20081310 Ver 1_Site Plan_20080827

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WAXHAW-€ND€AN TRA€€e R4AQ
OVERALL SEDIMENT � FWLRA SITE U�
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1 & EROSION PLAN WAXHAW �y j
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SCALE 1 " = 100'_0„ � � LIQ
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�- FINAL CONTOUR VIC oN TYA€E MAP
4o — — -- EXISTING CONTOUR
o � TEMPORARY SEDIMENT
�= FENCE DOTES :
— --- -- TEMPORARY CONSTRUCTION
ENTRANCE 1. TOTAL DISTURBED AREA = 10.06 ACRES.
O 6 �����`' LIMITS OF DISTURBANCE 2. CONTRACTOR WILL BE REQUIRED TO PROVIDE
RONALD MASSEY %' T.D.D. TEMPORARY TEMPORARY GROUNDCOVER ON EXPOSED SLOPES
r Q q k 05084013 ���� WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
R�NA�o MAss DIVERSION DITCH OF ANY PHASE Off' GRADING. PERMANENT GROUND-
0 3Qs� ASPHALT PAVEMENT
013A COVER IS REQUIRED FOR ALL DISTURBED AREAS
P.D.D. PERMANENT WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
Cn
D DORA RU Nt DIVERSION DITCH (WHICHEVER IS SHORTER), FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
m ��,�°� ^40 �f' 0" 24.E 051 10063 SDAL� \ •_j FRANKLIN SPARKHAN LIMITS OF
3. EXISTING UNNAMED CREEK DISTURBED �
050840
16 DISTURBANCE LENGTH EQUALS 111 LINEAR FEET.
31 e BEGIN SILT FENCE 0ARY ETRrCK 4. CONTRACTOR WILL ADJUST FINAL FINISH FLOOR (619.0')
}— f 17 TO BALANCE THE SITE CUT & FILL. ANY BORROW SOILS
¢ �. LIMITS OF 326.97' I� F 580� „ m o o vrD No / REQUIRED WILL BE OBTAINED FORD APPROVED OFF—SITE PITS.
D_ DISTURBANCE N12`47'49"E fJ IIST ! 4Q 16 E 137 r, 50s4088S
NO SILT FENCE 381.86 I FEN E 5 77 T © 18 DORrNE
0 '� TE100MP. o �, ,�� �;� / 5 �� (TOTAL) � � G u508405 9-
Limits of UNNAMED T �,/t _ 17
CON r�LICTI©N �� �, Drainage EAST TWEL I r� 0?
imes T. �' � Temp. CREEK BA ` / "' u« \�
` ROMINS N ,Sed. Trap 1 � 1 8 .99 � SUM ERS
_ 20� 04 o
Q tea � T. 5 � �
t �
W - , Trj% S�EMACIT TEMP. a� '�` LI,0I � c 1 9 \ ----- ��
� �� �`K NO T CE SILT FENCE units a IYIS U ANCE R R 4 D o / •p / Drai O• � E I IL F NCE �
>- J / Tom
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G NOTE: OFF-SITE E E s // NO NO
Lij DRAINAGE FROM , f TE D. / DISTURBANCE IS U B N E
SOUTHWEST EQUALS THIS AREA HI AR / �----�
W 65+ - ACRES ESP -� P OSED \ POP S EAST 1 �j
i t ,r'� U i C'\ a� .> ` B I i iv ,� MI S /O F
CJ I a \F. 1 .0 /� i fa/J
ry 61 �/ DI , U BANE PROPE TY P RC L N 51 00 2
CL LIMITS OF � ��O �.r•-- N SIT F CE 1
U, DISTURBANCE ,.,�' 4 � � � � IMI`I S F '
-- TEMP. SIL€ FENCE -� �- '`nQ ��
\ arm � D I TU BA E
/� ` \ i f Limits`e Li its of
�.�..� Temp. Creek Dra' a e � T MP. SIT C
Crossing See --"` j -�' /" g
Details �' Limit '' / _ �` Te P em a e
© ,n 9 �• ] .�Q '�.`/ > � e 10 � � � �` �d. Trap 3LLJ 'Sed. Tap 3 -- -- ' �..--''-•''�'
�.! DOUBLE 48 RCP =' �_�'` ,�/ � 1 °; •�. � �-
79 LF AT 3% SLOPEry �-
Q I.E. IN SOUTH 600.5 ``----"1 ___ _ -
= I.E. OUT SOUTH 598.0' 1 ~_-- _` ---� __ NC MP PVC SEiT-"
I.E. IN NORTH 601 .0' eF 630 6,d0 DR~ACID- 'tPE 45 LF
I.E. IN NORTH 598.5' AT JOSEPH D. ROGERS
CREEK DISTURB I.E. 0 ' �-�`-- ----�
O _T_-- -'--_"� - l_ -- P.O. BOX 840 �'
! 11 LF TOTA < __ _`�'� __�_�__ _ ----=---- - __�__y f ____ _ --- '"'r--- - ---� l
Q - -"' -_ � - _ ---- -------- DISTURBANCE JOHN R. YARBOROUGH
1914 ± 1.ff" _ ------__ — t{{ �y/�pp n//•�� p �p�
J L35 S.A.L. RAI Li V!iD O V' 1\ VY- 7909 WAXHAW HWY.
RAILROAD MILE
N 0 NCE I.F �-- osos7o��o ��� ,���r �'��"'
�- MARKER 318
WAXHAW COMMERCE, LLC a ari
01511 0062A
WAXHAW COMMERCE, LLC CONSTRUCTION SCHEDULE
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W 050811-0(�1 T� !�/ /�"' 1. Obtain plan approval and ether Gpplicabw_ permits. N1P_2NTENANCE PLAN
a l ? Flag the work limits and mark the oak tree and buffer area for. protection. ��� �3�
0 a'A N �' _. 7= 1 _::o.sion and sediment control practices will be checked for srabili.t_.• - -• - -Y
peration following every runoff-producing rainfall but in ne case
J t �• / 3- Held preconstrueta.on conference at least one week and a Prior to starting
construction. less than once every week. Any needed repairs will be made immediately to H ,,t a ,3
4. Install sediment basin. as the first aor_struction activity. maintain all practices as designed. REVISION
. The sediment_ basin will be cleaned out when the level of sediment reaches 08/12/2008-Added.
! 5. install storm drain with black and gravel inlet protection at construction 2.0 ft below the top of the riser. Gravel will be cleaned or replaced when Various Notes.entrance/exit- P the sediment pool no longer drains properly.
3. Sediment will be removed from the sediment trap and block_ and.gravel inlet
m G. Install temporary gravel construction entrance/evil. protection device when Storage capacity has been approrimate.ly f.9.11ed.
"? will be cleaned or replaced when the sediment pool no longer_ drains
© ?. Construct t�-rporary diversions above proposed building sites. Install rave Li level level spreader and sediment trap and vegetate disturbed areas.
F- NEW iRON
4. Se'jiment will be removed from behind the sediment fence when it becomes
SETAT 30.00' H. Complete site clearing e s ar for the old gully channel in the northwest about 0.5 ft deep at the 'fence. The sediment fence will. be repai.rec3 as
rillportion of the site. This area will a cleared during last construction necessary to maintain a barrier.
� phase for the installation of, the riprap channel liner.
5. All seeder areas wall be fertilized, reseeded as necessary, and mulched
0only. Clear waste disposal area in northeast corner of property, on as needed. according to specifications in the vegetative plan to maintain a vigarnus,
0 // Q 10- Rough grade site, stockwile topsoil, construct channels, install culverts dense vegetative cover.
and outlet protection, and install sediment fence as needed. Maintain
W diversions along top of fill slope daily. NOTE: A temporary diversion wi11
be constructed across the middle of the graded area to reduce slope length
and the bare areas mulched should grading be discontinued for more than 3
weeks,
Cn
11. pizti.sh the slopes around buildings as soon as rough grading is complete.
Leave the surface slightly roughened and vegetate and mulch immediately.
Complete final grading for roads and parking and stabilize with gravel.
ry
0 13- Complete final grading for buildings, DATE% 06/30/"008
W 14. Complete final grading of grounds, to critical areas, and permanently PROJECT No. 0 P-026
vegetate, landscape, and mulch. ����N BY.. GC,�ft
S 15. Install riprap outlet channel and extend riprap to pipe outlet under APPROVED BY% GM
entrance roan. .411r ® 1v�
SHEET
16. 'Ll! errs'-on and sediment control practices .rill be .inspected weekly :end
AUGafter rainfall events, deeded repairs .ill be made immediately. ��A+ ry
_"�Y t L®®8
����'"
1 After site is stabilized, remove all temporar=- measures anal install L,�
permanen', vecsetation on the disturbe areas. �� WTI llMIRDSTORM A`'� -R
ATER RRMCH
1#3. s' im ted ti.n,e before 'Cinal .,�_abilizat or.--9 months.

DRAINAGE AREA 1
SED. TRAP NOTES:
WEST AREA 1- TOP OF BERM = 610.5'
0 2. TOP OF ROCK SPILLWAY = 609'
V)
3. BOTTOM OF SPILLWAY 608' z
c() ' DIMENT & 4. AREA AT ELEV. 608' 2400 Sty. n— <. FT. L -A S
5. BOTTOM OF TRAP = 605' >-
ry T 6. AREA AT ELEV. 605 = 1056 SO, FT.
0- 7. SEDIMENT TRAP TO BE REMOVED AFTER zz
90?� <
F` LAN N r E RO S 10 T STABILIZATION OF DRAINAGE AREA.
(61
z
Ld
< DORA K. TRUESDALE SCALE 1 30'-0" za� 4
ry , 05110063 O.Z w
3: -< Z
cn TEMP. 12" PVC SED. ;;;E 0
Z
DRAIN PIPE 35 LF
40 -36, LEGEND: I.E. IN 611 ' ti
71 1
C5 ROUGH GRADING CONTOUR I.E. OUT 610
71
L.1i INLET PROTECTION�1 — EXISTING CONTOUR ON NORTH END
Ld I" x TEMPORARY SEDIMENT
FENCE
9 . 5 '
b ENT TEMRANCEPORARY CONSTRUCTION
COIR BAFFLES
0
LIMITS OF DISTURBANCE MIN. 3
:D
CP
T.D.D. TEMPORARY TOP EL. 608'
DIVERSION DITCH
ASPHALT PAVEMENT
Ld P.D.D. PERMANENT
0 0- DIVERSION DITCH
rJ r
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0 N
. e / in LIMITS OF
DIS]FURBANCE
NO SILT FENCE
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20X W.
< x 1 I\no 0.
0 TE N
1-c NSTRUCTION
SD TD ENTRANCE E . AP
CK
< Limits of NO 1 "W ST
III Drainage Temp. r3 z
C) JAM ES T. INSTALL LIMITS OF Li Sed . Trap I SCALE 1" 20'-0"
If ROBINSON CURLEK �1 DISTURBANCE
>- TEMP. SILT FENCE
M 05110061 FAB�JO IN
n S,\WA L E TY P.
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TEMP.
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SILT FENCE
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N TEMP. DOUBLE 12" RCP 0
c\
79 LF AT 3% SLOPE
L1=4
I.E. IN SOUTH 6015
0,
< 1Z I.E. OUT SOUTH 599.0' N /Q)
/ / O '� / / I E. 00
IN NORTH 601 .5'
�x
18" rcp
IN NORTH 599.0'
ry N i out 639.5'
Q,
0 20'-0"
T 6 P/ 1 PVC S
JAM ES W. B E L K �R IN PIP/E/ 35 LF ti
05110060
24"curb
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Li gutter
NL P1,ROT TIOK A F':-' EfS 18 rc
0% 10"
'A i.e. 640.5'
r�O RTIH/ EN 0/ M I/N. 3
6'
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E VP. St D /1Z1
REVISION
-zti 08/12/2008-Edited
R 9AID % Various Notes.
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0 LE 4/6 c P
'LIMITS OF LF AT/ c,
DISTURBANCE >-L-�- - , -
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< TEMP. SILT FENCE UT 0
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OPTH 601 .0'
84'-3" 1.E, IN t4ORT�Z598-75
<
--Cff E-K- D IS T�URBA
0
Temp. Creek TOTAL
Lj 111 LF / ',,,v / DATE 06/30/2008
cn Crossing See Dl-:\)� IV E WA PROJECT No, 07-026
AAPPROVEED
CMrDetails Limits of/ % BY, GC
Drainag/o Te p. (�� PLAN SHEET
rap SCALE 1 " = 20'-0"
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-- � 4
�-�-SEDIMENT �ER SI N PLAN n 0
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/ / f DIS�URVANCE f 7 �� �zC NT. SILT F N C Ef '
1�
LEES. �, . / / / / / / ,f f f / ,r , 10
ROUGH GRADING CONTOUR , T P.
W --- EXISTING CONTOUR I-T / / - f
` ,° MIN . 3
w TEMPORARY SEDIMENT
1FENCE �/ �} g
I-- ETEM NTRO CEY CONSTRUCTION f � � / / � � / f .� / � TOP
i` E�.� lJ
0 LIMITS OF DISTURBANCE
AN
Q T.D.D. TEMPORARY
F=-- DIVERSION DITCH / / ,� / / �' / '�''/ / TEMP . SED .
' ASPHALT PAVEMENT
C) % P.D.D. PERMANENT TRAP
LLJ DIVERSION DITCHry
o
cnLd
m TEMP.
�E SILT FENCE
75
ry
a.. TEMP. DOUBLE 12 RCP
o 79 LF AT 3% SLOPE /' ,/ ,/ / j / T
/ f
� I.E. IN SOUTH 601 .5 f f' / � � � �- � �orJ
I.E. OUT SOUTH 599.0' i/ ,� C--6I ,�AFF S/ tC
I E. IN NORTH 601 .5'
. .. IN NORTH 599.0 / N
ob
w �- -- 6 e2 '
m J
w f TEMP. 12" PVC SED.
w DRAIN PIPE 45 LF
o f'`` / - l - 1.E. IN 621 .5
° f - �� ,� 7 _ I.E. OUT 620' '
�/ / / PROPOSEDw BU I rD I N G
--
! WEST DRAINAGE AREA SEDIMENT
F. 61 -0- SED. TRAP NO. 2 NOTES:
�
/ �.- ,� /�� / 1 . TOP OF BERM = 604.5
r2-'� 1" -?A 2
2. TOP OF ROCK SPILLWAY = 603 c� , ,
z _ AZT = '_a
3. BOTTOM OF SPILLWAY - 602
4. AREA AT ELEV. 602 = 10,776 SQ. FT.
5. BOTTOM OF SED. TRAP = 9'
eo �- --�'� 6. AREA AT ELEV. 599 - 1038 SQ. FT.
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REVISION
-- / �.-
``- 08/12/2008-Edited
Various.Notes.
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0 L I IT OF /_ -
DI T RB NC - - - --
r M I L I FEN E / / ___--_ -- ---~- TEMP. 12" Pam--s ED.
`� f '�~ `` ---D IN PIPE 45 LF LIMITS OF
f 1.E. I N ,5 ______- SED. TRAP 2
-_ i '� 6 ,40 ---
I.E. OUT 620'
DATE: 06/30/2008
{� PROJECT No, 07-026
w
DRAWN BY, CiCNi
APPROVED DY1 GCM

-- —_—�
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EAST AREA
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SEDIMH
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-�.l.M ITS 0 � �� �
DISTUR Af49E, �` kTOTAL)
-_-MNT. -S.1.lT FENCE`' �� 1 EROSION PLAN S800
SCALE 1" = 30'-0" 016
E
V)
-- . l o
�. --- --- ___ a (To I
w
Z storage
. 18.25'
-7 170.0,?
-- --- -- — -- — / 63'_9„
_ T.D.D� `'� \ C / SILT FENCE
/ Jj 1
W
1 \ I ry
9
© OD
© - �-- LIMI S OF
-,_j I Dls UREA CE
LIJ
/ BE IN SIT FE CE L '
LI M ITS OF
w DISTURBANCE 0
� \
�, / --- ___ BEGIN SILT FENCE
--
! _.--
- 3 TEMP. SE
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- - --
Ld > TRAP 3 --�
r') \-u i Ate.._ /- _ — — -__
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PROPS •- , -� _ _
© / I �,/ Z COIR BAFFLES --
Ld Bd� L N � i IZ LI TS O F/ / MIN. 3
yl D T U R B CE L 3 ,
TOP EL. 6C}a
-`� �'" � TFENCE � �~�� ��
N O SIL
F . F�. � 9 . 0
,�
f , j
€n _ .- ` / 1 SED. TRAP NO. 3 NOTES:
Ld 1. TOP OF BERM = 602.0'
2. TOP OF ROCK SPILLWAY = 600.5'
3. BOTTOM OF SPILLWAY = 600' SEDIMENT
4. AREA AT ELEV. 600' = 15s647 SQ. FT.
I.�.I _ _ / �' I 5. BOTTOM OF TRAP = 596.5 z
'
6. AREA AT ELEV. 596.5 = 9,083 SQ. FT. 2
a -', TRAP 3
`�� topsail / -� LEGEND: c4 7) 9, 0
_ �. SCALE 1 - 30 - 0)
stockpile O C k p I l e ROUGH GRADING CONTOUR
Q ` area � EXISTING CONTOUR / 0.
- TEMPORARY SEDIMENT j
� � �-- FENCE
— TEMPORARY CONSTRUCTION
0 ENTRANCE
LIMITS OF DISTURBANCE
T.D.D. TEMPORARY
LL_ a�
� � � ` —,` � DIVERSION DITCH
l
Limits Of
< � r,,, ASPHALT PAVEMENT �
-i Drainage Tem � � D �� � " 4vo
D g p� ,� ` / P.D.D. PERMANENT �� 1�
§ed. Trap 3 �. �� DIVERSION DITCH
ryi..L_
131
W
LIMITS OF
\ ` If If
} DISTURBANCE
z l / CONT. SILT FENCE REVISION
— `— 08/12/2008-Edited
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IX ®
•
LTv1TS__ __
_ _ DATE> 06/30/2008
w -_-- - - ---_ — --- _ ____ __ = ~— -J- DISTURBANCE PROJECT No, 07-026
GCM
NO SILT FENCE APPROVED BY, GC
SHEET
f '-4

o
V) SEWER MAIN
cry T Iz a
SEDIMENTUZ UZ
w jJp�� _
�
IROS U / A�_
W 100
o K r
E I N LC5 SCALE 1" = 30'-0"
c \ A Z
W
�50
Lij
800
F- RIEU &4� Z Z
---
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-0
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0
9 ,
/' \ \ --_
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f(ry
ITS 0 F
W ----`\ C / f / DISTUR NCE \
D --� TE MP. S I LT�E N C E
Lij
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/ o�
w LI ITS aF --- / TEMP,-_SkD.
t DISTU BAN C E,. TRAP 4
m T MP. FENCE --� �, ''EWER
s
bi
Li
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�/' / / i_.— _� / i,- / �\ SEWER MAIN
o / •� -_. /�/�� / \,-- SED. TRAP N0. 4 NOTES. SEDIMENT
/ ` °� /'' ''� '� 1 . TOP OF BERM -= 591 .5
:D TRAP 4
f �- !-�i / 2. TOP OF ROCK SPILLWAY = 590 2
Z ------ /'./ / / -�/ a
�� /� _ Ccr n , n
/ ,�.�--, / --� 3. BOTTOM OF SPILLWAY — 589 _
4. AREA AT E LEV. 589 = 21 43 D S Q. FT.
5. BOTTOM OF SED. TRAP = 587
� > / � �-" _-----�- / / �. AREA AT —
LL. �- i --- ELEV. 587' 1 , 1 17 SQ. FT, a ,
� -..._._... ..— r ./ was !%i> �s
LLJ
REVISION
LEGEND: ;
- --''� n§e �,,i,nti �u �e 08/ 2/2008-Edited
ROUGH GRADING CONTOUR �
EXISTING CONTOUR Various Notes.
m
4 G
FENCORARY SEDIMENTLLJ
m
TEMPORARY CONSTRUCTION
--- -'� ' ---- ENTRANCE
CD - ---- ��_ -- - -' LIMITS OF DISTURBANCE
Or-
T.D.Q. TEMPORARY Figure 6.65a Porous baffles in a sediment basin. The flow is distributed eveniv across the basin to reduce,
DIVERSION DITCH flow rates and turbulence,resulting in greater sediment.retention.
I JOSEPH D. ROGERS I
ASPHALT PAVEMENT 13ctfiles tcced it, be inswilc:d corrcctfy in orticr Cully pro"ide their hritc'rits.
P.O. BOX 840 P.D.D. PERMANENT t:etct�'rscfbaillc materialtnacda�ttoui)etsceuecticat�ttttc hu�tutti .utd sides u,inc
W DIVERSION DITCH I staples or bY trenching as fur sits r'eiice.
05087021 F I ` Nlu.t ol,IhC aedinitnt will acCII7tW;I. e in dtw t'iis3 Nly.;c,chi.sruwld h,.
1'fitdlil kiCl"L':�sthlt l<Ir f72:tin3Cil:I ill:(:,
JOHN R. YARBOROUGH
7999 WAXHAW HWY. 1 Support rope Support past.to wire to pre_ 24"into bottom Stake is support
�i (''�
0 5 9 8 7 0 2 1 D vent sngging or side
wirc
DATE! O6YI3O/20O8
Li PROJECT No, 07-026
DRAWN BY, GCM
i 7-
APPROVED DYt GCM
Coir'mesh or simffar.stapled~ I SHEET
— trenched into bottom or side.
r
Figure 6.65b Crass-section of a porous baffle in a sediment basin. Note that(here is to weir because the water
flows through the baffle material.

I �
C/7
� wax�.aw-i�t�� �a� Roar
ry OVERALL RALRoA SITE Ura
Ld
u
zz
w GIFZ AD I NU'--" PLAN wax�uw �� �� � � u: 00
aG W Z C4 a
ry C6 a-, Z �4
SCALE 1 = 0 0 —0 ";< z
w
w �
W n
LEGEND .
--
FINAL CONTOUR viCNOTvO SCALE MAP
— -- — EXISTING CONTOUR
n " TEMPORARY SEDIMENT
FENCE NOTES
TEMPORARY CONSTRUCTION
w �/°�� ENTRANCE 1. TOTAL DISTURBED AREA = 10.66 ACRES.
F_ �� `` LIMITS OF DISTURBANCE 2. CONTRACTOR WILL BE REQUIRED TO PROVIDE
RONALD M4,S Y % T.D.C. TEMPORARY TEMPORARY GROUNDCOVER ON EXPOSED SLOPES
P \ 05084013 ,�° DIVERSION DITCH WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
o a 1p R©NgLp Mgss OF ANY PHASE OF GRADING. PERMANENT GROUND—
a 4/' p° \ °p o5o84�?3q ASPHALT PAVEMENT COVER IS REQUIRED FOR ALL DISTURBED AREAS
Li , i' P.D.D. PERMANENT WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
D DORA \ r DIVERSION DITCH (WHICHEVER IS SHORTER), FOLLOWING COMPLETION
w �Q c�" _ �n a3� o TRUESDALE OF CONSTRUCTION OR DEVELOPMENT.
m c c �� `; ,�.�� 2 ? ?006 \ �` FRq KLIN SPgR 3. EXISTING UNNAMED CREEK DISTURBED �
i.e. 9.5' \ s p ��© 05084016 Mq� LENGTH EQUALS 111 LINEAR FEET. �
4
C.
31 GA401
RY NE7"RrC� 4. CONTRACTOR WILL ADJUST FINAL FINISH FLOOR (619.0'
8
x \ TO BALANCE THE SITE CUT & FILL. ANY .BORROW SOILS a
326.97' f rll�/ �p S80°40'p�7j °� D V/D NoBBs REQUIRED WILL BE OBTAINED FORM APPROVED OFF— SITE PITS.
Gt c IJ12°47'49"E ( / / 137�. 508407 DO
7 TO � 8 f RINE s
050g 0191rN I
UNNAMED T
EAST TWELV 1 .17 .07 li �
dMEST. CREEK BA ' ' % �F �� !E
U
s
.99 2p I 0840p ERS
aerasor �
05910084
t
Q_04 ��\
Lai 20' 71 4 �,
UND
Lj
LL_ on
L_j EA
BAS I N
dME5 W. BEL1G
05110080 ' Cap ,,•.°"' ' _ \ O f
P OvEO \ OP S Q,
< 1 r f 1con`B. n U 1 G \ 8 I I_ I Ed l d �'/�f /
i
/ B D AINAGE EA
FOR EAS
/ ASI N
CIO / TOTAL 10 CRES/
N LLJ
DOUBLE 48 RCP
79 LI* AT 3% SLOPE _ _ I A
o I.E. IN SOUTH 600.5
I.E. OUT SOUTH 598,0' -____— E
I.E. IN NORTH 601.0 r.F 6:30 640
I.E. IN NORTH 598.5 _ _ T JOSEPH D. ROGERS
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DRAWN BYi GCM
I.E. IN NORTH 5985 OR T APPROVED BY, QQm
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THESE DRAWINGS ARE COPYRIGHTED BY TI IE ENGINEER, UNLAWFUL OR UNAUTHORIZED USE IS PROTECTED BY FEDERAL LAW. NO PART MAY BE USED OR COPIED WITI--IOUT THE ENGINEER'S WRITTEN PERMISSION.
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LEGEND
FINAL CONTOUR EAST TED
EXISTING CONTOUR FILTER
} X -- x TEMPORARY SEDIMENTGRADING PLAN -- STRIP I P
(n FENCE 20�X5�� L I �� I
TEMPORARY CONSTRUCTION s3 "'e. out C'
L ENTRANCE 5l _ 5 5� ��� 5 9 4 0, �U �
CL LIMITS OF DISTURBANCE SCALEas'-,• zz- z
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z � � T.D.D. TEMPORARY ------- 36 LF �a
w DIVERSION DITCH C} 18" RCP � ''
'-�"80040'16"E ASPHALT PAVEMENT
fy�� `� � 79 i P.D.D. PERMANENT ` Z
DIVERSION DITCH CDZI
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�' co ate'' 91° concrete 0 .-
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_ °o i.e. in °'' 910 Wa �„"
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6� 2.0 9q6aI.E. 613. storage GRATE 616.5 I.E.
f.f. 25FI I.E-.-, 612.5 `- 'ATATED
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Lli- D.I. GRATE 617.5 \ 9� s9 0 0 1
} �` GRATE 617.5 I.E. 15.5 ,�_ .o ss e, s9s o ! C9 SCALE 1" = 30'-0"
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� P\N\0 ` RAT D I CURL / � T l- / � EAST BASIN BIORETENTION NOTES:
Cn P S E D r I.E. 616. / F+L-TER FABRI� / / / 1. OUTFALL: 300 LF 4'" DIAMETER PERFORATED PIPEw1 RATE 617 TYP. ALL J LO P ES ' � j 4 INVERT INTO CONCRETE STRUCTURE = 596.5'
6 DI E. 6/16.5 CLEANOUTS AT MAX. 20'-0" O.C.
; / J ENCASE 4" PIPE IN NO, 57 WASHED STONE
© � � '` / / � Il � 2. BIOFINLIER M 24" WIDE BY 12" DEEP
w .l. � / TOP ELEVATION OF BIOFILTER MEDIA = 600'
I -- - _
� � � �• � 9\ 0 ' , ,,...�- ' MINIMUM AREA REQUIRED AT ELEVATION 6a0' - 22,215 Sa. FT.
RATE 6�7.5
d ` I.E. 61 6/2 / / / AREA PROVIDED AT ELEVATION 600' = 22,225 SQ, ffi. q Z
B(aFIL1T:R TO BE CONSTRUCTED IN ACCORDANCE W(TT-I NCDENR
BEST ANT PRACTICES MANUAL LATEST EDITION.
1 Sa1L MEDIA TYPE.
`' / / / SOIL MEDIA SHOULD BE UNIFORM AND FREE OF STONES, ROOTS, ETC.
618.5
Z 613.5 \ TYPICAL MIXTURE TO BE 85 TO 88 PERCENT SAND, 8 TO 12 PERCENT �J
�S / J FINES (SILT & CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (PEAT MOSS).
[� 619 x a25� P--INDEX ALLOWABLE RANGE 10 TO 30, -
oc ro 61 DRAINAGE RATE AFTER INSTALLATION = 0.52 INCHES PER HOUR MINIMUM.
618 /
TOP ELEVATION OF MEDIA = 600 FEET.
BOTTOM ELEVATION OF MEDIA = 597 FEET,
DEPTH OF MEDIA = 3.0 FEET.
-_ J I 4. MULCH LAYER-
D.I. {o � ` MIN. 2 TO 4 INCHES LAYER DOUBLE OR TRIPLE- n
GRAT 17.5�` 55 ravel f ry ebay � y 'iaFflyN
61 � � 5. OVERFLOW SPILLWAY:OOD MULCH . , , � �y ✓ '�. €� � ,.
z , I. .5 8 P L. 615 f FL
48 LF / fn
/ SEE SPILLWAY DETAIL.
q� 6. FILTER PLANTING REQUIREMENTS: 1000 STEMS/ACRE AVERAGE
cl� �a`o �- _ - TREE SPACING MAXIMUM 12'-0" O.C. WILLOW OAK, WHITE ASH, POPLAR
Ld ` \ SHRUB SPACING MAXIMUM 8'-0" O.C. WAX MYRTLE, WINTERBERRY, ;
/ GROUNDGOVERCON SIDE SLOPES DAYLILY, GOLDENROD, ` '
AO EIN ,� R I , 1 �
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A REVISION
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08/12/2008-Edited
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`- PROJECT No, 07-026
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SHEET
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© MINIMUM11
! ISECTION
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6" MIN. DEPTH OF / p r �i Class 2 rastaR
l� f� 4 NC�O't#5 or
:, �a , _, ° 5tone 4. h ep cie:unt;anel cxeavaUan oS the strcatn banks.tnt1 bed ntck apPrt)ac:lt a —{00
W COMPACTED 2> TO 3' WASHED CRUSHED Yd // ? sections to a minimum.
SUBGRADE STONE ON FILTER FABRIC / j O �%washed stone ? 3 ` +k.>_• 05� � I�O ��
(� / t \ i s3CItCi01IS 7A
Divert all surface water i=ram khe constraotion site onto t+ntfistutited arc:ts
(TYPICAL} �' / 1 n dF ^�-, t + i ;� W--�
" $ � FiJ4� s adjoining the stream.
6' 100 -0 NTS t � �r, CrossingsGz w
W D ,D i •t N S „:, 3. Kecp�stre:un at right anglas to iiie stroasn Slui4.
4. Aiifa road approaches with the center line oi`tfte crossing tin'a srti nmtEnt � (� � �
MINIMUM it s + r ` •' 1. z.; , n� �;y ' distance a!'30 feet, ilaise bridge abutments and culvert fill,a mit)imtt:n of 1 z C4 �
f . d "
t w Pant above the adjoining approach sections to prevent eroswn from suriac
r runoii'and€o allow floncl flows to pass around the structure,
2
\ Y"s *,_ ;R 5. Stabilise all disturbed areas subject to flowing water, including,17xCee is G/
� averliow areas.\vitlt ri sr<t or other suitable means if design)veluc€ty exceeds
the allowable for the in-place soil{Table 8.05a,rtj)pen&v 8,05)ry
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ri
I-t-I r-- 3v k bypass
fitf 1 ' ' y <z,, s�ktblenbeforetd's rung thc'streamnels cCupotn completion of tfty to &waler Ole c is is°�. fill.
I 1
cotnpact,and stabilise the bypass channel appropriately.
1 t EXISTING I. Remove tentportr}`strcatt;el mtntediately whnn the,«.:re I€i+lot gel
Ll 1 f I PAVEMENT
AVE EN �� � toeded. liesturc€he su`eatn ehanne!to its origittal crass-sectiur, ant}.,nooth
TO and appropriately stabilize ail disturbed areas.
Any in-stream sediment control measures must be retttt)vud Won
abW
0 D I 6 MIN. DEPTH OF slabiiic;titan of the area.
1 2" TO 3" WASHED CRUSHED I
i p p Stream
STONE ON FILTER FABRIC N r`• Channel
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= 1 j NCDOT#5 or#57 Capacity
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17'' 6" 100'-0" NTS
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STEEL POST TYP.
TYPICAL MAXIMUM MINIMUM
< 12 GA. 10 GA. LINEry
Li INTER WIRE [WIRE (MIN.)
(MIN.) 5. CONSTRUCTION SEQUENCE FOR EROSION CONTROL:
/ [1 (0 1 A) OBTAIN APPROVAL OF EROSION CONTROL PLAN FROM ALL APPLICABLE GOVERNMENT AGENCIES,
B) OBTAIN GRADING PERMIT FROM APPLICABLE GOVERNMENT AGENCIES.
M FILTER C) SET UP PRECONSTRUCTION CONFERENCE ON SITE WITH INTERESTED PARTIES TO DISCUSS EROSION CONTROL MEASURES.
O FABRIC D) INSTALL STABILIZED CONSTRUCTION ENTRANCES, SILT FENCES, SEDIMENT BASINS, AND OTHER EROSION CONTROL DEVICES AS
O a -I TYP REQUIRED BY APPROVED EROSION CONTROL PLAN, CLEAR SITE ONLY AS NECESSARY TO CONSTRUCT EROSION CONTROL DEVICES.
E) AFTER PROPER INSTALLATION OF EROSION CONTROL MEASURES, BEGIN CLEARING, GRUBBING, AND GRADING OF SITE.
F) GRADE SITE IN SUCH A MANNER THAT ALL RUNOFF FROM DISTURBED AREAS WILL BE ROUTED THROUGH THE SEDIMENT BASIN.
I-- INSTALL CURB AND GUTTER AND SITE DRAINAGE SYSTEM AS SOON AS POSSIBLE.
0 z ry () x � U G) CONSTRUCT REMAINING EROSION CONTROL DEVICES INDICATED ON THE APPROVED EROSION CONTROL PLAN AS CONSTRUCTION
ry QD L'U r�- LLJ ry COMPACTED FILL OR PROGRESS PERMITS.
Q- Q -I ~_I M - -I M H) DILIGENTLY AND CONTINUOUSLY MAINTAIN AND REPAIR ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION.
( STORED SOILS 1) SEED OR OTHERWISE STABILIZE SITE WITHIN THIRTY (30) DAYS AFTER AREAS ARE BROUGHT TO FINISH GRADE,
I J) REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES AFTER SITE IS COMPLETELY STABILIZED AND AS
APPROVED BY THE ENGINEER.
EXISTING
SUBGRADE 5• SILT FENCE AND
FILTER FILTER FABRIC BEFAB
A) MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 5 LINE WIRES WITH 12" STAY
Lli�l SPACING.FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR APPROVED EQUAL.
N 2 COMPACTED B) WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN THIRTY (30)
d COMPACTED d
Fy I FI LL ( FI LL CALENDAR DAYS.
O - C) STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALL BE OF THE SELF FASTENER STEEL ANGLE TYPE.
D) WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE IS USED ADJACENT TO A CHANNEL, CREEK, OR POND.
:D L E) TURN SILT FENCE UP SLOPE AT ENDS.
Q F) FABRIC USED WITH WIRE MESH MAY USE 8"-0" CENTERED POSTS.
SECTION— G) FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED
ELEVATION RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. �J1{
H) IF THE FABRIC SHOULD DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE -
0 BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY.
1) SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH
W T E I \ SEDIMENT FENCE APPROXIMATELY HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT �x Q01
�
ARYFENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE REQUIRED GRADE, PREPARED, AND SEEDED. ,�'� ,� sz,
5 7. SEEDBED PREPARATION NOTES:
O A) SURFACE WATER CONTROL MEASURES SHALL BE INSTALLED ACCORDING TO APPROVED PLAN. u � y�'"rt{ 8p
SCALE 3/4" — 1 ,--0„ B) AREAS TO BE SEEDED SHALL BE BE RIPPED AND SPREAD WITH WITH AVAILABLE TOPSOIL MINIMUM 0!7 THREE (3) INCHES
DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE SIX (6) INCHES DEEP. M
C) LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SUCH THAT THEY WILL NOT INTERFERE WITH "
L ESTABLISHMENT AND MAINTENANCE OF VEGETATION. FINAL SURFACE FOR SEEDBED PREPARATION AT FINISH GRADES SHOWN, SHALL BE
W REASONABLY SMOOTH AND UNIFORM.
Z FILL D) IF NO SOIL TESTS ARE TAKEN FOR THE SITE, FERTILIZER AND LIME APPLICATION SHALL BE IN ACCORDANCE WITH SEEDING "
t5 SLOPE SPECIFICATIONS IN FOLLOWING NOTES. IN ADDITION, PROVIDE 15 POUNDS PER 1000 SQUARE FEET OF SUPERPHOSPHATE. 0117-10-9
E) IF SOIL TESTS ARE TAKEN FOR SITE, PROVIDE LIME AND FERTILIZER AS RECOMMENDED FROM SOILS TESTS.
fill 2'-0" F) LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
W 2)-0" 8. SEEDING SPECIFICATIONS: REVISION
A) 3 TO 1 SLOPES OR FLATTER: 07/25/2008-Revised Sediment
MINIMUM MINIMUM 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 POUNDS PER 1000 SQUARE FEET (4000 POUNDS PER ACRE). Basin Detail.
>_ 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 POUNDS PER 1000 SQUARE FEET (500 POUNDS PER ACRE). � � /?�� -ReviSOd
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES.
CIVIL
It n� (� SITE
�T� NOTES :
�T�� o DATE TYPE PLANTING RATE Details.
© - J 1
W ip Z COMPACTED AUGUST 15-NOVEMBER 1 TALL FESCUE 300 POUNDS PER ACRE OR SEVEN (7) POUNDS PER 1000 SQUARE FEET
BERM NOVEMBER 1-MARCH 1 TALL FESCUE AND 300 POUNDS PER ACRE OR SEVEN (7) POUNDS PER 1000 SQUARE FEET
{� EXISTING 1. BOUNDARY SURVEY AND TOPOGRAPHIC DATA PROVIDED BY GENERAL CONTRACTOR OR AS NOTED ON SHEET SP-1. ABRUZZI RYE 25 POUNDS PER ACRE OR 1/2 POUNDS PER 1000 SQUARE FEET
SUBGRADE
2. RIPRAP NOTES: MARCH 1-APRIL 15 TALL FESCUE 300 POUNDS PER ACRE OR SEVEN (7) POUNDS PER 1000 SQUARE FEET
EXISTING A) RIPRAP SHALL CONFORM TO STATE DOT STANDARDS. LENGTH AND WIDTH OF RIPRAP STABILIZATION ARE MINIMUM DIMENSIONS APRIL 15-JULY 30 HULLED COMMON 30 POUNDS PER ACRE OR ONE (1) POUNDS PER 1000 SQUARE FEET
AND SCHEMATIC IN NATURE. ACTUAL ARRANGEMENT OF RIPRAP SHALL BE CONSISTENT WITH THE PLANS. BERMUDAGRASS
O Z SUBGRADE 3. STABILIZED CONSTRUCTION ENTRANCE NOTES: JULY 15-AUGUST 15 TALL FESCUE AND 300 POUNDS PER ACRE OR SEVEN (7) POUNDS PER 1000 SQUARE FEET
I A) A STABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAM BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER BROWNTOP MULLET 35 POUNDS PER ACRE OR 3/4 POUNDS PER 1000 SQUARE FEET
W OR LEAVE CONSTRUCTION SITE ONTO A PUBLIC STREET.
B) FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 4. MULCH WITH STRAW APPLIED AT THE RATE OF 75 TO 100 POUNDS PER 1000 SQUARE FEET.
C THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
B} SLOPES GREATER THAN 3 TO 1 -- 2 TO 1 SLOPES:
Cf) PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 POUNDS PER 1000 SQUARE FEET.
0 CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. APPLY 10 -10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 POUNDS PER 100G SQUARE FEET.
77 2D-ODD 1 )-O)) 2)-O)) D) ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 3. SEED 1N ACCORDANCE WITH THE FOLLOWING SCHEDULE AND 20 POUNDS RATES.
£} WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS DATE TYPE PLANTING RATE
MIN. REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. MARCH 1- JUNE 1 SERICEA LESPEDEZA 50 POUNDS PER ACRE OR 1-1/2 POUNDS PER 1000 SQUARE FEET
C� F) SOIL STABILIZATION FABRIC SHALL BE MIRAF1 500 OR APPROVED EQUAL. (SCARIFIED) AND
W 4, CURB & GUTTER, PAVING, AND SIDEWALKS NOTES: MARCH 1-- APRIL 1 ADD TALL FESCUE OR 150 POUNDS PER ACRE OR 3-1/2 POUNDS PER 1000 SQUARE FEET DATE, 06/30/2008
OO A) INSTALL NEW BITUMINOUS PAVING AS LATE AS POSSIBLE DURING CONSTRUCTION TO MINIMIZE EXPOSURE TO CONSTRUCTION TRAFFIC, MARCH 1- JUNE 1 ADD WEEPING LOVEGRASS 5 POUNDS PER ACRE OR 1/8 POUNDS PER 1000 SQUARE FEET
Lt-1 B ALL DIMENSIONS AND RADII SHOWN ARE TO BACK OF CONCRETE CURB. PROJECT No. 07-026
DIVERSION DITCH ) JUNE 1-SEPTEMBER 1 TALL FESCUE AND 50 POUNDS PER ACRE OR 1-1 j2 POUNDS PER 1000 SQUARE FEET DRAWN BY# GCM
( 4� TEMPORARY C) SAW CUT AND REMOVE EXISTING CURB AND GUTTER AS REQUIRED FOR NEW ENTRANCE DRIVES. SECURE PERMITS AND INSTALL NEW DRIVES BROWNTOP MULLET 35 POUNDS PER ACRE OR 7/8 POUNDS PER 1000 SQUARE FEET
IN ACCORDANCE WITH APPLICABLE CITY/COUNTY/STATE REQUIREMENTS AND SPECIFICATIONS. SEPTEMBER 1-MARCH 1 SERICEA LESPEDEZA 70 POUNDS PER ACRE OR 1-3/4 POUNDS PER 1000 SQUARE FEET APPROVED BYt GCM
CIO SCALE J7�4„ — ,—O„ D) BROOM FINISH ALL SIDEWALKS TO CLASS "B" TOLERANCE.
E) POLYETHYLENE VAPOR BARRIER MAY BE OMITTED IF SUBGRADE IS DAMPENED PRIOR TO PLACEMENT OF CONCRETE. TALL FESCUE
ED-UNSCARIFIED) SHEET
F) LOCATE SIDEWALK CONTROL JOINTS AT UNIFORM INTERVALS NOT EXCEEDING 5'-0" TALL FESCUE 150 POUNDS PER ACRE OR 3-1/2 POUNDS PER 1000 SQUARE FEET
4. MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50 TO 90 POUNDS PER 1000 SQUARE FEET AND ANCHOR WITH 1
G) LOCATE EXPANSION JOINTS BETWEEN ENDS, INTERSECTIONS, AND AT UNIFORM INTERVALS NOT EXCEEDING 30'-0". ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 TO 28 GALLONS PER 1000 SQUARE. FEET OR 800 TO
H) SLOPE SIDEWALKS TO DRAIN WITHOUT PONDING WATER. 1200 GALLONS PER ACRE.

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= 4'-8,> 4a_8„ DRAWN APPRCiVED BY:� OCM
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NO BRICK SHALL
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PLACED IN FRONT OF RIP - RAP APRONS. SOIL
COMPACTION :fy THE GROOVE JOINT BE
THE CURB SECTION WHERE
LLJ
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UTILITY BRICK SURROUNDS
ARE REQUIRED. LOCATION PIPE SIZE APRON DIMENSIONS MAX. STONE WT. RANGE OF 1. SOILS LOCATED UNDER PROPOSED BUILDING SLABS SHALL r®d
MIN. SIZE & WEIGHT 75% OF STONES BE COMPACTED TO MINIMUM 100% STANDARD PROCTOR. TESTING f
W SHALL BE PROVIDED MINIMUM 2000 SQ. FT. OF FLOOR AREA. CD-� 00
2. SOILS LOCATED UNDER PROPOSED ASPHALT PAVING AREAS SHALL Lx� 7t
LESS THAN CREEK 2-48" RCP 20' W. AT PIPES 42" DIA. 80Q-2700 LBS. BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR. TESTING U c4
CC 3" RADIUS CROSSING 40' DEEP FROM END 5000 LBS. SHALL BE PROVIDED MINIMUM 2000 SO. FT. OF PAVEMENT AREA.
—VARIES, 57 I�t --�" CH AR D TO QF PIPE 3. SOILS LOCATED IN UTILITY TR N SHALL BE COMPACT
ROADWAY E AS E E
SURFACE 48' WIDE AT NORTH END MINIMUM 95% STANDARD PROCTOR. TESTING LM�
OF APRON
6 SHALL BE PROVIDED MINIMUM 200 LINEAR FETT OF TRENCH.
I I T4L­1a+. $ < 4 6'-0" DEPTH OF APRON
1 _ . �;,•' t,z,::: :W•,}^ 4. SOILS LOCATED IN PROPOSED STORMWATER POND AREAS SHALL
z �' BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR. TESTING
III III III III III III < . _ _ ._:� ; �. �
I I I I - --III III I I .a WEST 12" RCP 3' W. AT PIPE 14" DiA. 50
z -200 LBS. SHALL BE PROVIDED MINIMUM 2000 SO. FT. OF POND AREA.
I I { III III III I I I I ya ;_ Ii I ! I BASIN
�► =III III 1 I Effll M I I _ _ �1f 6' DEEP FROM END LBS.
OUTFACE
l i III I 1 1 i I l III III III III III III_III-- ` � ' —III III I I OF PIPE
w 7' WIDE AT NORTH END
O OL �� CURBI III , I I III , , , { I I„ l' 6"PRON
DEPTH OF APRON
I— & SIDEWALK DETAIL
CENTRAL 24" RCP 6' W. AT PIPE 15" DIA. 50-200 LBS.
Q BASIN 12' DEEP FROM END 200 LBS.
- SCALE N.T S. OUTFALL OF PIPE
14' WIDE AT NORTH END
� 0 OF P DEPTH OF APRON
0 EAST 18" RCP 4'-6" W. AT PIPE 32" DIA. 800-2700 LBS.
C) BASIN 12' DEEP FROM END 2700 LBS.
1/2" RADIUS ��''� � -3-�• OUTFALL OF PIPE
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STANDARD 2'-0" CURB AND GUTTER
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SCALE N T S
- GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1�8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5 WERVALS, ONE 1/2"
EXPANSION JOINT WILL B£ REQUIRED AT INTERVALS NOT TO
``< a a G EXCEED 5Q' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
CK
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
w 4° + `�: +�• ' :'` REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
LLL ` ' •. ,, a, 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF NEW SIDEWALK ON ALL STREETS SHALL BE A MINIMUM OF 5'.
a 4. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
Qi
STREETS.
LLl GROOVE JOINT IN SIDEWALK 5- CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
J— 6. IN NEW DRIVE CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
0 1/8" RADIUS FOR REMOVING EXISTING SIDEWALK, COMPACTING SUBGRADE, AND REPLACING
WITH THE APPROPRIATE THICKNESS.
CD 7, ALL NEW SIDEWALK SHALL MEET OR EXCEED ADA REGULATIONS.
a I/S` TO Ir4'
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4` ;' •.-a. : .4 .r,. $. 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)
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F' TRANSVERSE EXPANSION PROPOSED 4" CONCRETE SIDEWALK
0
JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS
Q IN CONCRETE SIDEWALK
77
CONCRETE SIDEWALKS �l
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Z COMPACTION REQUIREMENTS:
THE SUBGRADE IN PAVED AREAS SHALL
_ BE PROOF-ROLLED WITH A LOADED COMPACTION REQUIREMENTS:{A) 92% MAX. SPEC. GRAVITY {AASHTO T2Q9) BE PROOF--ROLLED WITH A LOADED
(A) 92% MAX. SPEC. GRAVITY (AASHTO T209)
THE SUBGRADE IN PAVED AREAS SHALL
d
D: DUMP TRUCK OR SIMILAR PNEUMATIC Asphalt Wearing P1 DUMP TRUCK OR SIMILAR PNEUMATIC {4) Asphalt Wearing 2�va
LL1 TIRED VEHICLE WITH A LOADED WEIGHT {�� Course(TypeSF9.5A� (B) 92% MAX. SPEC. GRAVITY (AASHTO T209) TIRED VEHICLE WITH A LOADED WEIGHT Course(Type SF 9.5A) (B) 92% MAX. SPEC. GRAVITY (AASHTO T209) � �f'
W OF AT LEAST 20 TONS. ANY IDENTIFIED OF AT LEAST 20 TONS. ANY IDENTIFIED
Z UNSTABLE AREAS SHALL BE REPAIRED. UNSTABLE AREAS SHALL BE REPAIRED.
(C) 100% MAX. DRY DENSITY (AASHTO T99) tC) 100% MAX. DRY DENSITY (AASHTO T99) THE SUBGRADE IN PAVED AREAS SHALL COMPACTION REQUIREMENTS: G
AREAS THAT RUT OR PUMP SHALL BE . '': a OEMa AREAS THAT RUT OR PUMP SHALL BE .`'` �', _•-' BE PROOF-ROLLED WITH A LOADED �—
w UNDERCUT TO STABLE SOILS OR AN :`'`a •.'.4.*' (D) 100% MAX. DRY DENSITY (AASHTO T99) UNDERCUT TO STABLE SOILS OR AN I'sa. :' (D) 100% MAX. DRY DENSITY (AASHTO T99) DUMP TRUCK OR SIMILAR PNEUMATIC Asphalt Wearing to (A) 92% MAX. SPEC. GRAVITY (AASHTO T209) A
W EVALUATION MADE BY THE DEVELOPER'S y'a EVALUATION MADE BY THE DEVELOPERS TIRED VEHICLE WITH A LOADED WEIGHT {A) 2 REVISION
' Course{Type SF 9.5A) (C) 100% MAX. DRY DENSITY (AASHTO T99) �,
ENGINEER OR QUALIFIED GEOTECHNICAL e ENGINEER OR QUALIFIED GEOTECHNICAL Asphalt Intermediate it OF AT LEAST 20 TONS. ANY IDENTIFIED 08/12/2008-Edited
Asphalt Intermediate so ROADBED BELOW D SHALL BE FIRM TO DETERMINE IF SOME OTHER (13) ROADBED BELOW (D) SHALL BE
FIRM TO DETERMINE IF SOME OTHER (B) = Course(Type 19.OB -5� ( ) Comse(TypeI19.OB) 2-Q UNSTABLE AREAS SHALL BE REPAIRED. Various Details.
( yT ) PROOF—ROLLED AND UNSTABLE METHOD OF SUBGRADE STABILIZATION PROOF-ROLLED AND UNSTABLE (D) 100% MAX. DRY DENSITY (AASHTO T99)
>- METHOD OF SUBGRADE STABILIZATION 4 a AREAS REMOVED. ROADWAY 1S APPROPRIATE. 4 :, a'.':.: .' ...,;6 AREAS REMOVED. ROADWAY AREAS THAT RUT OR PUMP SHALL BE
IS APPROPRIATE. ,�......4: EMBANKMENT MATERIAL SHALL
EMBANKMENT MATERIAL SHALL UNDERCUT TO STABLE SOILS OR AN ROADBED BELOW D SHALL BE
: BE COMPACTED TO A DENSITY OF APPROVED METHODS OF STABILIZATION �` ' 'J,a` BE COMPACTED fi0 A DENSITY OF
w APPROVED METHODS OF STABILIZATION a '
AT LEAST 951' OF THE MAX. DRY DENSITY EVALUATION MADE BY THE DEVELOPERS ( )
I— SHALL INCLUDE LIME STABILIZATION OF HIGH AT LEAST 95% OF THE MAX. DRY DENSITY SHALL INCLUDE LIME STABILIZATION OF HIGH r ENGINEER OR QUALIFIED GEOTECHNICAL PROOF-ROLLED AND UNSTABLE
= PLASTICITY CLAYS OR EXCESSIVELY WET SOILS, AASHTO T99 EXCEPT FOR THE FINAL 12" PLASTICITY CLAYS OR EXCESSIVELY WET SOILS, (AASHTO T99) EXCEPT FOR THE FINAL 12 I AREAS REMOVED. ROADWAY
� ( ) FIRM TO DETERMINE IF SOME OTHER Compacted
THE USE OF GEOSYNTHETIC OR GEOGRID AS DEFINED BY (D) THE USE OF GEOSYNTHETIC OR GEOGRID AS DEFINE BY (D} METHOD OF SUBGRADE STABILIZATION {C) Aggregate Base �j@� EMBANKMENT MATERIAL. SHALL
ry MATERIAL_., OR OTHER STABILIZATION METHODS MATERIAL, OR OTHER STABILIZATION METHODS IS APPROPRIATE. Course* BE COMPACTED TO A DENSITY OF
>_ AS APPROVED BY THE ENGINEERING DIRECTOR. Compacted rs PROPER EVALUATION OF SOILS WITHIN AS APPROVED BY THE ENGINEERING DIRECTOR. Compacted I} PROPER EVALUATION OF SOILS WITHIN AT LEAST 95% OF THE MAX. DRY DENSITY
(C) Aggregate Base 1 2 A DEVELOPMENT IS RECOMMENDED TO (C) Aggregate Base g A DEVELOPMENT IS RECOMMENDED TO APPROVED METHODS OF STABILIZATION (AASHTO T99) EXCEPT FOR THE FINAL 12"
0 PAVEMENT STRUCTURE IS FOR LOW-VOLUME Course* DETERMINE IF THE MINIMUM REQUIRED PAVEMENT STRUCTURE IS FOR LOW-VOLUME Course DETERMINE IF THE MINIMUM REQUIRED SHALL INCLUDE LIME STABILIZATION OF HIGH AS DEFINED BY (D)
RESIDENTIAL ROADWAYS. ROADWAYS WITH PAVEMENT STRUCTURE IS ACCEPTABLE RESIDENTIAL ROADWAYS. ROADWAYS WITH PAVEMENT STRUCTURE IS ACCEPTABLE PLASTICITY CLAYS OR EXCESSIVELY WET SOILS,
w TRAFFIC GREATER THAN 4,000 VEHICLES FOR THE SOILS AND USES PLANNED. TRAFFIC GREATER THAN 4,000 VEHICLES FOR THE SOILS AND USES PLANNED. THE USE OF GEOSYNTHETIC OR GEOGRID
REDUCTION IN PAVEMENT STRUCTURE PER DAY (VPD) REQUIRE A PAVEMENT DESIGN. REDUCTION IN PAVEMENT STRUCTURE MATERIAL, OR OTHER STABILIZATION METHODS
< PER DAY (VPD) REQUIRE A PAVEMENT DESIGN. WILL BE ALLOWED PURSUANT TO CBR
WILL BE ALLOWED PURSUANT TO CBR AS APPROVED BY THE ENGINEERING DIRECTOR. I— PROPER EVALUATION OF SOILS WITHIN
( TESTING OF THE SOILS, BUT IN NO CASE I i— TESTING OF THE SOILS, BUT IN NO CASE A DEVELOPMENT IS RECOMMENDED TO
„ I i (_I i I(I I WILL THAN
PAVEMENT STRUCTURE LESS D DETERMINE IF THE MINIMUM REQUIRED
WILL A PAVEMENT STRUCTURE LESS PAVEMENT STRUCTURE 1S FOR LOW-VOLUME Compacted q1
THAN 8 OF COMPACTED AGGREGATE �� THAN, 8 OF COMPACTED AGGREGATE RESIDENTIAL ROADWAYS. ROADWAYS WITH (D) i Subgrade 2 PAVEMENT STRUCTURE IS ACCEPTABLE
Q I� BASE COURSE {OR 4" ASPHALT BASE I` BASE COURSE (OR 4" ASPHALT BASE TRAFFIC GREATER THAN 4,000 VEHICLES FOR THE SOILS AND USES PLANNED.
Pv ,
ry Subgrade l2 SURFACE COURSE, TYPE SF 9.5A BE Compac 12
ted }} COURSE, TYPE B 25.0B) AND 1.5 ASPHALT PER DAY (VPD) REQUIRE A PAVEMENT DESIGN. REDUCTION IN PAVEMENT STRUCTURE
© (D) Compacted COURSE, TYPE B 25.OI3) AND 1.5" ASPHALT (�} I Subgrade SURFACE COURSE, TYPE SF 9.5A BE (W _ 1 WILL BE ALLOWED PURSUANT TO CBR
w ACCEPTED. ACCEPTED. I—III- III—I WELL TSTING
THE
ENT OATS,STR UCTURE LESS
CASE DATE: 06/30/2008
PROJECT No, 07-0`?6
( { _ ' OF ASPHALT BASE, TYPE B 25.OB, MAY THAN 8" OF COMPACTED AGGREGATE DRAWN BY: GC
W 4' OF ASPHALT BASE, TYPE B 25.08, MAY * 4
BE USED IN LIEU OF LAYER "C." i BE USED IN LIEU OF LAYER "C." BASE COURSE (OR 4" ASPHALT BASE -
F— COURSE, TYPE B 25.O13) AND 1.5' ASPHALT APPROVED BY! GC w
PASSENGER DUTYPAVEMENT STRUCTURE SURFACE COURSE, TYPE SF 9.5A BE SHEET
ACCEPTED.
NCD0T RIW PA VEMENT STR UCTURE HEA VY D UTY PA VEMENT STR UCTURE SCALE N.T S.
* 4" OF ASPHALT BASE, TYPE I3 25.O8, MAY '
SCALE N.T S. SCALE X T S. BE USED IN LIEU OF LAYER "C." �

ASPHALT PAVEMENT ASPHALT PAVEMENT
0 ELEV. 608'+/- - ELEV. 608'+/
9 , ASPHALT PAVEMENT
610 ELEV. 615'+/— CONCRETE STRUCTURE
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cl�0 I . E. IN SOUTH 600. 5 E. IN NORTH 601 .0 '
, HORIZONTAL SCALE 1" = 20'-0"
Li I . E. OUT SOUTH 598. 0 I . E. IN NORTH 598.5 VERTICAL SCALE 1" = 5'-0"
: BUILD SHELF AT ENTRANCE
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4'-0" — 4'-O" TOP OF BERM , ,
TOP Off BERM
604.5' �
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6 STONE �1 2 2
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DOUBLE 48" RCP j ,--
� AT 3� SLOPE j � C-� ,_ 1 08112/2t}08-Edited
79 LF 9 ! / j - x: =,;.,.�.. -r: Va��ious Details.
m I.E. IN SOUTH 600.5 1 / 644) 1 BOTTOM
© I.E. OUT SOUTH 598.0' ``�- j/� C� �--- , OUTFALL EL. 600' 04 )
I-- I.E. IN NORTH 601 .0 / �00
_ j / EL. 598.0
I.E. IN NORTH 598.5 I /
CREEK DISTURBANCE
n 111 LF TOTAL
WEST T"AIN
TEMP. EARTHEN tr.hMID
/FENCEI r5 �1 ERMANENT SPILLWAY
v� W/ CONT. SILT � / /
0 TOP OF BERM MIN. `� `� /
601 .0' i' `` ✓ / HORIZONTAL SCALE 1" = 20'-0"
< / -' � / / / VERTICAL SCALE 1" = 5'-0"
/
j
w _
PRO,�Ec06lN3�/�00$026
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BRAWN BY. CiCNI
I- APPROVED BY; QQM _
SHEET

CENTRAL BASIN PLANTING SCHEDULE CENTRAL BASIN PANTING -NOTES: CENTRAL BASIN BIORETENTION NOTES. u �
1. TOIAL AREA OF BASIN (EL. 612.0') = 12,237 SQUARE FEET. 1. BIOFILTER: w
e G SYMBOL COMMON NAME BOTANICAL NAME SIZE CLASS. QUANTITY AREA = 0.281 ACRES TOP ELEVATION OF BIOFILTER MEDIA = 612 k A
STEMS REQUIRED PER ACRE = 1,000
MINIMUM AREA REQUIRED AT ELEVATION 612' = 11,369 SQ. FT. 00
STEMS REQUIRED IN BASIN = 0,281 X 1,000 = 281 STEMS
„ „ AREA PROVIDED AT ELEVATION 612' = 12,237 SQ. FT. �
W 0 RED MAPLE ACER RUBRUM C 2 2. PLANTING SIZE CLASSIFICATION:
2. SOIL MEDIA TYPE: , , � c
®� CANOPY TREE "C"- 8' HT. MIN. 2" CALIPER MIN. AT PLANTING �t
SOIL MEDIA SHOULD BE UNIFORM AND FREE OF STONES ROOTS ETC. I
s 4 EASTERN RED CEDAR JUNIPERUS VIRGINATA "C" 2 WHEN MATURE, A CANOPY TREE SHOULD BE FORTY (40) TYPICAL MIXTURE TO BE 85 TO 88 PERCENT SAND, 8 TO 12 PERCENT ET--j -
L#I �# FEET HIGH AND HAVE A MEN. CROWN WIDTH OF THIRTY (30) FEET. FINES (SILT & CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (PEAT MOSS).
TFUL I PIN OAK QUERCUS PALUSTRIS »C" 2 UNDERSTORY TREE »U»- 4' HT. MIN. 1" CALIPER MIN. AT PLANTING P ,NDEX ALLOWABLE RANGE 1O TO 3q.
CEN
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t� (25) TO FORTY (40) HIGH,
TOP ELEVATION OF MEDIA = 612 FEET. Z
ETENTI -� � SIN s REDBUD CERCIS CANADENS[S „U„ 2 BOTTOM ELEVATION OF MEDIA = 609 FEET,
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W t� 0 WAX MYRTLE MYRICA CERIFERA S 40 HERBACEOUS "H"- REFERRING TO PLANTS LACKING A WOODY STEM:
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~ Q # NOTE: THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED.
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w 4 � � `"---_._ 0 RED MAPLE , ACER RUBRUM „C„ 4 I EAST BASIN PLANTING NOTES: REVISION
[ 08/1" 008-Added
„ „ 1 1. TOTAL AREA OF BASIN (EL. 600.0') = 22,275 SQUARE FEET. Various Notes.
I � �� •� •� � EASTERN RED CEDAR JUNIPERUS VIRGINATA C 4 I
I AREA = 0.511 ACRES
C>7 � � "� � CUS PALUSTRIS STEMS REQUIRED PER ACRE = 1,000
PIN OAK Q
UER »C" 4 STEMS REQUIRED IN BASIN = 0.511 X 1,000 = 511 STEMS
2. PLANTING SIZE CLASSIFICATION:
I- � ® CERCIS CANADENSIS »U" 4 CANOPY TREE "C"- 8' HT. MIN. 2" CALIPER MIN. AT PLANTING
_ REDBUD WHEN MATURE, A CANOPY TREE SHOULD BE FORTY (40)
CD �, FEET HIGH AND HAVE A MIN. CROWN WIDTH OF THIRTY (30) FEET.
eve 0 BOX ELDER ACER NEGUNDO U„ I 4 UNDERSTORY TREE "U'- 4' HT. MIN. 1" CALIPER MIN. AT PLANTING
>� jo WHEN MATURE, AN UNDERSTORY TREE SHOULD BE TWENTY-FIVE EAST BASIN BIORETENTION NOTES:
0 �� � � Q GREEN ASH ? FRAXINUS PENNSYLVANICA "U» 4 (25) TO FORTY (40) HIGH.
"S" 70 SHRUBS »S"- ALL APPROVED SHRUBS PLANTED PARALLEL TO THE 1. BIOFILTER:
EDGE OF PARKING LOTS ACCESS DRIVES LOADING AND UNLOADING
W � WAX MYRTLE MYRICA CERIFERA , , TOP ELEVATION OF BIOFILTER MEDIA = 604'
AREAS SHALL BE EVERGREEN AND INSTALLED AT A MIN. SIZE OF MINIMUM AREA REQUIRED AT ELEVATION 600' = 22,215 SQ. FT.
„ „ ; EIGHTEEN (18) INCHES, SPREAD OR HEIGHT, AND REACH A MIN, AREA PROVIDED AT ELEVATION 600' = 22,275 SQ. FT.
SWEET PEPPERBUSH CLETHRA ALNIFQLIA S 70
HEIGHT OF 36" AND A MIN. SPREAD OF 3O» WITHIN THREE YEARS 2, SOIL MEDIA TYPE:
„ „ I OF PLANTING. ALL OTHER SHRUBS SHALL BE THREE (3) GALLONS SOIL MEDIA SHOULD BE UNIFORM AND FREE OF STONES, ROOTS, ETC.
STRAWBERRY BUSH EUONYMUS AMERICANA S 70 IN SIZE AS PER ANSI STANDARDS AT TIME OF INSTALLATION. TYPICAL MIXTURE TO BE 85 TO 88 PERCENT SAND, 8 TO 12 PERCENT
� HERBACEOUS "H"- REFERRING TO PLANTS LACKING A WOODY STEM: FINES (SILT & CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (PEAT MOSS).
Ly DAYLILY HEMEROCALLIS "h" 95 USUALLY DYING IN WINTER, RECOVERING IN SPRING, AS WITH DR NDEX ALLOWABLE BLE RANGE 1O TO 3q.
� DRAINAGE RATE AFTER INSTALLATION = 0.52 INCHES PER HOUR MINIMUM.
© ED HERBACEOUS PERENNIALS. TOP ELEVATION OF MEDIA = 612 FEET. DATEI 06/30/2008
l$ BOTTOM ELEVATION OF MEDIA - 609 FEET. PROJECT No, 07-026
w LAMBS EAR STALHYS h 95 NOTE: THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED.
``� DEPTH OF MEDIA 3.0 FEET. DRAWN BYi GCM
III � '"`• PLANT MATERIALS AND PLANTING AREAS IN GOOD HEALTH AND 3. MULCH LAYER--
-` �" STONECROP SEDUM »h}t 90 APPEARANCE. ANY DEAD, UNHEALTHY, OR MISSING PLANTS SHALL APPROVED BY# r
}.._ MIN. 2 TO 4 INCHES LAYER DOUBLE OR TRIPLE-
BE REPLACED WITHIN 180 DAYS WITH VEGATATION WHICH COMPLIES SHREDDED HARDWOOD MULCH . SHEET
i TOTAL PLANTINGS 514 WITH THE APPROVED LANDSCAPING PLAN.