}' ea ~ ~
M N.T.S. PRNATE DRNE
N.T.S. AAAcn acn a

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>a~s.~oR a~ao~ A~. ~ Q R AREA rror IN~ \ 155764 Sf. OR ,5759 AC [r r'• 4 w
•M, ~ ~ 10TAL ARfA BYOMU \ 0 !64,508 SF OR d776B A~ i z e-t b N N
~ ~R \ . xis uq~ .a~•a Y3 sour~wooo MAP t ~
~ t aa~o~+ w°' a k ~y ~ n R.B. RLiYNE ANO ~ t~ 97sc~'b i~eQ' w w WIFE, C.F. RHYNE \ A. WlGGlNS ~ ' MAP 9OOK 13. PAGE 7 ~ 9LOCK E
2437-294 \ 2337-15 LOT ~ 1 .j x{tttt i 1 lilt
Kit. GROWN E...Z~ ~{8~48Q ~ o .F, . LOT 12 S 86' Sip ureny LOT 1 J LOT 18
ri a / - '®l D ~ E~ , S !R5" C~? .••SS •
D N P manta ~99d~'r E LOT 16
/ ~ PROJEG BC)U ARY T ND ~ ? ~ E S A '
/ 2Q SIQE YARD ~EfRA ARD SETBACK ~4 ~ ~•cxs~er Abt s~,~_ p.~ ~Er7rBERt LOT 2 n ; 2 c~
J.H.O ARO / a ~m J.P. ON}N58 . ~awo ,o~ m PROJECT BOUNDARY 1 4-J98 / ~ N p a
21'!2-831 / ~ ~ ~ 30 SIDE YARD SETBACK y \ y
GI~ETLAND e i a tALONG THE sotnMwooD TOTAL SITE AREA 136.58 ACRES BOUNDARY ONLYa }
r~ / EX13T1Na zoNW~ ~-t J t Q
/ a 1 I o\ ~ PROPOSED Z4NWt~ R-3 PRD f ~ TAX PARCEL. NUMBERI t0-123-Ot6, i0--124-021
/ . • ~ • ~ LOT 3 - ~ 1o 121-oo$-02
JEGT ROtlNDARY / F.a. #4ULL AND ~ owNERI s •
~F~ ~uu. / ~ REAR YARD SEi~ACK 1264-•522 / t~ \ 41.44 ACRES LANDMARK ASSOCIATES f 19315 WEST CATAWBA A SUITE 2~ b
/ Q'i ~ ' ~ CORNEUUS, NC 28831
a f / . f ~ / ti ~ ~ ~ o, DEVELOPMENT DATA ~ ~ V w
gpQK 1'!60. P . r ~ say ~'o VILLAt~ A . ~ PROJECT BOUNDARY ~9,RN
/ y, V ' ~ s mss, 0 50 FRONT YARD SETBACK .A t79 LOT8 t50 X 120 8,t}00 SF M1N.)
• \ M.~. srJLTLi aNQ J C S ~ ~ ? 13.5? A RE WIFE, L.5. Sfhil}i f~r ~ (AVERAGE W 8,322 S~ P 4~ ~,r~~ ,~n~xd`+ VILLAC~ B • s
e ~ 2191-430 0 / ~ / 1 P ~4 ~ 180 TOWNHOMEs
~ a A~ Z ~ ~ ~ A w ~ ~ y ~a~ ~ t~ , W.,t.AGE C
1 / ( ti ~ u 5 ~ v~ b 71 L©T3 t60 X 14t} ¦ $,408 S~ MW3
' / ~ ~ _ ,f l G ~1~ AVERAGE ¦ 13,322 SF) ~ ~ ,
• I • ` ~ 'fAX PARCEL: LO-123-18 ~ f ~ VN.i.AGE D iC-123-18 • ,,,PP
/ ~ s r~ / ~ ` ~ NEt AREA BY DAiO: / '~~1 ' 5,557,070 S.F. CR t27.572a ACRES ~ o~; 12$ TOWNHOME3 ~ • ti4 TOW~'iOlu~$ ) t27.5J2a ACRES \ /
ELP. tt ~ ,i?~''` / 1 J~ r ~ ~R
~~~~~.wr~~~, - M 410, ~ ' ~ ` . ~ ~ ~ ~ LQT DIMENSION CHART r y
~ ~ f ~ ~ ' ~ J ~ ~ iaM1Ud LOT MPlMUJ LOT RiOHt MA~J616¢~ MQ+1MW REAR 1 41DiH AY W>CM AT ACNA[. YARD BULD~IQ YARD 6ULt1Nq YAAD 6N.DNQ
e9 ~ . \ 1f7. .r e~crN rr~}: ~ ~ ~ s~Taaac s~aAac EIET8ACK8 E~Agc sr~w ~ ~~•a air f , ti ~ ~'a~
.y K'Z" rx ~ ~ 0 y ~ ~ ~ a y ~ \ ~a ~ 19~g~870 V1fJ.AtiE A Q0008O.>+f ;r;1v?: bDFl: 20Fi E+Ja~-O~F•LOTB + y • ~ 4 Ft: Fri
- s ~ ~ ~ ~ r . ' e/ ~ Vi.LAQE C $Q f°7;` FC ~ f=C: {8 FT: ON STriE•!:T SO FI: ' s ~ CF OOf9r~i LOTS) bn
r TT ~ l h+P sa. a.~ V
F.E. HULLER AND ~ ~ w. EC. POOLE K ' 2 ' a ~a f ~ DEVELaPMENT TABUl.ATIQNS ~ 2~~n ~c
2547-477 TRACT 2 y 24.74.p?CR ~ f ~ ~ ~ ! ~,~„M 3.. TOTAL LAND AREA 136.58 ACRES
- ~ ~ / PAT "EYA1T PROPERTY 17 a 'k,~ o~ - SWGLE FAMILY LOT AREA• 6618 ACRES
31AP BOOK 32,-PAGE I1 @ ' I.OT 19 ' ~j; • y z jo~ ~ ~ ~ ~ h TC~VrINF[OME AREA 29J0 ACRE8
~ r cmr ol= BAST Nit . . • FUNRE GREE W i~t f • \ , ~ t?F'~1 SPACE AItEAS• 40.70 ACRES .r ~ Z!~^Y alv
1 1 75 FRC)M F C)P ~LWE C s ~ 1 ~ f d TOTAL HQUSWQ UNITS 478 UNITS ~L.WE OR ~ ooR~ ~ ' f a.?~~ ~1ooR~ la' OVERALL DEVELOPMENT DENS[(Y~ 3.49 UNtfB/ACRE
- 50 MfN. FR4 TUP~tJF BAI, ~ wlr~ ~P~OF BANK os , / tia~o z a 6p. 1 i
l ~ ~ - .4~ v ~ 4J y,~ J~' 8 Z7x ~ • / ~ ~ ~ g. ~y ~ ~ ~1F" F? o~ 99 ky y
4 1 ~o 1 h PP, ~ ~ ~ ~ O~N ~ ys?8, ~FS,~
z~ ~l - o~ ~ - m~ ~ 369~a C/)
~ e LOT 19 ~ l 4 ~ ~ ~ t L t o 1 ~ ~ C ~ ~ ~ a ~ ~ ~A CAT! ~ TA cFL ,at2 45 ROAD RO.VV. DEDI 4N
~ ~ o - ~ x 2 ,a. a. as riwn~ AREA wsioE OF It/w: tYO, o {FROM GENTERUNE OF BEATY ROAD w~~ ,0,524 s.~. R o.2a7o ACRES
~ 'Y~' .p . .-w - Q. AREA o of R/w: ~ ~ Y ~ 218,254 S.f. OR i)4 ACRES 0 ! ~ TOTAL AREA 9Y OttQ 229,457 GR 5.2447 AC. \ /
1 r ,o r ~ r',~ ~
~ er/ LaF 25 ~ • i ~ s~ ~ ~ ~~~0-~~35 ~ ~ . ~ ~
• e . ~ , ~ ~ • ~ ^o ~ ~
~ ~ / ~ ! ~ r Q'~' 1\ ~ ,y, L
,~s ~ . iy e 16.13 ACRES ti ~ U Y PROJECT BO NDAR ~ oo.
9 9 UNOB~TRUCT~C OPEN uPACE CALCULATION ti ~ ~ , / , ~ ACK ~ ~ 5d FRONT YARD SEB , , N
Vli_LAfIFg A A~1D C ~ ~lAX. 9LDQ. ~MIELQP~ ~ i nr ec t i • 1 ~
. , . _ ~ ~ . _ _ ~.v i cv 7,500 $Q. FT. X 250 LtJ'f~ ¦ 1,875,000 S0. ~T. A , ~ LT - ` ~ M.D. FORD, 9.F. FORD, O.E. FORD, r P..q w
ItiLI.AC,~$ B ANO D . ~(AX. BLQQ. ENVEt.QPE ¦ TRACT 5 M E.F. REESE, AND J.F. FORD ! A4 924-424 o,
1,800 $C~. F"1'. X 228 TbWNHOME$ " 410,400 $Q. FT. PAT EvATi PROAERTI In PROJECT BOUNDARY ~ w
MAP BOOK 32, PAGE ! t ~ COMMUNCiY CI.U~H4U$EjPOdL/F~INE$S ~ACEI.ttY ~ < 2a' SIDE YARD SETBACK • ~ ' ~ ~ H
MAX. ~..o~~ M 50,~Oa so. ~T. ~ e.
1'OTA(. ~ 2,335,400 SQ. F?. (53,61 AC,~
UNQBSTfiUCTEp bPEN SPACE .y ~ y 'r1 LR. WIGGINS AND Emmi Emwi ip:-54
8297 AC. 138 58 AC (TQTAL SITE) - °o yr 'ti ~ WIFE, S.M. WIGGINS ' ~ 1048-2z
~ M ' ~ .r .l~Y ,g ~ .pg N
TRACT s TRACT 8 N ~ o • LR. WIGGINS AND ti, S.M, WIGGINS
PAT E1+ATi PROPS MAP 9OOK 32, P!U PAT E1+ATi PROPERTY L ~;t .0 M , WIFE, 9LpC 9 N ~ S mtt X61 2071-280 K AGE MAPLECRES~ ~ ,8G MAP 900 32, P 11 0 M •~ti LOT 12t
MAP 80 K 28, PAGE 13
~ NOTL-~ I';INAt. DESIGN PROPOSES 114 TOW'NHOME UNffB,
ALLOWABLE UNDER LIMITS ESTABLISHED WITH
PROPERTY RE ZONING.
BEFORE YC?U Ca1C11 CALL 1-800-632-4949
N.C. ONE-CALL., CENTER ms Tt~E L.A1lUl 9 s ER
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~l~AHIC SCALE ~N IN FEET
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C-2 T~CHNICAI. DATA SHEEt' rEt ' i ~ Y q ~'CR ' ~
C ~ ovERALL SITE PLAN . i d' ° ~ lCl:1,C ~s 3',~1:~ a t. ~ ~ y~~~' ri~4T~•4A.lytr
t~' IQ 'tkt'.C r y ~ ~ r~{~ v w o; ' ` ~ etas SU w s =q 1~} T
C-4 SftE PLAN d ~ S pyp~... 4• ~ ?ERflntFi G x f' n rvhh . ~w 1 . ~ Ft7R0 241 ~ i Rv
GS PRI A DR{ ROFILES v rE v~ ~ b Y • ' Gk s ~t ~ r ~
C-6 PRNATE DRIVE PROFILES Y MwGHI~ ~ ~ a tltTJnW D ~ ~s . 1 ~ yr fn 1 !7~ a ClDTG4 « SAM T *'~~c
C-7' STORM DRAWAGE PLAN A6 ~ ' I . r . p1 ~ ~M . ~ . • . ~ ~ FItnares U n y Z 31 FIrnnres 4
C-8 GRADING AND DRAWAG~ AREA MAP cry , _ . Tg ~a5sroaclr~t S$I'4~(It3~ f ~ t~~`w ra ~dfiJMieY C
C-9 GRADING AND DRAINAGE AREA MAP
C-i~ STORM DRAIN PROFILES v r V ,`1 A IN
" ~ ' 4 r.'
C~-i1 STORM DRAW PROF~tES • ~ t' ' ~ w, J k CCiR " ~ 40GS U3 N N
C-'~ STORMWATER MIANAGEMENT PLAN L ~ , . HAhf~}'C ~ ' r, ~'it . I ~ ' w~ ~w ~ p0~1 1AfC L7 S ~ O in )OW Y11 co
0 ETAILS C iS WET DEif~NTl N AOND D ~"1 ~ ,--r' f ryS LCf dfJQ ` - C F! L" FN 0 u K cri %D N sY m L- m CO
C-~4 BIOREIi"DV`C10N CEIi. PLAN ~ AREA 1 ~ & 3 • ~ a~ufw ' 4 ~ M CRESI CJ c m Or %0 • '.4' 144 cn cn• c
- BIaR~~I:NTIQN CELL PLAN -AREA 4 & 5 C15 • a ~ , ~ ~ f N N -~4 *444
C-1S EIOREI~EIVl10N NOTES AND DETAILS ~ , z '4 N 0 0
C-1~' SITE DETA~.SS ',v% I' ' n J:? f m tc [ R~-r ~ W W
EC°1 Q~C3SIaN CONrRQI. Pi.AN ,1 ' ,t,~,~' :~^`',~';r 'a~ her' AK ~":t?,~,1,~~•,;,,, ,,,~I ;4'~d;.~"~,:~i.;A~I 1~" S'S ~¢M•,S~EJ'S's~,9ri1 '(y U'~' • i~: iii/N °xx,r~~ `Yi,,S .'i" 3. a I Lt' .r,1', rNr~ti: ~a ,r"' Ic
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EC-2 QtOSION CONrROI DETA~+S O
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