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o ?HPL . - - . - ~ EAS / _ ~ 377 ~ S,rr~UC TURF B ON F~..._._ - • ~ . _ _ - -
EMEN - Q CP&L ~ 1 S L1HPL i sir • / • #55
PG, 257 I1HPL . . ~ D, B, 8871, . - . - - i'
,~HPL o ~ - ~ - ~ - ' J
. . / ~L--~- ~ . 6 ; ~ .
~ _ ~HPL . l o .-f1HPL.-..-.~~ w ___i.
~ ~ , . T ` ~--T.:.~ ' CARDTN~~L~ OPEF?~ i ING COMPANY _ ~ ~ ~
~HPL_.. . . - . ~ n I - ~ " _ - _ - v CAL 1-800-40-8475
. , . . . ~ ~ - - - $EFORE YOr' DIG ~ '
PERATING_COMPAN _ _ - D _ - 1 _ ~ _ CARDINAL .
r _ / - - _ . 1-800-440-8475 ' - . _ UGGLM _ . _ CALL _ m BEFORE YQU DI r ~ . Y V f ~
E _ . _ C~MPA r~ NAL EX o
IDN NS _ 50 D ~ 2 " . , CARPI IC WATER _ ~A T`AR-~ ~ . 33 PUBL 2, ~ _ . n - ~~~8 q
ENT . IPELIN m - , - , ~ ' , - ; P rr, - - ~ ~ ~ - - _
~ / ; S~W~R; ~A ,Ei~~ENT~ , . ~~~--=r ~ ~ ~ $0~ PG, 948 ~ , I~,B, , o----- m . / _
065.. PG, 1806 z _ - - - D,B, 8 • ~5~ - , ~ s, , ~ ~ _
z - - - ~ ~ z _ , 8105 PG, 1681 D,B - ~ z _
(SEE - - N~TE 11 ;i ~ t - ~ ~ ~ ~ i` ~,r~ - s
- ZO PRIVATE A . ~ ~ ~ a
__,J - ~ a~. / DRAINAGE ~ ; ~
20 PUBLIC WATER EASEM~tNT
f. EASEMENT• TYP. ;=3~ ~ 6 'u~ ~ r ~ F-,
J ~ -
~ 375 ~ ~ %
/ l w
, \ ~ / VAR: WIDTH
4' 1' ~ PRIVATE ~
- _ \ / , .a ~ ~ ; FFE 37,6.2 DRAINAGE
/ 'h~ FFE 75.9 GFE 35.5 r~' ~ / ~
GFE' 75.2 ~ ? / ~ / 33 ~ ~ ~ i' EASEMENT~'~ ''`-'''"'''"11 ~ N Ff'E 375.7x, ~ ~A,'~ V63~"~' ~ ~ ~ ~ C ~
i
39 PUBLIC WATER FFE 3..15.9:' ) \ GFE ,375.2 / r 1 , ~ ~ ~ ~ `~J
SANITARY SEWER: / - / , \ , ~ \ FFE X75.7 • j ~ r, / / ~ ' ~ \ i. 0 ~~V
EASEMENT• TYP. / FFE 375.E GFE`375;9 ~ V C O
~ ~ -'GFE 375.2 % ~ ~ \ ' \ ~ / ~ ~ \
- \ \ FFE .3~ .'i / ~ ~ FFE 3~5.Z ~ ~ ~ C
i FFE 375.9 i . ~ ~ ~ ~ \ ~ GFE 37 ,GFE 37511;._ \ ' \ v • r
~ ~ i - / ~ ~ \ 3', / - ~ ~ \Q,. , . , , ~ ~ ~ 1 j i ~ ~ I ~ ~ ~ ~ ~3j
GRAPHIC SCA E ~ - L / ~ / ~ FFE 375. \ - ~ ~ ~ ~ -
~ GFE 375.2' i ~ ~za ~ , ~ ~ - ~ ; , _ ti A i `kV\1
x~ a t5 x~ so FFE' 375 Z- - / , GFE; 3`750 ' i r ~i I ~ ~ r ~ / a 1 ~
~ ~ ~ ~ , / / E 3'75.9. h. ' , _ _ _ ~ G ''375.2 / , f / / .r ~ c Vic' .j -
( } ~ E 375:7 ~ / , / ~ r ~ , ~ ~ ~
1N FEET ~ / / / 1 inch = 3U ft. ~ ~ „ G " ~'~5:0 ' ; ;(~(tv r. { % f
;FFE 37:9 ' / / GFE 375.2 ~ / ~ r J
s / . / / ~ ~ ~ 1 GFE.-:575:0 ~ ~ ~
T--~
F \ ' ~ FFE 37~:/ ~ / ~ / / / ~ ~ ~ VAR. ~'N11D 5ti
FFE ,74.9 _ ~ _ , ~ - _ . ~ ~ ~ PRIVATE
G 374.2 / - ~ ; F~ ' . ~ . - / ~l - " ~ ~ ~ ~ DRAINAGE (~J ~P _
/ ~ ~ r` ~ - . ~ -'FFE 375.7 w ~ ~ ; / _ . / / ~ IVATE ~ ~ , ~ EASE ENT ~ ~ ~
FFE 34.9 ~ / ,r _ - r . - ~ _ A / _ ' RA(DI~ GE IAIN~AGE / ~ ~ ~ t ' . r 1~.
' GFE 74.2 , - / f ,r , / ~ ,,,,•.Q . , , , _ 'EASEMENT• 'FFE 375.7 ' ?~EMENT; T~P: ~ ~ ~ 00 F
W ~ GFE 375.0 ~ _ . . , FFE 375.7 ~ / ~r ~ ~ CI:EARING LIMITS. ti ,
FFE 374.:9 - / . ~ / FE 375 ' r / \ GFE, 374.2. , " , / , i ' ~ ' RESTRICTED TO 20' ----J Sl EAM
'~j f • _ r ~ ~ ~ AS~EMENT TH Gl~ ~ , ~
r ,ti~ ' . ~ NEU~E RIPARIAN SUFFER
i~ ~ ' FFE 374;9 ~ ~ GFE 34.2 / .
~ i ~ ~ \ \ ~ / a ~a \ ~
. ~j~ ~ / ~ ~ / ` ~ ~
i 374.2 ] f ~ j ~ D~ ~ FE 373.5` / i F r
J ! . i ~ c~ Y , '
/ ; ; ~ ~ FE374.2 i, / ~j, ~ r« . ~ C~ s RIP ~ ~ ~n o ~ o ~ o x
r ~ ( FE 373.5 ~ / Fa jr ~ ~ v m z ~ ti. F. o ' p ~ RAP x 4X24 r'l ~ ~ ~ Q W z
/ ~ ~ N ~~~//y ~ ~ ` ~\l•~ti `tt /~~/~D} • r'r'I~ 4 'i ~ ~ y` f ~Q ~ N U ~ ~7. ~ ~ ~N 4 R
/ i i , FFE 374.2 ~ ` 1 /
~ ' / i ~ f IPF / ; GF ~ 373.5 i i "ti
~ , . , - ~ ~ ~ ~-~6~ ,f ,
' ~ r ;
~ - r
~f . ----"'J _ , ~ , jl~ ~ . ; , ' i w~ r~ Aw~~ ~ ,
'FFE 374.2 ~ _ ~ f,., ' C
1 GFE 372.8 _ ,r, i' - ~ ~ ~ , A~ .d P ~ r~ ~ f~ - ~ r r r
- ' ; r ~ . ~ - ~ i ~ ~ • ~ ~ _ _ .
FFE 374.2 r' i ' , ~ , j ` j'` .u
m ~ GFE 372.8 , , . ) , . , I I a / r ~ % ~ _
~ r ,
7 7 .2f ~ ~ o ~ ~ ~ - / ~ f 3 X3.7' r~ _ r ~ ~ F
OFE 372.. ,r r , , r ,0
~ / ; ~ ~ ~ / ~ 3' t--r / r , - ~ ~ ~ o ill'. ~ ~ ~ ~ w.- , ,r .
,FEE 374.2f, ~ . , 3 3.7 N / GFF 372,,8 " / ~ ~ GF 73. '
/ ~ : , _ / , ~ j ,
' / ' r f.. ~ o ~ I
FFE 374.2 , ' ~ / l~ - ~ FFE 373.7.. l ; ~ ~ GFE 3J~1.8 ~ / FE 373. i r> F
f I rn r~ . ~ - , , # r ~ r , z
~ ~ ~ , ~ 3 ° ~ - , ~ 3J FFE 73.7 - - o . 1 'J, .37 ~ - ~
o \ / 0 j I ' ~ FE X73. U / i ~ v ~ Z 4 :r ~ i ~
v / ,
. _ ' ~ ?UBLLC WATER ~ ~ ~ . \ , " - r r / ~ ~ ~ r % r' i i ~ i ~ f ~ r/
: / , N / o , .WER EASE~'ENT ~ ; ' ~ ~ \ / - . , _ ,
- ~ - ~ , o / / i r y.
U i; ~ ~ r. , - / - _
/ 'e ~ ` Q ~ / - v,. r
_ ' ' ~ 3 r 0., r r i r r ' _ % / / e' /
- 2 - o ~ _ _ y rr _ - , / / ~ 1 ~ _ _ r _
E ~ o -Np ~ _ _ ~ f
_ , t ~ _ - - - 20 'PUBLIC SANITARI~ 2 - f~- / ' • r
3 ~ / ~ , N ~ ~ ~ i I SEWER EASEMENT R - / ~ - , \ ~ _ - - i _
. ; _ _ _ . ~ . _ ,:r , '
f ~ ~ ~ - . . - ; a : ~ ~ ~ ~ i ~ ~ , ; r~ / / ~
~ ~ , : : ~ ~ , rn r - r^ ` r
v + ~ ~ ~ ~ r,~ _ - r . : ~ -
n ~ f i ~ . DRAWING
o , - _ STREAM _ - . ~o~ ~ _ ~ - - r.
i
i rte, ry Tr
t D r i' CA-2
i r
PROJECT NUMBER
f ,
r-~
r -77/- RFR4R ~G ~7 O6

lUOaoo
~ QMr~'
~ ~ ~
T DRAINAGE TABLE S ORM I
I~? E 33~ A 555
• Grndl Grnd! Q ~ £ ~a~
Drainage Total Runoff I Total Lrne tme Line Capacity Invert. Invert Rim. Elev Rim Elev r` o
Runoff Len th Sloe Size Full VeI Dn U r Line ID Area Area Coeff Inlet Incr Q g p p Dn Up Dn
ac ac)°. C (inlhr) (cis) (cfs) (R? (°k) (in) ~cfs) (ft1s) (ft) ft t ft - ( 1 ( (1 i_I O O h 3 "t"` H I 1 I
6~ - -'FES-1 0.00 2.60 0.00 0:00 0.00 12.31. 130.00 0.5C 30 29.00 5.44 362.95 362.30. 374.50 364.80 Mh 2 C 5 X60 A ~ Nv[] w~~~a
LP ~ 8 CB 3 MH 2 0.34 2.60 0.80 7.33 1.99 11.80 80.50 0.~6 30 30.66 2.64 363.50 363.05 373.45 374.50 ~ BM o ~ ~ ~zzz~
_ e X CB-4 CB 3 0.37 0..79 0.80 7.33 2.17 3:67 23:00 0.65 15 5.21 4.60 .369.10 368.95 373:45 373.45 . F,r ~S
FES 5 GB-4 0.42 D.42 0.5D 7..33 1.54 1.54 20.00 5.00 15 14.44 1.31 370.20 369.20 371,45 373.45. ~ ; o sT /I~ r t~,rr`rT S J AC 1~ 1 J y G~ _1 , J J J l~J
CB-6 - CB-3 0.11 1.47 0.85 7.33 0.69 7..29 220.23 0.54 24 1.6.70 2.34 364.80 363.60 373.15 373.45 - ^ , wA sl ' ~ ~ ;TF~ dF
CB-7 - CB-6 D.21 '1.36 0 80 7:33 ~ 1.23 7.18 240.65 0.56 24 16.94 3.60 366.25 364..90 371.25 373.1'.5 _ ~ ~ ~ k 3 ~ ~ ~ ~ NF~- ~~F~. wq~~ WATERLINE w~ d ~ z ~
DCB-8 - CB-7 1.15 `1.15 0.71 7.33 5.99 5.99 23.00 0.65 18 8.48 4.35 366.75 366:60 371.25 371.25 , _ _ - _ _ _ WV;
EASMENT v H
20 PERIMETER . " UGE~X ~ r, f
YARD BUFFI=R ~ v { ~
/ - ,,S 15' PROGRESS ENERGY` . ~ , o { ~ ~ ; -
EASEMENT ACCESS / / / 379 ~ , . - V ~ r(
(4:1 MAX. SLOPE) - ' _ r ~ y~
__~g,-_ ` o _ d~~~,•
- - - - - 20' PUBLIC WATERLINE EASM~NT / _ _ _ _
- 3 - - .
p . -
DHPL . - : - - • - • ~ DtNCHMARK ~ . - , , PP , . PArhITED FL PAIhlEDFLANGE ~ ~
DHPL .Q T. ~ . ~ . ~ . - . - . . - . ~ .EASEMENT ~ucrUAE Bo~r.or~F~; _ 377 184 CP& o, ,
, , . / DHPL . - , ' ~ ' - ~L~V=3~p . ~ co D,B, 2871, PG, 257 QNPL - , - . . - , . - . ' mil" L , .r
. _ ~ / 1~O PP~ o ~ , gHPL . i . 20' PE I~PE`TER ~ - 10. , , , _
; -~(A Bk~FFER- _ _ _ _ _ - r - hp
V
. - n - - ~ - . CARpIN~4L_OPER~~TNG COMAANY _ / ~ _ ~ C~Li 1-800 X40 8475 ' p _
- . ~ . - -a= • - . N ANY _ - i ~ Y NF r _ BEFORE Y011' D7G : ~ T~ _ • ,,.,-n ~ E~ a
~:.w - .T - - - - - - - ~ o _ ..CARDINAL QPERATING.COM....___ _ / - / _ _ ~ 475 - - _ ~5 7 CALL 1-800-440-8 / UGGLM ~ ~ - _ . _
_ _ . TENSION ~~MPANY BEFORE YoU DrG ; x A ~ - ~ o ~ r ~ 0 4v
D - ~ , 50 CARDIN N.T . ~ 33' PUBLIC WAtBR/, SA Ara. Y . LN m ~ ~2 , y r7 ' - - , _ _ _
PIPE. ~ . D,B, 0 ~ 4 ~ ~ 100-YR' BACKWATER S~1NF~R~ASEi~ENT ' - D ~ - ~ U - ~ , U
- - - - D,B. 8065, PG 1806 z m ELEV!= 370.76 ` z , 0) _ ,
1681 ~ ~ - _ , _ , D,B, 8105, PG ` ~ - - - - - , _ , r
(SEE NQTE 1)_ - _ - ~ ~ _ , . . :1 SLOPE - 0 20 PRIVATE ,y - ; t ~ F ~
D~ _ _ r" ~
ZU' PUBLIC WATER EASE BNT ` , ~ ~c ~ r
EASEMENT, TYP,. ,:--3~s ~ ~ / ' J - - W
' ~ 375 ~ ~
" / - , ~ ' /
~ ~ ~ ' ~ , VAR. WIDTH J ~ ~ a,
s _ ~ ~ , , . - ~ ; FFE 37.6.2 2:1 SLOPE' - , - 15 PERIMETER / 19 `4 - ~1 ~ GFE 375.5 y I sLOPE~ PRIVATE ~ WE~~.A~I~S~ o DRAINAGE ~
/ FFE .5.9 ~ YARD BUFF R ~ ~ ~ 1~ ~rs'~r..----,-EL=363.00 EASEMEN~''~ ~ - ~L
/ ~ ~ ~ ~ \ FFE 375.7,," ~ j ~ ; ,j' ~G=t~3~ . i , . •
39 PUBLIC WATER ~ 375s,' ~ / cFE' 37Qsa r~~ , / / ~ 3 ~ r~ » 375.2 32 % ' ~ WIDE , CONCRETE / ~ ~
SANITARY SEWER / ` ~ S ` 1, q FFE 375.7. ~ EASE NT. ~ / / , ~ . \ ~ ~1-~ t ME ~ P. ,FFE 375 ; ^ , \ GFE'37$.J ~ _ / j ~ ~ t ;1.~VE~ S~'READER W~ ' ~
j` ;GEE 37, 2, 1~ \ ~ ' i ~j PVC ATE FOOTER ~ ~ ~ ~ ~ ~ ~ l~
~ ~ \ ~i~ 31 ~ F / \ ` FFE ;375.7 ~ PR©PERTY LINE , ~ , ~ . / . / t \ i ; ; ~ qk PERFORATED , . \ ~ - - ~ ~ ~ _ ,
FFE 375. \ GEE 375. GRAPHIC SCALE / ,GEE ~5~ ; ~ ~ / ~ s! ~ S~ • ~D~;E .PIPE , , , A ~ ,
+a o za ~o eo Aso ,r '1 ~ . \ - ~ r ~ y r / ~ FFE' 375 \ 'h pV , r I r~
G6f 375 2 3 Q` \~'v - _ _ / ~ FFE 375.7- i ~ . ,r - ' ti. - ~ ~ -
_ _ 4 ~ , / ~ ~ . ~ r~ 35:0 ~ ' , • , , -
/ f , 375s h / , . , ' ` ' ' ! ' 3 WIDE SrRiP:.~fE'; 375.2 / g r \ ll!i FEET ' ' : ~ ~ FABERIC 3" LAl )E STRiP +~F ~ILTER !c W/ 3" .LAYER ~O~F ~ / TREAIN ' • • ~
~ ) ~ ' ~ ~ / .373:7;' \ i Hf6H W W/ • e - 40 ff. ~ / . 375:0 ' ~ BYPAS' ~ HOLE 57 STOME ON TOF 1 in h / ~ ~ TOME ON TOP Q~ Fi; \ ' • - Q r
FFE 37;x9 _ _ , , . r ' ~ / / {SEE S ~ . Q
/ , s , / ~ . / ~ ~ : iiEET - LEVEL SPREADEI ~ ~ 1 7 GF~; 37,5. ~ ; ~ , • t \ Q VEL SPREADER• QP ~ ,fir / r, ; ~ - .
/ ~ / . v / , r - 2~ ; : _ / APPRO~,..2tf'x1~' ~ ;11~ - ~.---~.`ti. ~f
/ ,412 ~ ~ % / -'FFF~37 ~ i . ~ A, Af 3 DEI Il~BAf 3' DEEP , S _ _ 60.
:EFE,374.9 ~ ~ r - ' - - \ ~ , VAR. WIDT GFFi 374.2 ~ V / j „1' / \ t, ' / \ PRIVATE EL=363:.00' ~ w G~ -EL=363 00 P LS _ ~ ~ a ~ a ~
~ ,n ~ ~ , r _ 375.7 ~ _ , ~ r ~l~.o - 6~ 2 I.VATE ~ DRAINAGE ,
FFE 34.9 / ~ GFE 374.2 > , < - . 5 . \ ~ EASEMENT , ~ A ~ m ti O ~
/ ~ r; ~ ~ FFE 375.7 EASEMENT; TYP. \ ~ \ F~ - ~ 1 ~ ° ~ Q L r ~ ~ . O m o~ 4 ~ 4 G LIMITS ~ _ ~~F ~ - ~ ~ o ~ ~ ~ ~ k
~ 375.0 , ; - - " . ~ ~ ~ ? CLEARING LIMITS ~ i f FFE 37. ~ 3.1 SLOPE / / EEE 3Tr4s - f- C ~ 37 ~ • RESTRICTED TO 20 ,374:2 i ST EAM
~ ~ ~ ~ 3: sLOPE \ S~EMENT TH~OQ~H , ~ ~ r-' ti . ~ ~ ~T TH~OQ~H ~ ~ ~ ~ -
37~a ~ ~ 0, \ N£U5~ RIPARIAN BUF ~ q.ffE3742 ~ ` ZIPARIAN BUFFER % - ~ ~ \ ~ ..r , _ a ° U ~ e ~ ~ ~ ~ a
- , ' ~ G , . _M_ _
~ ~ PERMANENT BERM ~ ~ ' / ~ 374.2:: , . ; , , ~ \ • - 0 ~ \ . ~ - F _ . ~ ,
- F . 'hr ~ / ~ _ ,
7 ~ ti 1~ . . ' 2.1 sLOP~E 3't4.2 - ~ n • • .'V C S R1P - 9 RIP ~ ' _ . -
` 373.5. ~ i ~ » % ; ` ; ' / , ~ ~ - ~ ~p~ RAP x 4x24 s~ . 4'x24° j
a FFf 374. / ~ v ~ . ~ i
~ ~ i, 2 1 o IPF 0373.5 ~ ~ / ` i I - ~ ~ ' i i
~ ~ , ~ / ~ f 2:1,8LOPE ' t • r; d
/ , m / / , r ~ / ~
~ p ~ - ,r ~ .r / / ~ Sri a - ; ;df WETLANDS i - i
~ ~ ,r~ ~ ~ FFE 374.7 - ' / , N ~ i GFE 3228 ' ' ~ a ~ i i ~ ~ F
Q Q
? #FE 374.2 f ~ / ~ 'GFE 3728 / ~ r IV ~ ~ 6' ~ ~ 2
, k ~ 0 rWrRR
! - ~ y V . NOTE SEE SHEET D-5 FOR LEVEL SPREADER AND ~ ~ ~ "~C
_ r°FE 374.2/ ~ ~ / / : 373.7 ; ~ ~ BYPASS UTANHOLE DETAILS ~ r
/ ' GFE 37 ~ - ~ / ~ %373. ~ , % Q G _ oW
~ ; v FFE 374.7` : / ~
/ / ~ FEE 323.7 ~ j .t ~ \ ~ GFE 3726 / / o ~ o
U ~y ~ ~ . ~ ~ sLOPE o
,r' GENE ' 4
~ ~ . , ~ OTE #7 . , . - N 30' PUBLIC WATER/ ~ \ r ; • ~ , ~ ~ Q _ GENERAL NOTES ~ W
SANITARY SEWER EASEMENT ~ ' ~ ~ . / ,
/ _ ~ \ - F ~ ' -
~ ~ , ~ ~ a i~~ 1. BOUNDARY AND TOPOGRAPHY SURVEYED BY ROBINSON & PLANTE, LAND SURVEYING: d
o r > 2; CONTRACTOk SMALL VERIFY THE LOCATION OF ALL EXISTING WTiLIT1ES, AND
Q 2U,, \ x ~ _ , ~ ~ , SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS :ACTIVITIES.
3 E - " .ti : - ~ 2D PUBLf& .SANITARY ~2 0 ; - CALL UTILITY LOCATOR SERVICE 4$ HOURS PRIOR.
~ N ~ ~ SEW~It EASEMENT 3• ALL GONSTRUC110N AND MATERIALS SHALL BE IN ACCORDANCE WITH TI1E TOWN OF HQLLY SPRINGS DESIGN. AND CONSTRUCTION STAMDARpS AND SPECIFECAIIONS.
_ / , B ? ~ 4, CONSTFCUGTION DRA4NNG :APPROVAL IS REQUIRED BEFORE CONSTRUGIION ON TiIS
. Q / _ PRO~CT MAY BEGIN.
m J . . 5: ZONE NRBI OF THE 100' NEUSE RIVER BUFFER IS TO BE LEFT COMPLETELY UNDISTUaBED.
o ~ ,V r m ~ STREAM ~ 6. NO FILL MATERIAL IS TO BE BROUGHT INTO THE NR61 BUFFERS ANd NQ STRUCTURES ARE
L A G LL ~ RET INIId WA ~ ALLOWED WITHIN ANY OF THE BUFFER AREAS.
- ~ m DESIGNED BY HERS- < ~ ; 7. CONTRACTOR TO ENSURE THAT CONSTRUCTION OF PATIO OR DECK NOT ENCROACH
/ ~ t ~ . _ Q ~ - ~ ~ ~ 1 / ,~~r - ~ - ~ INTO t0O-YR FLOOD LINE BEHINd UNITS 20-23.
~ - ti o N ~ f _ DRAWING
20' PERIME SHEET
YARD BUFF
CMF r ' LEGEND THIS DRAWING IS THE PROPERTY OF;
IPF, FOUNII' Spaulding & Norris, PA
ER TER B(ER $,M, 03,:,.,-PG, 1572 FFE - FINISH FLOOR PLANS and is not to be reproduced or copied in whole or in part without C GFE -GARAGE FLOOR ELEVATIQN permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to. PROJECT NUMBER
x' ,:,B• $pNrr9RY 8a UTILITY- EAS)EMENT o ~ HP - HIGH POINT Spaulding & Norris, PA, upon request.
euu~,?; t-11. 15 le
6% 29-O6

_ _ _ ~aQOo
~ I I I 'OI i~N
GENERAL NOTES ~ ~ n
IF 1F VALLEY CURB 1S 1. ALL CONSTRUCTION AND MATERIALS SHALL BE 'iN ACCORDANCE W W W
~ ~ D? DAMAGED DURING CONSTRUCTION. WITH NCDENR, N.C.D;O.T., AND TOWN OF HOLLY SPRINGS 'STANDARDS a
M--.-_. 1`~-- IT IT WILL BE REPLACED AND SPECIFICATIONS. ~ ~ o 0 p rn z ~
DRAINAGEAREA Q70 REQUIRED REQUIRED BASIN SURFACE AREA VOLUME WEIR BASIN w__....--w---w ( SURFACE - ~1 2. CONSTRUCTION DRAW?NG APPROVAL IS REQUIRED BEFORE ! i i i W
AREA VOLUME DIMENSIONS PRQVIDED PROVIDED ~:ENGTH TYPE BASIN ' (WATER STORAGE) 1~\ N~ CONSTRUCTION ON THIS PROJECT MAY BEGIN. ~ w
sf c LxWxDe th ~ (acres). (cfs) O (fl ( P) t~) (ft) yO,[~ w ~ c~ c~ ~
LP 2.86 7.23 3148 9 296 93 x 50 x 3 3;828 9,234 10 1 ' #1 UGEBX ( r6 3. THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA 'ONE CALL" ~ a a a
#2 0.71 1.79 782 2,556 57 x 31 x 3 1,275 2,565 D F~, _ _ - - fIGCABX ~ A AT 800-632-4949 FOR ASSISTANCE IN LOCATING. EXISTING UTILITIES. ~ ~ N
TRAP TYPE. t =CUSTOM TRAP ` 2 SST Opp ~ S ~is~. ~iy FF CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. } ~
~qT Si0 F\ D /1 0 0 0 ~
20 PERIMETER 3 , R~~ 'ti'F YARD BUFFER,, w
i J
w~ CONSTRUCTION SEQUENCE. w~ _ ~ O ,`~tfl}urrrrrrr
GRAVEL CONSTRUCTION - 1. OBTAIN GRADING PERMIT. ~N~''%,~~ q
ENTRANCE (54 k25
_ _e , O 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE(S), TEMPORARY ; pv d~Q-t®
s J~ / ~ DIVERSIONS, SLLT FENCE, TREE PROTECTION FENCE, SEDIMENT TRAPS ',~;c~~ -;r`~ -
r _ ; ,ter _ --JCS..- - , /BASINS aR OTHER :MEASURES AS SHOWN ON APPROVED PLAN. v i~ rn ~ h , ~ ~
~ CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ; ti :
F ~ ` • 3. CALL FOR ONSITE 'INSPECTION BY THE TOWN OF HOLLY SPRINGS ~ '%N ~ J
- __.r-. _ _ 378 _ - , TO OBTAIN A CERTIFICATE OF COMPLIANCE. ° t~ "
OHPL ' " W - \ / ~ rrrrUIIJN~~t 20' PERIMETER 4. BEGIN CLEARING AND GRUBBING.
. OHPL . ~ ~ - ~ - . - 20'- PERIMETEI - - . - 1 - QPP - YARD BUFFER YARD BUFFER - v't~F~ : _ - ~ ~
ONPL . - . - - . - . . - ~ EASEMENT i _ _ ~ - 377.. , ~rRUCruRE_,._ ~ ` - S. BEGIN THE 'ROUGH GRADING OPERATION OF THE SITE. MAINTAIN rn
. ~ . ~ 18Q CP&L o~PL . - . . - ~ - 55 _ ' PG. 257 ~ .2$71 ONPL ~ - D.8
~ _ e OMPL . . . , f.~6 , ~ . o ~10- . - ; J ~1 ` ~ DEVIC'ES AS NEEDED,
. ONPL . 376. - . - i3`C - 6. INSTALL STORM DRAINAGE, SANITARY SEWER, AND WATER LINES AS ~ ~ ll
. - - , . . o - H PL - . ~ . 1
D ~ - . - _ , . 9 CARDID~4~._ OPERA~,ING_COMPANY__ ~ - SHOWN ON PLANS. PROTECT STORM DRAINAGE INLETS WITH BLOCK CAVr 1-800-ado 8475; ~ AND GRAVEL INLET PROTECTION. tV ~
- _ - . L OPERATING. COMPANY- _ "i` ^~r"' .y~ J m . - :BEFORE YO,.tT DIG ,
o _ CARDINA . _ _r- . ~ . _ _ 1-800-440-8475 p ~ ~ 5 ~ . o _ CALL UGGLM ~ ~ I ~ ' " ~ - ~ ~ " ~ 7. STUB STORM PIPE FROM MH 2 TO FES-1 DURING GRADING •p ~ ~
. - ~ ION COMPANY ' BEFORE YOU DIG S AL EXTEN _ , . 50 CAR ~ . IN o-- ` ~ - OPERATfON SOVTHAT RUNOFF FROM'. PIPE IS CAPTURED BY THE ~w ~ ~ TEMPORARY DL ERSfON DITCH,. y Q
~ ~ ~ ANT . ~ ~ - : : ~ , _ _z { s_ ~ 0
.PIP ~r, ; - D, .948 ~ ~ / ~ - . . - - I ~ _ L ` -1 8. BEGIN FINE GRADING OF THE SITE: INSTALL CURB AND GUTTER ~j ~V'~
~ 1806 m m D.B. 8D65, PG. z z ~ , ~ ~ 1, - i MPQRARY DIVERSION ,~65 ~c70 YEAR AND SIDEWALKS.. '
D.B. 8105,. PG. ib81 ~ _ ...SEE NOTE 3)_ - - / DITCH BERM (T _ FLOOD LIt,~E' PER ~ NCH/BERN (Ti~,w fi' _ ! STflDY COMPLETED
o ~ Y , ~ 9. STABILIZE SITE AS AREAS .ARE BROUGHT UP TQ FINISHED GRADE c~z i , ~ ~Y JOHN R. McADAMS ~ ~
- ` ~ ~ .-------r - ~ ` ~ i .TREE PRO.ECTI(1N ~ ~ l , , Oi ~ FOR' THE BRIDGEWATER WITH VEGETATION, PAVING, ETC. Q ~ _ ~
SILT FENCE {TYP) ~ ~ / ~ a O~ ~ ~ ~ SUBDIVlSCON ~ ~ 10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE
f--375 - ~ r ----==y`--- - STABILIZED COMPLETELY, CALL .FOR. INSPECTION BY THE. TOWN OF ~ ~ ~
- ~ 375 dry' ~ ,5. i ~ ~ f ~ 6 o ~ - - Y SPRINGS - ~ FlOLL _ , ~ ~ ~
, - / _ ~ , / ~
11. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS AND ~
s ~ ~ ; ~ . - , - , - - _ , BA~~~ ~ ~ ~ CONTROL ND E~ 5 ~ SEDIMENT BASINS AND SEED OUT OR STABILIZE ANY RESULTING BARE ~ o ~ ; ~ ~ / AREAS. SILT ANO TREE FENCING SHALL REMAIN IN PLACE. `
i 15' :PERIMETER ~ ; , ~ ey X ' , X ~ ~ r :R
YARD BUFFER ~ ~ r 63 ~ ~ . 63~~k ~ " i2. FINISH FINE GRADING OF SEDIMENT BASIN AREAS AND STABALIZE
~ ~ r ~ ~ ``~"•~s,;-'~ / WITH VEGETATION. INSTALL REMAINING PIPE FROM MH-2 TO FES-1,
~n4 ~ 8" DIP, fOREBAY, AND LEVEL .SPREADERS.
i ^ ~ru. 1k / ~ ~,,c \ , I
< ~ ~ / I ~ T_ , PROPERTY LINE... , . , ~ - ' ~ i3. WHEN THE REMAINNG AREAS ARE STABILIZED COMPLETELY,. CALL
16 ~ ~ ~ \ M v' GRAPHIC SCA..~ ~ ~ . ~ ~ . mN FOR'. INSPECTION BY THE TOWN'. OF HOLLY SPRINGS ENVIRONMENTAL ~ , , INSPECTOR.
w- ~ ~~d' h i ~ . A g ~O ~ ~ ~ ~r a w ~o a>o too 1 ~ ' ~ ~ ~ ~ ~ ~ ~
r _ ~ ~ A-~ _w r . f., 4 r ~ 14. IF SITE IS APPROVED, REMOVE SILT FENCE AND TREE PROTECTION
' • • • • , ~ ~ ~ . ' FENCE AND S£ED OUT OR STABILIZE ANY RESULTCNG 6ARE AREAS; ~ 1
/ , ~ ~ ~ ~ 363 IN FEET / ~ ~ f , ~ ~4
( ) . i ~ , ; \~63 3s4 ~J ' ~.STR ALL REMAINING PERMANENT EROSION CONTROL. DEVICES, SUCH AS VELOCITY DISSIPATQRS, SHOULD BE INSTALLED,.
i ~~PQ C ~ - - " ' 15. WHEN VEGETATION HAS BECOME ESTABLISHED CALL FOR A FINAL °
P; ~s / 0 / ; s - k i ~ s •
~ • \QQ' ' • FREE --r~~`~- SITE INSPECTION BY THE TOWN OF HOLLY SPRINGS. OBTAIN A t ~ p~' p'~Q'' CERTIFICATE OF COMPLETION. ° ,
,r- ~ 5~ ~ PROTECT`
~ .n , Q - y ; , / _ _ x. ; G~ ~Q, FENp E ¢ ~ w ~ o o a ' ~
~ ~ _ , _ ~
o SLOPE PROTECTION ~ / `?r--_:.__..-_ ~ , - , - O'~• ~Y ~ O N ~ti. o . * . • - : - ~ , ~ , EROSIO(V CONTROL NOTES ~ a ~ ~ ~ w 2
I z N ~ (SEE EROSION COIvTRCL NOTE i ' ' • 0 y/ ~ v gyn. ~ ~ }i Q
I ~4 AND DETA16 SHEET D-S.} , : ~ / ~ ` .~U ~ ~ N - ~m • ,.,J S EAM ~ ~ 1. CONTRACTOR IS RESPONSIBLE FpR LOCATING ALL UTILITIES 48
~ ~ - / ~ N / - " l~, ~ HOURS PRIOR TO ANY WORK. Q a ry ~ ~ QR, o ~ ~ yQL m
o~ / ~ ~ / ~ I ~ J (v U ~ ~L I~ ~l 4~ ~L ~
Zoo ~ ~ ~ , ,'J" • 1~ • • ' ~ 2. ALL DISTURBED AREAS AND CUT/FILL SLOPES SHALL B'E VEGETTATED y.~` WITHIN 15 DAYS OF ~AF ANY GRADING,
~ ~
- 3, THE ANGLc FOR GRADED SLOPES AND FILLS SHALL BE NO
; ' GREATER THAN THE ANGLE. THAT CAN BE RETAINED BY VEGETATIVE
e~.• / • p~5 ~ ~ ~ ; / / ~ , ~ ,I I Q , COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR
~ t ,I ~ ' ~ : 1--~~. STRUCTURES. iN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
~ ~ ~ .y /7 ? 7 ~ ~ I o ;W1LClAM A. ROUSSEAU ;r IPF % J i ,~j i CALENDER DAYS OF COMPLETION OF ANY PHASE GRADING, BE , PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
D. B. 3~ 1 ~ P~. 444 ~ ~ . , ~ = m ~ / / ~ , ~ TREE OTECTION,~~ ~ ~ P1N NQ. 0649-98-5398 i > ~ " GROUND COVER, DEVICES,. OR STRUCTURES SUFFICIENT TO RESTRAIN
m zorvEn: c- ~ ~ ~ ~ ~ dr SIL EN E~ } ;EROSION
~ / ~ _ • ~ T ~ : ~ i ~ ~ . ' WETLANDS a MAP G'Y SMITN & SMI,N SDRI/EYOR_~ ~ , , i~
rn ~ / - ~ ENTITLED APEX" INDU~TRIA~L CENIEK ~ ~ ~ ; ,,y~ 1 - ~ f . ~ 5. WHEN SEDIMENT BASIN #1 HAS BEEN REMOVED., AREA .SHALL BE
o AND DATED FEBRUARY 197 s. ; ~ ~ l ~ „ ~ ~ / j ~ GRADED. FLAT AND FILL MATERIAL REMOVED. Q
~ r / ~ / / ~ : ~i - ; , ;SLOPE ROTEGTION,,% ~ ~ . 1
~ , . ~ ~ ~ SEE • SION VOTE o ~ r,.I ~
, , , #4 -AN'6~DET ~T D 5.) U ~•,l
o_ " ~ -
- z a _ ~ ~o
f ~
,a , rf 3 / ~ _ / f i i EROSION CONTRQL LEGEND
~ ~ ~ ! ~ i~ BAS N Q ~ ~ C
C
I \ ~ ~ . \ ~ ~ -X =X-X-X -X-X - SILT FENCE ~ ~
N ~ - :i 0 TREE PROTECTION FENCE Z
~ ~ ~ T
o - - - ~ - ~ ~ ~ ~ ~ LIMITS OF DISTURBANCE O ~ Z
~ , ~~ENCE TYP
~1 ~ r / ; rPF ~ N ~ o TEMPORARY DIVERSION ~ RE Q w
~ 3 INLET PROTECTION
N !DITCH (BYPASS o ~ _ m OFF-SITE RUNOFF ' ` . ' : TREE PROTECTIQN _ Re 3Q' , ~
- r ONLY) ~ , ' & SILT FENCE (TYP) NR TEMPORARY DIVERSION BERM /DITCH
e ~ G
o / # ~ ~ - ~ L ~ ~ y
. : . • ~ ~ \ F '
t ~ F. o r F ~ v~'~ ~ , ~ -e - ~ ~ o~ ~ ~ STR M i DISTURBED AREA 3.86 AC
b ~ r t Gj rn ~ , F. ~ ~ ~ i' ~~'1" ~ ~ , 'K - ~ .•...f~ ' Q ~ ~
~ TREE PROT ION / , . ~ ~
' ~ a ; ; ~ ti; ; / ~ & SIlT FE C~- TYP~ ~ , ~ r~ ( - v`
- ~ , . y - - N DRAWING
20' PERIMETER THIS DRAWING IS THE PROPERTY OF: SHEET
Q 0 / N r m CMF YARD BUFFER Z a 1PF,i RFBAR~ r zu Spaulding & Norris, PA
and, is not to be reproduced or copied in whole or in part without C-5.0
o FOUND permission from Spaulding & Norris, PA. This drawing is not
97-2768 1' . j l r NRB2 to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request, PROJECT NUMBER
o / FXi 81N1
f r` f
CL: ~9-06

_
~ o o
~ 4-+ o
m zr J
M
SEAL WEIR WITH SILICONE SEALANT AFTER FINAL ~ Z 4
ADJUSTMENT C] Rr a
H ~
} ELV. 364 53 U7 ~ O
l ° o _ ; ~ 1.0' ~ q p
2J
° 1.58' o~
aR - ~ r tU
ELATION SLOPE fNSTA I~ z
r
-12 = _ t ~ SETfSCREW (TYP) PRECAST WALL DO NOT EXGEED 5 0 FT-LBS TOUROUE ~ ~ ~ ~ ~ ~ ~""rrrf a=5
(30 cm) ~ ~ ~ F
2°-5"
{5cm-12.5cm} 6° ~ ~ ~ ~
NOR H (15 cm) T , _~o ~ ' HIGH FLOW BYPASS. MH -WEIR DETA L ~
AMERIC~4N iy ~ t~ NOT TD SCALE ~°°O~ ~1-~)
GREEN . k : h.. (15 cm) 0 .
EROSION CONTROL Products ~ • -t :Guaranteed SOLUTIONS ` , ~ „ ` , ~ CONE OR FLAT TOP ;ONE OR FLAT TOP. vi r
s~ OPTIONAL O )PTIONAL TOPELEVATION=374:50 ~ "hrr~,"i~liy~~it~` INLET PIPE
14649 HIGHWAY 41 NORTH r' ^ ^ ^ ^ EVANSVILLE, IN 47725 ^ ^ 3Q" ftCP
800-772-2040 • WEl ~ _ ~
www.nagreen.com - _ A3"-
7.Scm
~ ~
- 0 ~ ~ _ BYPASS FLOW - ~ ~ OUTLET PIPE ;
30" RCP ~ N ~V ~ ' ~
C ~ ~ , ~ ~ 0 a..
LOW FLOW OUTLET~PIP~E ~ ° ~
AOJUSTABLI ADJUSTABLE WEIR - I-T C, I ' 8" PVC ~ R° ~ ~ ,
SEE DETAIL SEE DETAIL I fi 7RANSITfON FLEXIBLE ~ °D
1. PREPARE SOIL BEFOR€ 1NS1•ALUNG ROLLED EROSION CONTROL PRODUCTS (RECP's}, INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED. .COUPLING ~ Q I ~ .I ~
NOTE: -WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA: CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. ' BYPASS FLOW GUTLET ,nL~ f h' y / ~ ® ~
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP`s IN A 6" (15 CM) DEEP X 6" (15 CM) WID€ TRENCH INLET PIPE WITH R XIMATELY F R -SLOPE PORT10 TR CH: ANCHO THE 30^ RcP APP 0 12 {30cm) 0 ECP s EXTENDED BEYOND THE UP N OF THE EN R dLETPIPE .'i ~PIPE-3d'RCP HIVE[ FLOW .BYPASS - P~A{V YEW ~Z.~. 0" RCP ~ ~ NQ1 TO STALE ~ ~ ~
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPF,;.T THE TR€NCH AFTER STAPLING. APPLY `SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) :INV. 363.05 PORTION OF RECP's BACK OVER SEED ANO COMPACTED SOIL: SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF 3.05 Q INV. 362:95 ~1 ® ~ ~
STAPLES/STAKES SPACED ,~PPRJXIMATELY 12" (30 CM} APART ACROSS THE WIDTH OF THE RECP's. i ® ~
3: ROIL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. REGP's :WILL UNROLL WITH APPFOPRIATE 51DE
AGAINST THE SOIL SURFACE. ALL RECP s MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING APLES/STAKES LOW FLOW OUTL IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM" ,STAPLES/STAKES a° avc LOW FLOW OUTLET PIPE ~ ~ ~ ~ 8"PVC ~
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. INV. 362.95 INV. 362.95 ~
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 1.2.5 £M) OVERLAP DEPENDING A 1 NOTE 1- CONTRACTOR TO SUBMIT CUT SHEET FOR.
ON REGP's TYPE. HIGH HIIjH FLOW BYPASS MH - SEI~~~OIV U~EW PROPOSED BYPASS MANHOLE. NOT Tv ~i,~LE r
5. CONSECUTIVE RECP's SPUCED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} WITH AN APPROXIMATE 3" (7.5 CM) gVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP s WIDTH.
NOTE: *IN LOOSE SOIL CONDITIONS, THE USE Of STAPLE OR STAKE LENGTHS GREATER THAN 6" j15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's. ~YP~~S MAIUH~LE STRUCTURE
- 0
A L-
,ry r G}
• LEVEL O 1° r) LEVEL SPREADER FOREBAY VNDTH m ai W
SPREADER (CFS) LENGTH SIZE 4 ~ ~ c 4 ,_i wz
1 1.92 78' 10' 134 SF ? [JJ _J
cti r, W ~ q~r O~
a W i W 2 W l
W ~~,c ti O~• OW Q~~
GENERAL NOTES: d~ u~ O 4 ~ 4v~ 42
' 'RIP RAPT A DEPTH OF 1' W TYPE 2 FILTER FABR i. FOREBAY TO BE LINED_W/ CLASS B 0 / FILTER FABRIC.
2. CONTRACTOR TO STAKE FOREBAY AND LEVEL SPREAQ~ER DLMENSIONS PER GRADES DES
SHOWN ON PLAN SHEETS C-4.0
~ ~
~j ~ t `'lay ~ L I u- ~ 1 -'T:
r.
_ C;~C~~I ~ ~ ~ , , z ,
PATH OW F =o
vJ
LEVEL SPREADER LIP ~ ~,1;Oi ~
V.1
G» „ 3 LAYER 3 LAYER OF 57 STONE " r _ ?
I ~~C~~~ ~ ~ ~ U
' , ~ ~h
• REPAR REPARIAN SUFFER til 4 V, ~
G„

- -
3' 6„
3~ , 2 3 MIN E
3' WIDE STRIP COVER WIDE STRIP ~ p ~ ~
- OF FILTER FA6 6" FILTER FABRIC ~ v ~ ~
, ` .
,,~,rF~:r~~r' ~P i w
6" PERFORATED HDPE CONCRETE FOOTER =00TER ~1
UNQERDRAIN W/SOCK TO BE DESIGNED GNED
TO DAYLIGHT BY OTHERS
EA LS W OF A LEV UE PRO LE DER PLAN VIEW ~F A LEVEL SPREADER
Q.T.S. f~; T. S. wa ~Q,goo.
SHEET

LEVEL SPREADER DETAIL D-5
PROJECT NUMBER
629-0:63