SW6121104_APPROVED PLANS_20121128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW G�flIU�
DOC TYPE
El CURRENT PERMIT
TAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�00 at
YYYYMMDD

DEVELOPMENT
Par 5 Development Group
286OmB NC 5 Highway
Aberdeen, North Carolina 28315
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DOLLAR GENERAL
CIVIL SITE PLANS
CHICKEN FOOT ROAD
CUMBERLAND COUNTY, NORTH CAROLINA
c PROJECT
rs,�fC� SITE RpAD
SAND HILL
0
PROJECT LOCATION MAP
NOT RELEASED FOR CONSTRUCTION
STATUS:
DATE:
90% FINAL DESIGN
NOVEMBER 14, 2012
BI
DARL
ABERDEEN
INGHAM
RALEIGH
SANFORD LILLING
FORT BRAGG
AYETTEVILLE
LAURINBURG
ES
74 SIT
LUMBERTON
74
C���r
76
7q1
ITEVI
ITHF
INT
ELIZABETHTOWN
VICINITY MAP
WILSON I
GOLDSBORO
MT. OLIVE
WALLACE
LMINGTON I
PLAN INDEX
SHEET
G-01
G-02
VX-01
CS-01
CU-01
CG-01
& CG-02
EC-01
S EC-02
MP-01
& MP-02
PL-01
DT-01
THRU DT-06
DESCRIPTION
COVER
GENERAL NOTES & LEGEND
EXISTING CONDITIONS PLAN
SITE PLAN
UTILITIES PLAN
GRADING AND DRAINAGE PLAN
EROSION CONTROL PLAN
ROADWAY WIDENING AND MARKING PLAN
PLANTING PLAN
DETAILS
ISSUED PROJECT PLAN SETS
W. e
!STATUS
REMARKS
9/27/2012
35% PRELIM DESIGN
CLIENT REVIEW
11/14/2012
90% FINAL DESIGN
REGULATORY REVIEW
'1P;,re,)areci SoOrt"waU r F 'rmit Documents
r:anstructiOn in 3Cc0r[iM- e wjti� ,;,ese documents is
rawired by thk stnrn:water Permit N�„h. isaroiim,
tuies require that !F,eb s:._ rrnvVa;,;r 'ysie,, designer
inspect during corys;rjr'ion. certify coaformity with th,
plans and �;:r, an:' certify canrpiiance witt? the
Drmwater : `.A NCAC 2H .To08{;
~�rmi* it :5W61 Z l I bL} Date
C.. ision o' l'dater tv. a U th,
P.evis!�� .?ate-!,1l�t/,
•�•'`H /Clil?�1
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4a'
CAI G N11
RS1
104 Gillespie Street
Fayetteville, NC 28301
P h . 910.486.0700 Fax. [phone]
www.callsignengineers.com
NC Firm License No. C-3485
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(2" BEL OW) MWMF INVESTMENTS LLC
PIN: 0423-50-1619
N11` 7376 � DB 5038 PG 403
. --� � N: 430 PB 87, �'G 149
1 ,291.53
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<9 .d A �� ` DB 5634, PG 576 / AF i SPACE REO' D YPI
AREA BY COORDS. , ` NET RETAIL FI
♦ N,
EDGE OF EXISTING
ROADWAY PAVEMENT
NEW EDGE OF
ROADWAY PAVEMENT
NEW EDGE OF
ROADWAY SHOULDER
ROADWAY SHOULDER WIDENING
FULL DEPTH ASPHALT
PAVEMENT WIDENING -
ASPHALT PAVEMENT OVERLAY
ROADWAY WIDENING
(SEE TYPICAL SECTION,
SHEET DT-01 )
PLAN NOTES:
1. COORDINATE SITE WORK WITH OTHER ASSOCIATED WORK AS SHOWN ON THE
GRADING PLANS, UTILITY PLAN, EROSION CONTROL PLANS, PLANTING
PLAN (PL-01), AND CONSTRUCTION SEQUENCE (G-02).
2. ROADWAY, SITE, GRADING, AND UTILITY WORK SHALL OCCUR WITH THE LIMITS
OF CONSTRUCTION AS SHOWN ON THE EROSION CONTROL PLANS.
3. SEE ROADWAY WIDENING MARKING PLANS FOR ROADWAY WIDENING LAYOUT
PAVEMENT MARKINGS, AND CENTERLINE STATIONING CONTROL. SEE SHEb DT-01
FOR ROADWAY WIDENING TYPICAL SECTION. SEE GRADING PLANS FOR PROPOSED
ROADWAY WIDENING GRADES.
4. ENSURE THAT NO PORTION OF PROPOSED LIGHTED PYLON SIGN IS CLOSER
THAN 10 FEET TO THE NCDOT RIGHT-OF-WAY.
5. SITE AND BUILDING LIGHTING TO COMPLY WITH THE STANDARDS OF APPLICABLE
CUMBERLAND COUMTY ORDINANCES. SEE DOLLAR GENERAL BUILDING PLANS,
SHEETS A-2 8 E-2, FOR EXTERIOR BUILDING LIGHTING.
6' HT. WOOD FENCE WITH PED. GATE
FOR HVAC MECH. EQUIP. ENCLOSURE
SCREENS MIN:_43'x8', PAINTED TO
SAWCUT MILL AND
MATCH tO EXISTING
Ejrp (FLUSH,
N. 430 14.50
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(Colvr,ROL CORl4/ER)
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PIN: 0422-59-5884
DB 3599, PG 204
STANDARD
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PAVEMENT
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2" EIP (PINCH TQP)\ 0, Ntp
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(IN FEET)
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DATE NOVEwDER 144 2012
CSE PROW. RHT_0017
DRAWN WBR
DESIGNED WBR
CHECKED GAR
PROW. MGR. GAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
SITE -PLAN
C S-01

0
COORDINATE FINAL EXCAVATION AND CONSTRUCTION
OF STORMWATER INFILTRATION BASIN AND FOREBAY
WITH SKIMMER SEDIMENT BASIN. SEE EROSION
CONTROL PLANS, AND CONSTRUCTION SEQUENCE
ON SHEET G-02.
tiV �
167
168 168
,bg�--169 170 169170 -
168
170.4 TSW `
1 1 4
\ 17 T 1 70.4,
CD _ 1 0. FG
ROOF DR
t° Jr% INVERT (CO)
- 69-- -
1
00>
��
----- - - - - -- -- - - - - -- -AO �-
I
I 1 S
I 7
STORMWATER I
INF INTRAT I ONBAS
I rrrrr rrf frrrrr rrrr frrrrr�fr� rfrr frrrrr ;
I rrrf rrr frrr f rrr frrrf frrrr rr�rrrrrr r �rrrr �� d
I rr fr rr rr rr rr rr rr�f rr
rrr Err ,rr� rrr rrr�,frrrf� ��
fr rrr RO ANDdELEV.
/ frfrrf� ff� 6. Q/ TOr16P 5
r rr rrl rrl, rr r 3
I ^ �rrrrrr rrfr� LYTY �R�ITRAPS SODf�r r�rrr�f �
�r rrrrfrrrr�� 1 �r `err ��r� ,rr rr rr ��
1
aI �
f
DRAINAGE AC'Cng- -
_
c EASEMENT I
I
� I 1
cp
DAA I N TO
OREBAY
INV.=15
� I
.)
a' IROOF t-
77
Fi'', �•
�� • ..
1.coti
h W (D( \
TO ROOF -DRAIN
\ HEADER, TYP.
TRANSITION_ ASPHALT
FINISH RTO
S LOAD I NGGDUMPSTER PAD. DS4
SEE DETAIL SHEET DT-02.
S
CONNECT DOWNSPOUT
WWI
FF=170.4
APPX 295 LF, 8"o PVC
ROOF -DRAIN HEADER PIPE
AT APPX. 1% GRADE
DS _I
170.4 T W U)
170.4 FG
DS
s
169168
0
70.74 TSW
o�m
NOTES:
1. COORDINATE GRADING WITH OTHER WORK AS SHOWN ON THE SITE PLAN (CS-01),
GRADING PLAN (CG-01), EROSION CONTROL PLAN (EC-01), AND CONSTRUCTION
SEQUENCE (G-02).
2. CONSTRUCT
NCMCNSDSCBGS2DSSSIWNSTAEROSIITH CONSTRUCTION EQUNE 0)ANA-OONHEOSION CNT
(EC-01 8 EC-02) FOR USE DURING THE MAJORITY OF THE GRADING/EARTHWOA
STABILIZATION. ONLY AFTER STABILIZATION AND COMPLETION OF THE MAJC
THE SITE, CONVERT SKIMMER SEDIMENT BASIN TO STORMWATER INFILTRATION
THE FINAL GRADES AS SHOWN ON THESE GRADING PLANS (CG-01 8 CG-02).
CONVERTING TO PERMANENT BASIN REMOVE AND PROPERLY DISPOSE OF SEDIN
ACCUMULATED FROM EROSION CONTROL PRACTICES AND EXCAVATE BOTTOM OF
TO ELEVATION 165.5, BACKFILL WITH SAND AS SHOWN ON THIS PLAN AND DE
TO ELEVATION 166.0. CONVERT DIVERSION "D5" TO RIPRAP PRETREATMENT
AS INDICATED ON THESE PLANS. REPAIR GRASSED AREAS AS REQUIRED AND
GRASS FILTER STRIP FOR FINAL STABILIZATION.
3' CONS#RUUCCTIONGASASHOWNIONTTHE�EROSIONLCONTROL PLANSTH THE
(ECI01T8 OF
4' ONLTHERWISSEFNIED-r�D POT ELEVATIONS ARE TO THE FINISHED GRADE
PAVEMENTS
5. SPOT ELEVATION ABBREVIATIONS AND LEGEND:
FF = FINISHED FLOOR ELEVATION (TOP OF BLDG FINISHED FLOOR SLAB)
FG = FINISHED GRADE (ASPHALT PAVEMENT OR FINISHED GRADE OF
PROPOSED GROUND
TSW = TOP OF SIDEWALK
1X 67.32± = APPROXIMATE FINISH GRADE ELEVATION AFTER 1" OVERLAY
ve_1 7 4 = PROPOSED FINISHED GRADE ELEVATION
ITY OF
BASIN TI
RIOR
ASIN
AILS
FOREBAY
6. VEGETATIVELY STABILIZE SLOPES 3:1 (OR GREATER) WITH SOD OR APPROPRIATE
MATTING AND SEEDING. PLACE AND STABILIZE DIVERSIONS AS INDICATED ON THE
EROSION CONTROL PLAN. OTHER DISTURBED AREAS SHALL BE STABILIZED WITH
SOD OR SEEDING (WITH THE EXCEPTION OF AREAS DENOTED FOR PAVEMENTS,
BUILDINGS, ETC).
7. EXISTING ELEVATIONS AND PROPOSED FINISHED GRADES FOR ROADWAY WIDENING
MAY BE APPROXIMATE BASED ON FIELD SURVEY. CONTRACTOR TO VERIFY VALIDITY
ORE THE ROADWAYWWIDENING GRADE
EADJUSTTELEVABTIONS OROCOORDINATECWITHETHE�
NCDOT AND/OR THE ENGINEER AS REQUIRED TO MEET THE INTENT OF THE TYPICAL
SECTION. SEE DETAIL SHEETS.
rlo,17s7.1
ROOF DRAIN
INVERT (CO) �0
166.
ROOFgDRAIN
INVERT (CO)
170.24
170.34
m
X '
RIPRAP 01,JTLET PROTECTION
APRON.DESIGN
WIDTH AT PIPE = 4.0 FEET
WIDTH /AT APRON END = 4.0 FEET
LENGTH OF APRON (LA) = 6.0 FEET
APRON RIPRAP THICKNESS = 6.0 IN.
RIPRAP CLASS ="A" (D50 = 2.0 IN.)
r J
r CLASS _
I rr �r f/,iITH FILTER FABRIC) .� ~- I / �'- a =�'ocurl,er�ts
r fr�rr�rrrr� � f S� fr , f f �, f rr rr j �� o 16e 90 �� 1 iv
s9.09 169.35 , s9.57 , 7 7
r r r rr rr r f gner
rr N anstru4� 1,, ,F,C�;{, documents
;� uii%f1 L tl!Ld StaflTi�kd jr ;.-k, �.artilinc
�' l rrr rrrr rr ff ��rr rr rr rrr �rrr rrrr r , 68.68 a es re ,� t �at,nu 5, gfoF �� with
r f f r 168.50 1 70.34 OUTLET PROTECTION C►-1 n�p2ct r!urin consiru�';on..er ify c(;formity withe d
V)I % rr rf 1f 11f ff fr ffr ff f/} rf f 'y� - - - I 169.07 (SEE TABLE SHEET CG-01 pans n sF,e :;; n� can,h Y;�iar7c� wit€ the �1[
VI ! ! f �f I 1 70.24 :=.rf'yYl; �.i',I f3.;i'St -�','
1 AND DETAIL, SHEET DT-03) , �Lzl}pat�_-4 t�
a1 167 , ti - --IP a?_ ...__...
o c;
68 � f ;i',� I`d!_'. G '�sft'•r+. of tiFJalf� 8liFy
cWa�z 1 1167 168.87 *' 49 1 4 I
1 i 1{ (c , 2-
ffif
al�`' BYPASS WEIR
169.42 169.90
w NOTE A. 167 I ,69.23 169.68 170.44 T H/
alcn J O O 1g 1 REMOVE 8 DISPOSE
�nlw j �0� 0°O� f 8��16 1B8 167 OF EXISTING
CLASS "B" RIPRAP of 0 168 169 j 24"0 RCP PIPE
I NOTE B. OCCJJ'��jj``"" II
i 7 77 6 is R W- T T T
- R/W / _
1 167 16 �.
o '-
� �� DITCH Q �.Q � � 1 7 4 I 1� -1 97`69 H - - - - - - - - - - - - -' - t 7 35 HL[�" - - - - 1.�7 �L66 65 6 . �.� � -
1696�r 168 167 0 ' , 1 J 167.78 -� 6 �` _ .-� n67- - �5-� - 16 163- _ - -
168.5, -1 -r
-- 12 LF
V -- i1al:------r- - - - - -- Fes
168 27 •- 15"6 RCP
ome
(ITrSR�I PIPE
-- -- i - 167.79t 167.42# -� 1 6.86 1 6.461
V 168. 74t 1 41 + 168.38# I 168.22E GRADE/BLEND -
R M 8 P9S6 ROADSIDE SWALE \
W 169. 04+ 168. 71 t 168. 651 168. 57E B'�7 - * 167. 30+ 167 6\
-�, _�� 18110 RCP PIPE
-I- -I
f
1 fi8.64# 168.27t10 +"5rd
Z - 5 + o 16B• 1 168.02E �- 167.40E 167.07# •
J 166. 70+ J 66.33# '
1-6�. 9,�- = -� 4 167.9---- 1 7 _ _ _ 166.99 _ 1�j '
V ---------......._...--------- 167.E �•- -r �167.89--------- ,---� .__�--�--------- 1 7-4 ---- 166.91------------ - -- 166.22
1 _ cH.� cKE/V F00 r HDA L) - sR 2252 _ -- -
X. 68- y Cam' R/W PER DB 5634, PG 576)
l8 R/�yl $73 PG 149 Zf_
YSOUTH RIGHT OF WAY
R/W R/W R/W �/W R/W I R/W
NOTES FOR STORM RELATED ITEMS ABOVE:
A. 14 LF x 4.1' H x 8" THICK REINFORCED CONCRETE LEVEL
SPREADER WEIR (8' WIDTH OPENING) WITH FOOTING. SEE DETAILS.
B. PLACE 1211 THICK LAYER OF CLASS "B" RIPRAP WITH FILTER
FABRIC AT FINISH GRADE FROM DOWNSTREAM SIDE OF OVERFLOW
WEIR AND TAIL END OF ROADSIDE DITCH DOWN TO DEPRESSION AND
INLET END OF STORM PIPE FOR SCOUR PROTECTION.
~166 4)
R/W
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
AS SHOWN
w
DEVELOPMENT
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NO.
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DESCRIPTION
with +r. aa�n ala an p. orWmb
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11mC101 111rst0 i.O111Si�ls[fgr s y •It1411
DATEt NOVEMBER 16. 2012
CSE PROD. a RHT-0017
DRAIN JBR
DESIGNED JBR
CHECKED GAR
PROD. NCR. GAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
GRADING AND
DRAINAGE PLAN
CG-01
r 4
i

NOTES:
1. COORDINATE GRADING WITH OTHER WORK AS SHOWN ON THE SITE PLAN (CS-01),
GRADING PLAN (CG-01), EROSION CONTROL PLAN (EC-01), AND CONSTRUCTION
SEQUENCE (G-02).
2. CONSTRUCT SKIMMER SEDIMENT BASIN AND DIVERSIONS "D4" AND "D5" IN ACCORDANCE
WITH CONSTRUCTION SEOUENCE (G-02) AND AS SHOWN ON THE EROSION CONTROL PLANS
STABILIZATION. ONLYUSE
TER STABILIIZATIOONNITAlN1DOCOMPLETIOONNIOF/THEETHMWAJOR#TYAND
OF
THE SITE, CONVERT SKIMMER SEDIMENT BASIN TO STORMWATER INFILTRATION BASIN TO
THE FINAL GRADES AS SHOWN ON THESE GRADING PLANS (CG-01 & CG-02). PRIOR
ACCUMULATEDTFFRO1�iiIR EROSIONACONtRROEL�PRACTTICESRAANNDREXCAVATE BOTTOMEOF BASIN
TO ELEVATION 165 5, BACKFILL WITH SAND AS SHOWN ON THIS PLAN AND DETAILS
TO ELEVATION 166.0. CONVERT DIVERSION "D5" TO RIPRAP PRETREATMENT FOREBAY
AS INDICATED ON THESE PLANS. REPAIR GRASSED AREAS AS REQUIRED AND SOD
GRASS FILTER STRIP FOR FINAL STABILIZATION.
3. CSCTINGAND WITTEOERSIOLOTRWA1EONtRUOAS SHONONHOIONCNOLPLNS (ETHE LIMITS
0C-02).
4. UNLESS OTHERWISE
TTH sWIS FINISHNOTED
D PPOOTTELEVATiONS ARE TO THE FINISHED GRADE
OF t.
5. SPOT ELEVATION ABBREVIATIONS AND LEGEND:
FF = FINISHED FLOOR ELEVATION (TOP OF BLDG FINISHED FLOOR SLAB)
FG = FINISHED GRADE (ASPHALT PAVEMENT OR FINISHED GRADE OF
PROPOSED GROUND
TSW = TOP OF SIDEWALK
1 7.32f = APPROXIMATE FINISH GRADE ELEVATION AFTER 1" OVERLAY
e = PROPOSED FINISHED GRADE ELEVATION
6. VEGETATIVELY STABILIZE SLOPES 3:1 (OR GREATER) WITH SOD OR APPROPRIATE
MATTING AND SEEDING. PLACE AND STABILIZE DIVERSIONS AS INDICATED ON THE
EROSION CONTROL PLAN. OTHER DISTURBED AREAS SHALL BE STABILIZED WITH
SOD OR SEEDING (WITH THE EXCEPTION OF AREAS DENOTED FOR PAVEMENTS,
BUILDINGS, ETC).
7. EXISTING ELEVATIONS AND PROPOSED FINISHED GRADES FOR ROADWAY WIDENING
MAY BE APPROXIMATE BASED ON FIELD SURVEY. CONTRACTOR TO VERIFY VALIDITY
FORETHIESTROADWAY WIDENING GANDDEADJUSTTELLEEVATIOONS OR COORDINATECWITHETHE
NCDOT AND/OR THE ENGINEER AS REQUIRED TO MEET THE INTENT OF THE TYPICAL
SECTION. SEE DETAIL SHEETS.
170
169
168
167
6
166
165
164
163
162
161
8' WIDE GRASS
FILTER STRIP
kilm
11FAR030ME06-Mk
1
f'
-1
:
1
I��iiFIi�
•
i
11� �
1
1. DURING FINAL CONSTRUCTION STORMWATER INFILTRATION BASIN,
CLEAN ACCUMULATED SEDIMENT AND PROPERLY DISPOSE PRIOR TO
BACKFILL OF CLEAN SAND TO INFILTRATION BASIN BOTTOM
ELEVATION (ELEV.=166.0).
2. 9" THICK LAYER OF CLEAN SAND FROM ELEV. 165.25 TO 166.0
(IN AREA PREVIOUSLY USED AS SEDIMENT BASIN).
3. SEASONAL HIGH WATER TABLE NOT ENCOUNTERED DURING SOILS
INVESTIGATION WITHIN 95 INCHES IN DEPTH FROM EXISTING
GROUND SURFACE.
BASIN SECTION A -A
-NOT-TO SCALE
170
2 11
/- NO. 4 REBAR AT
12 O.C. EACH WAY
,,,- 4000 PSI COMPRESSIVE
STRENGTH PORTLAND
CEMENT CONCRETE
_611 r {"
NO. 4 REBAR
AT 12" O.C.
EACH WAY —
REINFORCED CONCRETE WALL DETAIL
NOT TO SCALE
TOP OF WALL
EL. 167.1
TOP OF BASIN
=BOT.BASIN
31
3 l 1MIN.
TOP OF FOOTING
L. 163.0
8" REINFORCED CONCRETE
WALL OR CONCRETE BLOCK
WALL (SEE DETAIL).
r 3"
NOTE: SEE STORMWATER BASIN SECTION
FOR BASIN MATERIAL CONSTRUCTION
RE()UIREMENTS.
8" THICK
CONCRETE
FOOTING
SECTION X-X
NOT TO SCALE
169 F X EMBED BEYOND
168.0 CONTOUR
1 1 _011 1 1 _011
Q I _0l1
168 v
TOP OF WALL EL. 167.1
_011
21
167 9
31 MIN.
166
1 MIN.
165
X
164 FRONT VIEW
163 LEVEL SPREADER DETAIL
162 NOT TO SCALE
161
—169--
168— "
J
Ai
RLGHT of WAY
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R
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-SE ourr?;nts ti
'Av% scdqLj�iyre etil .ate 6�asrio�alnin
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�torrnity h,.
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fR/W R/W R/W R/W
L
69,0 I69 Be
1 1- -�-------------
-- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O
168.9 1
V
169.33t 169.46f 169.30# W
WT
1 9 + Q 0 169. 01 + 169. 15± f 7± W
7—CJ�T 169
1 7 �168 Z7
t60' R/W PER DB 5634, PG 576i 168_
C 80 ' 7/� PER- P6 87, �G`-7 4 )
R/W R/W R/W
SOUTH RIGHT OF WA Y
R/W
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
AS SHOWN
H
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� fogrlrlfr Ih ffy . ana � prta �f1b
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OOpftdllfmblllllSllf,r l0 COIi121gg11 EftrgF'h N *:fl1Wl
DATE: NOVEMBER 16, 2012
CSE PROD. 0 RHT_0017
DRAWN JSR
DESIGNED JSR
CHECKED GAR
PROJ. MGR. GAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
GRADING AND
DRAINAGE PLAN
CG-02

0
Sq
NOTES:
J a a
2"PINE
O 14`x a a . K
• g%x x a - finpAK
J a
>< 9 a a^9 9` y �r� 4110AK 4 PEAR
�x x x x 11 p
9`9 x
a`
yy �1 x a a
.�, x lw a a y �q� 4 "PEAR
N 9 9 x * *4--OAK PERMANENT GRASS —
t x a 9 2"PEAR \ — — SEEDING OR SOD, TYP.
A�yyy���� ` x �I s S 11 OAK O 1 x ]I�1 Sit x y
(�O , \ 9 x a Ni` \ '� x x x x �I x x �r x x x x �1 x x x x ar
�l` y y y 10`"OAK -- -- x x x a a a x x x x a x x a y a a y x x y a y y x x x y y
• � �7 � ` ` :1`y :! :1 � � � �` ��tf y x .�4 x x x x �1 x x :I �I a1 �I �1 x �1 �1 �I -I x x �I �1 al JI y :1 y x :1 y _
\x`x a s \ 12 EXISTING TREES TO REMAIN y y y y a a a � aLxrl�r�'a a 9 x 9 9 a 9 9 9 x a a 9 a 9 9 a 9 9 a 9 y a a a a a
*"OAK
FOR STREETSCAPE PLANTINGS _ 4' �Q 0 a y y a 9 a 9 9 x 9 9 9 a 9 y 9 x`71 a1 aril 9 x x x x a a a x x x 9 9 9 9 a 9 a a a y a 9 x h `
I� ® a�9 9 �! a 9 _ (SEE TABLE) . y a a a a 9 9 9 9 al a 9 9 a 9 9 9 9 a s a 9 9 a a a 7Y a. —a 9 al a 9 9 9 a ad 9 9 a 9 9 ~�
!1� 9 9 y PERMANENT GRASS — \ a a a 9 a a 9 a 9 9 9 al a 9 9 a 9 y 4 9 a 9 al al a! ar 9 al al 9 al a 9 �� 9--9 9 9 9 �`+ ,
.� jr x �a y x x SEEDING OR SOD,TYP. \ \ '''LAS r�,�.S FOR YARD
\ A a 9 ar y y y y al 9 y y y y y y y y y y y a a 4 9 y x a y y x x a x x �x a a a .+,►�i75�( `�G� r,�EPACE
`i C'► s !� 9�1 ` k y A 4" AK \ ar x a a a 9 a a ORNAMENTAL TREES & J 9 x x x x x x x x x a a"
p9 �6,C��w V1 O a a a. \\ a 9 x` x a 9 x a 4 1-RUBS FOR YARD SPACE x x al x x x a+ x x
y at ai x a \ y x x ar1/9 al al x al ��!/y • ps ANT I NGS i SEE T ABL E Z x y x x y y y x,��
a alb a a 9 \ 9 a y al y y ar y y j �C Y )PLANTINGS
a al x ar y a a y ar a y y y y y a1 y.9 y al y ar ay�i al
V a a` ` 0%0 a s \ /� a s y X.
4 a al al Y al al y x'x/``Y\� x x a1 al x x x a a x of x a al a! aE a1 al x al y al x 'aI al♦�
x�a a a s \/ 9 9 a a ]VI x ♦x x S al al y 9 al► `al'x al x x x a a x x x a a al al x - al al x al � aE
\ al al ar `yv'/``y y y a+ y any al ar y y a+ al a+ Y y al al y x y .J al
lop-x a �c ` y _y y y _ \i
at a ar y Y al a� y y y ar y �\aIl//yy y y x x �y x x al a� x ar y y x x
Y x! x x rj g a y a 9 y 9 a {x 9 9.
arya`r ar a ar a a 9 \v 9 if .9 9 a 9 9 a 9 9 9 ar 9 a a y y f y x x a
a-4 ` a► x x _ x x x a a A x� a+ a1 a+ y .9 Y a a x x x x a x al x al x x
a' 9 � \ d x a ar a x 9 9 a a al x a y- 11 al x al x a� a1 a1 x al al al x x al al x� x x x a a+
a y I- 9
1. COORDINATE INSTALLATION OF SEED/SOD AND LANDSCAPING
VEGETATION WITH OTHER WORK AS SHOWN ON THE SITE
PLAN GRADING PLANS UTILITY PLAN, EROSION CONTROL
PLANS AND CONSTRUCTION SEQUENCE.
2. UNLESS OTHERWISE NOTATED EXISTING TREES AND
VEGETATION MAY BE ONLY R CLEARED AND GRUBBED
AS REQUIRED IN ORDER TO CONSTRUCT THIS SITE FACILITY.
CLEAR, GRUB AND PROVIDE TEMPORARY AND PERMANENT
STABILIZATION AND GROUND COVER IN ACCORDANCE WITH
THE EROSION CONTROL PLANS AND EROSION CONTROL NOTES.
3. GRASS SEEDING SHALL BE IN ACCORDANCE WITH SOD 8
SEEDING SCHEDULE.
4. WORK SHALL OCCUR WITH THE LIMITS OF CONSTRUCTION
AS SHOWN ON THE EROSION CONTROL PLANS.
PLANTING LEGEND
— EXISTING TREE TO REMAIN
LARGE TREE
ORNAMENTAL TREE
X SHRUB
PERMANENT GRASS
— SOD OR SEEDING.
(COMMON BERMUDA, NOTE 3)
PERMANENT GRASS — SOD.
(COMMON BERMUDA, NOTE 3)
x a 9 9. - al 9 a al a y ai al al 9 y a + 9 y ad a 9 y y al 9 a! a � y 9 ad al
v 9 9 a*9 9 9 a 9 9 9 9 y 9 a al a a a a a a \ STORMWATER 9 9 x 9 t o y Al a a a a a
yy`� x�a`aaaaa axx9a9999xxx \\ MANAGEMENT 999 -4 al yyyyy
y y a 4 ax x y a ABAS I N 71�+ ay ar y y y y x
air a a a allTa l x a x x a a x 9 a s SO \ 9 y al a s !9 9 al al x r,
V x a�x 9 %w `a al x x x a ar A a� ar x x x x x � \ ` �� y x a9 a� ar y ai x x x
y al�x 7 al x x x x a4 A x al y al ai y a! ar �� � y y a� x ar � y y ai y x al
y y`a `a s'A 9 a s 9 9 x y x a x x a x_ ��q\ \ � a a x a/ a a 9 9 9 x
x a a` aNd x a a x y a y y y- �'� \ '1 J y -4 PERMANENT GRASS — 9 9 9 9 19 x x aa s
.9y y y "9 a a 9 9 x a s a 9 a s x a s 9 x y y y y y
� .l � � SOD REQUIRED. xvl �j1
V a a' �y \ a Y al a1 al x al al al al of a! a1 9 1 � x x al al ,y�l al SI al al ai al of
a ,al a a a y a 9 x a x a a a air a x 2 ORNAMENTAL TREES 8 a s s 9 Iy 9 9 9 x x
y y 11r 24 SHRUBS FOR YARD SPACE
a y� 9% 9 9 9 a s 9 x a x x a a a a a a 9 9 9 9
yy'N PLANTINGS (SEE TABLE) I
A y al a 9 y a 9 9 9 y a a i 9 a a a a a a 9 9 9 9 a
y y y A 2 ORNAMENTAL TREES FOR
•+ x x p y a1 al a� x ` x Q 1! a x y x Y d al a x x
y y x x al of al (SEE TABLE )PLANTINGS y
ai a1 y al y al al al x a1 a1 a+ a ai al al dal a al x of
a+ ar al y ar tCal� y � ar ar
y a a a a a x a a a
a al Isl 9 x a a
a 9�a y o r y 1 ORNAMENTAL TREES FOR a a a y y a y �,I�VyV y y y
y x`y` y a/ PARKING 'AREA PLANTINGS y y y y y X y y y y a
x x x 9 ( SEE TABLEy \ 9 9 9 a al x 9 a 9 a r: a+ al al al
PERMANENT GRASS — >1 x x �' ` \ 9 9 al a a s d a d a i� y 9 9 x
SEEDING OR SOD,TYP. + a if \ a a 9 9 9 y x ar y a y Mr y a a x
x a V x y 9 9 \ 9 x a a a a a a a a a x a a a
a a 3 `y ` 7 al x x x a1 \ al al al al ay y al al a1 a! ai al
�� V x Y �f ` � al al♦ ♦ vl a1 al \ \ al al x al al al alal al al al
9 9 Jk` a� x x x x a! ai al al al ;�al x al al a
tl x al►a a y
a x` a 9 9 3 ORNAMENTAL TREES FOR y a y ar a is y a a a
a` PARKING AREA PLANTINGS a a a 31 I� 9 a a a
a a a ( SEE TABLE) 9 x a a a ar -4y a
I-, 9 x a a a a i ai x x
y yNw \
N 9 a s \ a a a x x 9 a y1 y x x
a x y ` aid al al \ a! al al al y x 1x y y -49
`x�a .9x 9 y a + a ar a a x (a y y y PERMANENT GRASS
'rA V a ax y x y \ ai .0 X
y a ofy x x a SEEDING OR SOD,TYP.
al`y 9 9 9 9 9 9 9 a Al
V aAl x�a1 a 9 \ a 9 9 a a a 9� x a a 1
x a a1 a
y al al a+al x ]I al al al al
x x ar y x x x, x y x y x y x
x x y
d a y a x ar a y a a a y\x\y^rl y y a A
%A aiQjl, a .9 al 9 a 9 al 9 9 a a y al 9 a S aj►t y y y _a
�� ♦ aT x a al al x al al al al x of a a al al , al al al all ar a1 x x f,�f15C(tFCll+ln �, s-.- C 1 l e 1 + l'i• '�ti;!i
ieSLI
♦ �7" ' Y' x x x al al al y x x a x al y x y y al al a! al x x r'£?yJifBr; �3y i g ;..�.- N.r,fv ��,*; �-Fi (:J �l ri�S 1G
.y ,A
)` y a al a y x y y y al x x x y al a al y y a :,je,'equEre +h t ;t,
.O esign�r
a! al *[ �+ a`I a 9 x a a a a al 9 x y 9 a a a al a+ 9 115pLC1 �:�r!'1C� r,,:,75
�' puns and soe �:� c�+formlty with r c
a a a a a 9 9 9 a a a a a a 9411p `.7, pTMf�{$Y fij'za ;''1, ll):,A � $
�� ''hermit SWdIZ (J`
9 x x x a 9 9 9 9 a a a a a 9 9 ' �1-C)_die_._/
�c
V. �y ` x x x 9 9 a! x x x al al x al x ,
V 7y♦ p
a211OAK 'F .,`•c C . ._. . _. 'rS!G'�1 r',T �, 8lE
G CS \ �t 9 x 9 yya 9
y ya a a 9 a y4Y1pAK -
J� -4 `y x 9 al 5 d x a! al a al al a
>a at 977*sy � a s 9 9 a
* *y y I y T211 ' OLLY
'9 jaaa a as 12 EXISTING TREES TO
CHICKEN FOOT ROAD
STREETSCAPE
QUANTITY
REQ'D
PROVIDED
712
LENGTH OF R/W (FT)
14.2
0*
LARGE TREE
SMALL TREE
0.0
SHRUB
0.0
PARKING AREAS
36
+r OF SPACES
LARGE TREE OR
1.8
SMALL TREE
3.6
4
SHRUB
YARD SPACE
400
BUILDING PERIIETER (FT)
LARGE TREE
0
SMALL TREE
8
8
SHRUB
80
so
* NOTED EXISTING TREES TO REMAIN
NOTE: 17 EXISTING TREES WITHIN THE FRONT SETBACK HAVE BEEN DENOTED TO REMAIN.
9 a *a REMAIN FOR STREETSCAPE
y y y y x a y Qar- 1rp PLANTINGS ( SEE TABLE)
9 .al 9 al y al x
y 0l ai al al x a
V x alp a ` � k x 9 9 IQ
x of aL`\\ aT ai�9 x ♦sY
a any ` Ai`` s 9 y
y
-1 y \
1, a7 x x x x y
�• 9 9�9 � a a 9 9 a
'i` xa�a � •aa9y
a X` i y /
�a
V 9
- a a x a \
y y a a
7 'N� " `
0
GRAPHIC SCALE
30 0 15 30 60
Sip
(IN FEET)
AS SHOWN
w
DEVELOPMENT
0
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•••Ia..11:.j1�, �r�o
w r RELEASED
FOR CONS TRUC T IOIIV
NO.
DATE
DESCRIPTION
s • t 1hr VIM Ins WCOAS ad di Orb
rwln. at a, 111CIru�Cn1 el s1r.1Cs. 1s h. pn1x ter sss¢1r1C
01r9Cs� OW C1100 1Cr A11a1 It u{ W! . srll1s WWO Cr a10
uorCW rslraa a1 M14 aveuF.iroM w+1wif r1*w1 s,1111or1mrlan as
1�1i:iei/iIT +o tafisl2 Enor1PA w 1s1. L wllrlYr
DATES NOVENSER 141 2012
CSE PROD. RHT_0017
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROD, YGR* GAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
PLANTING PLAN
P L-01
T ! V.
{
' ,..i�- �...-,+ ..'.+ .... i3 1 .< .. ti...l• Jz �, i `� � � + 5+. �^�s: lt: ,!-yj ',ji

k
C
C
PAVEMENT DETAILS
1. DETAILS ARE DOLLAR GENERAL MINIMUM REQUIREMENTS AND MAY INCREASE WITH VARIOUS SOIL
CONDITIONS. A GEOTECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL
BE COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
PAVEMENT REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR
TO PLACEMENT OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE,
THEY SHALL BE REMOVED AND REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE
WITH GEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED
BY THE GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED.
REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL
JOINTS MUST BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT
JOINTS. REFER TO ACI 330R (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING
LOTS) FOR JOINT DESIGN AND LAYOUT.
PAVEMENT SCHEDULE
®
PROPOSED 1.0" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A
0
PROPOSED 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB
®
PROPOSED 3.5" ASPHALT CONCRETE BINDER COURSE, TYPE B25.OB
Q
EARTH MATERIAL
OU
EXISTING PAVEMENT
OV
COMPACTED SUBGRADE
18' TYPICAL
18' TYPICAL
1 .0" ASPHALT SURFACE 4' 2' VARIES - SEE PLANS VARIES - SEE PLANS
COURSE, TYPE S-9.5A
SFLDR PAVED VARIES-
SHLDR SEE PLANS
tn-
x
2.0" ASPHALT BINDER 6Z
EXISTING/PROPOSED DITCH. W
COURSE, TYPE I -19.OB SEE CG-01 AND MP-01 0 >
NOTE 3 wa OVERLAY EX. ROADWAY 1
6" COMPACTED AGGREGATE BASE . — 1 Ex. GRADE EX. GRADE
2X WIT
COMPACTED SUB GRADE r - — — — — — — — — — — —
T� C U U �
STANDARD DUTY ASPHALT DETAIL V SAWCUT EXISTING ASPHALT AND
NOT TO SCALE GRADE SLOPE TO EXISTING/PROPOSED TIE TO EDGE OF REMAINING ASPHALT
GRADES AS SHOWN ON PLAN. VARY
SLOPE 2H:1V TO 3H:1V. NOTE 3.
HEAVY DUTY ASPHALT DETAIL
NOT TO SCALE
STANDARD DUTY CONCRETE DETAIL
NOT TO SCALE
HEAVY DUTY CONCRETE DETAIL
NOT TO SCALE
2.0" ASPHALT SURFACE
COURSE, TYPE S-9.5A
2.0" ASPHALT BINDER
COURSE, TYPE I-19.058
8" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
5" 3,000 PSI CONCRETE
4" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
6" 31000 PSI REINFORCED CONCRETE
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
VARIES -
SEE PLANS
ROADWAY WIDENING SECTION DETAIL
�o
NOTES:
1. FINISH GRADE OF FULL DEPTH ASPHALT PAVEMENT WIDENING TO MATCH
EXISTING CROSS SECTIONAL GRADE.
2. SEE PLANS TO ADJUST DIMENSIONS FOR TAPERS, SLOPES, RADII, ETC.
3. GRASSED SHOULDER AND DITCH. STABILIZE SHOULDER, SLOPES AND DITCH
BOTTOM WITH SEEDING.
4. ALL LANES ARE TO BE A MINIMUM WIDTH OF 11 FEET.
NOTE 3
VARIES 6H:1V
TO 3H:1V. NOTE
VARIES 3H:1V
TO 2H:1V. NOTE
�:L�nS1CUCtICn i�; -=•'i'.i«if<.ii:i7C3
ccrr;^r' ,er,; 'Documents
iPgiairet by trim
jOes Iequlre thr31 tN.- �: f, sr'"1'r'F.'s.:: ;tE„1 designer
lsp6ct during con? :r,jc nr;:,;r fy CC-nformitj with tha
Plans and spe-.;. dn•~ � ;----Irl,a-)�lance with the
`%�='!'tlN,atE'C
'r K Sion of b !a Q 43 fth'
�'t T O
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NO.
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DESCRIPTION
This tnr . m nr ovum& am Oo v
arwtn. of an I�try�11 of •rwiaS. Iti 1" 1- Onl Tar trr amlfle
ouro4m ov eli/ee1 lrOr Itch Ii rR Or800rg& wMrp N Or10
IMP NO rNIGM9 On mtf AOOAnimithYrrIl"n 00WIMIGn Oo
aooetlmi��isC[at sCall signet
qIa'� GqI. r�i •tma'+
DATE: NOVEMBER 14. 2012
CSE PROD. a RHT-0017
DRAWN J BR
DESIGNED JBR
CHECKED GAR
PROF. MGR. GAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG_ REVIEW
D ETAI LS -
PAVEMENTS
DT-01
'I,
1 TT% - - -T �, s ♦ - r` -IT - ' -if
r -.. .. '[ ...'_. .. � . 1''['., ��.. �.. 'S'. ... '/.-:5' .- r l �7 is '.S t.,. � - .•I1: �'. d.i ...

TANDARD STATE a
k
PPROVED HANDICAP H.c./SHOPPING CART RAMP TO BE NOTE:
IGN INSTALLED ON A CENTERED ABOUT THE FRONT DOOR. ALL HANDICAPPED RAMP AND ACCESS
ETAL COLUMN AT THE AISLES SHALL MEET ALL CODES AND BUr�DING
ROPER HEIGHT REQ'D. ADAAG REGULATIONS.
A7
ROVIDE ADDITIONAL
IGNAGE BELOW THE COLORED TOOLED/SERRATED
HANDICAP SIGN AS SIDEWALK SLIP RESISTANT SURFACING
REQUIRED PER _ 6'_at� AND/OR TACTILE WARNING e D D ° ° 1p�
REGULATIONS. o *P
I AMERICANS WIQTHIDISABILITIES e ° ��16
E L
BOLT SIGNS TO °' Q o _ a= D ACT ACCESSIBILITY GUIDELINES ° Q ° " D - ° " D ° - "
GALVANIZED METAL Q I = a—,' D AND CODE REQUIREMENTS p
O O PIPE COLUMN 1.0 = Ir_ ^ r; 1 : 10 MAX. SLOPE PAINTED
I I p 6" DIA. CONCRETE YELLOW o RE •( o ° �' ° ° ° °-4'Qc<`�, E
FILLED STEEL PIPEBOLLARD WITH
BELLOWD' PAINTED 1 :10 MAX. PARKING SIGN HANDICAP Q ° ° ° " p e `�� Pa ° . °©° ; Q ° 6�,1���q`�F 3•�pE'�pL
SLOPE REQUIRED. p ° ° - D a ° P.
e
CONCRETE SURROUND BOLLARD WITH 5� 3 -All
e e
AROUND PIPE COLUMN °
D °
HANDICAP D
• S,
j. PARKING SIGN, 4" PAINTED STRIPES -
AS REQ'D. H.C. BLUE COLOR Q 24" ° a
O.C. AT 45 DEGREES. HEIGHT
I— BOLLARD o PSP J�N CURB, TYP.
— PAINTED YELLOW N 4" PARKING SPACE STRIPE. PP.. TRANSITION FINISH GRADE
BLUE COLOR. OF ASPHALT PAVEMENT TO
- — — LOADING DOCK AND PAVEMENT TRANSITION DETAIL MEET FINISH GRADE OF
CONCRE TE PA VEMENT T.
AP NOT TO SCALE
PARKING DSYMBOL CPAINTED
MIN. 8' -0" 10' —011 8' -0" ON PAVEMENT.
CONTINUOUS LINES STRAIGHT ARROW
BLUE COLOR.
EDGE LINE _ 2011
HANDICAP PARKING SIGN DETAIL HANDICAP PARKING DETAIL _
YELLOW OR WHITE
NOT TO SCALE NOT TO SCALE v
I
DIAGONAL LINE - -
OD 1211
—I
YELLOW OR WHITE
14"
(TYP.) cc
STOP BAR
S jDNc,� � N 1211
O \
F
PARKDING SPACE BOLLARD Fw44/r WHITE
STRIPING WITH H.C. WHITE
PARKING SIGN 1:10 MAX SLOPE CONCRETE
SLOPE AWAY FROM BLDG. N. USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS WITHIN PARKING LOTS_
%e' PER FOOT 2. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
3. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON
.7,0�� PORTLAND CEMENT CONCRETE PAVEMENTS_ UNLESS APPROVED BY THE ENGINEER.
g 4. CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND
D �ZN• PAVEMENT MARKINGS." SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS THEREFORE
SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL SYMBOLS ARE REQUIRED tO BE APPROVED
BY THE ENGINEER.
ZO Aq '1 S� BOLLARD PAINTED
,yl•�oI'F,yF�T YELLOW PAVEMENT MARKINGS ( FOR PARKING LOT) DETAIL.
�! NOT TO SCALE
d
ACCESS AISLE 1:10 MAX
SLOPE 36
BOLLARD WITH
H.C. PARKING O1%
SIGN -"
MI 'o`- MFNr c M
STOP =
lOF�gF�F - �1
k M
W
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~ a�� METAL POST METAL POST SECTION
�`- ( TYP . )
NOTES:
HANDICAP PARKING ACCESS RAMP AND ACCESS AISLE DETAILS 1 ' METAL POST TO BE GALVANIZED.
A L B SHALL NUTS,HAVE WASHERS,
NOT TO SCALE - 411
HOLES FOR ALIGNMENT WITH HOLES IN METAL POST. MOUNT
WITH ifs"x 2%" BOLTS, TOP AND BOTTOM OF SIGN.
N 2. BACKS OF ALL SIGNS WILL BE PAINTED FEDERAL STANDARD
20059, MISSION BROWN.
3. SIGNS WILL BE FABRICATED BY USING A HIGH INTENSITY
SHEETING AS PER NCDOT SPECIFICATIONS.
SIGN ELEVATION 4. SIGN LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND
MAY BE ADJUSTED TO MEET FIELD CONDITIONS. ADJUSTMENTS
ARE DIRECTED OR APPROVED BY THE CONSTRUCTION MANAGER.
5. ALL SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
WITH THE PLAN DETAILS, THE 'MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES', AND THE SPECIFICATIONS.
6. THE CONTRACTOR WILL, IF REQUESTED BY THE CONSTRUCTION
MANAGER, REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED
SIGN POST DETAIL OR
THAT AREMADCONTRARY TO THE PLANS. NO SEPARATE, PAYMENT
WILL ENOT TO SCALE
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DATE: NOVENBER 14o 2012
CSE PROJ. ax RHT-0017
DRAWN J BR
DESIGNED JBR
CHECKED GAR
PROD. MO. CAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
DETAILS SITE
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FINISHED GRADE
FINAL BACKFILL PER
SPECIFICATIONS
12"
INITIAL BACKFILL
.- - -
COMPACTED IN e
.
LAYERS (MAX) AS
7_
SPECIFIED
—
—
W YN SSE CLEARANCE
12*a Sot CLEARANCE
ME
NOTE:
FOR TRENCHES REQUIRING SHORING do BRACING,
DIMENSIONS SHALL
BE TAKEN FROM THE INSIDE
FACE OF THE SHORING
& BRACING.
REQUIRED
BEDDING
FOR
REINFORCED
CONCRETE
PIPES
N TS
INSTALLATION:
1. EXCAVATE SUBGRADE BELOW DESIGN ELEVATION TO ALLOW FOR
THICKNESS OF FILTER AND RIPRAP. INSTALL RIPRAP TO MINIMUM
THICKNESS OF 1.5 TIMES MAXIMUM STONE DIAMETER. FINAL
STRUCTURE SHOULD BE TO LINES AND ELEVATIONS SHOWN IN PLANS.
2. CONSTRUCT APRON ON ZERO GRADE. IF THERE IS NO WELL-DEFINED
CHANNEL, CROSS SECTION MAY BE LEVEL OR SLIGHTLY DEPRESSED
IN THE MIDDLE. IN A WELL-DEFINED CHANNEL, EXTEND RIPRAP AND
FILTER TO THE TOP OF THE BANK OR AS SHOWN ON PLANS. BLEND
RIPRAP SMOOTHLY TO THE SURROUNDING LAND.
3. COMPACT ANY FILL USED IN THE SUBGRADE TO THE DENSITY OF
THE SURROUNDING UNDISTURBED MATERIAL. SUBGRADE SHOULD BE
SMOOTH ENOUGH TO PROTECT FABRIC FROM TEARING.
4. INSTALL A CONTINUOUS SECTION OF EXTRA -STRENGTH FILTER
FABRIC ON SMOOTH, COMPACTED FOUNDATION.
5. PROTECT FILTER FABRIC FROM TEARING WHILE PLACING RIPRAP
WITH MACHINERY. REPAIR ANY DAMAGE IMMEDIATELY BY REMOVING
RIPRAP AND INSTALLING ANOTHER SECTION OF FILTER
FABRIC. UPSTREAM SECTION OF FABRIC SHOULD OVERLAP DOWN
STREAM SECTION A MINIMUM OF 1 FT.
6. IMMEDIATELY FOLLOWING INSTALLATION, STABILIZE ALL
DISTURBED AREAS WITH VEGETATION AS SHOWN IN PLANS.
DESIGN NOTES:
*-SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. LA IS THE LENGTH OF THE RIPRAP APRON.
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6".
3. IN WELL-DEFINED CHANNELS EXTEND THE
APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE
BANK WHICH EVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
OUTLET PROTECTION USE:
A STRUCTURE DESIGNED TO CONTROL EROSION AT THE
OUTLET OF A CHANNEL OR CONDUIT. USED TO PREVENT
EROSION AT THE OUTLET OF A CHANNEL OR CONDUIT BY
REDUCING THE VELOCITY OF FLOW AND DISSIPATING
ENERGY.
OUTLET PROTECTION MAINTENANCE .'.
MAINTAIN THE RIPRAP OUTLET PROECTION BY INSPECTING
THE STRUCTURE WEEKLY AND AFTER SIGNIFICANT (1/2-INCH
OR GREATER) RAINFALL EVENTS TO SEE IF EROSION AROUND
OR BELOW THE RIPRAP HAS TRANSPIRED, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY REPLACE STONE AND/OR
FILTER FABRIC TO MAKE REPAIRS AS NEEDED TO PREVENT
FURTHER DAMAGE.
LENGTH OF
APRON (LAI
PLAN VIE
0
Z
LEI
Z
0
a
a
a
FILTER FABRIC OR BLANKET
F D
NOTE: STONE CLASSIFICATIONS OF CLASS B REQUIRE A SUBLAYER OF
FILTER FABRIC OR FS-2 FILTER STONE WITH A BEDDING THICKNESS
OF 6" .
SECTION A -A
OUTLET PROTECTION DETAIL
NOT TO SCALE
2' MIN.
COMPACTED TOP WIDTH VARIES
EXISTING PROVIDE ROLLED EROSION CONTROL
GROUND PRODUCT (RECP) IF INDICATED PER
} PLAN TABLE
FINISH
GRADE -
SIDE SLOPES AS INDICATED PER
GRADING PLAN. DESIGN AS
INDICATED PER PLAN TABLE.
2:1 MAX. (TYP.)
STABILIZE TOP, SIDE SLOPES
AND BOTTOM OF DITCH WITH
PERMANENT SEEDING OR SODDING.
USE EROSION CONTROL NETTING
OR RECP LINER AS INDICATED
ON PLANS. -
BOTTOM WIDTH
PER PLAN
SECTION
PLAN VIEW
DIVERSION DITCH USE:
A PERMANENT RIDGE, CHANNEL OR COMBINATION
THEREOF CONSTRUCTED ON A R SIGNED GRADE
ACROSS SLOPING LAND. USED TO DIVERT WATER
FROM AREAS WHERE IT IS IN EXCESS TO LOCATIONS
WHERE IT CAN BE USED OR RELEASED WITHOUT
EROSION OR FLOOD DAMAGE.
DEPTH VARIES. SEE PLANS FOR DITCH
BOTTOM ELEVATIONS. ENSURE 18" MIN.
DEPTH.
COMPACT 2' WIDTH ALONG TOP
OF DITCH (TYP. EACH SIDE)
SIDE SLOPES AS INDICATED PER
GRADING PLAN. DESIGN AS INDICATED
PER TABLE 2:1 MAX. (TYP.)
DITCH BOTTOM WIDTH
AS INDICATED PER PLANS.
DITCHLINE. CONSTRUCT AT
LONGITUDINAL GRADE AS
INDICATED PER PLAN TABLE
DIVERSION DITCH MAINTENANCE:
v 1 _ r E,
fo
twa.ter
t'r Sri# S_W6fZ��o`t.. 3t�3
> -0 3
MAINTAIN PERMANENT DIVERSION DITCHES BY INSPECTING
AFTER EVERY RAINFALL DURING CONSTRUCTION OPERATION,
AND AFTER SIGNIFICANT (1/2-INCH OR GREATER) RAINFALL
EVENTS AFTER STABLIZATION. IMMEDIATELY REMOVE
OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE
DIVERSION RIDGE(S). CHECK OUTLETS, AND MAKE TIMELY
REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS, HEALTHY CONDITION AT ALL TIMES.
TEMPORARY & PERMANENT_ DIVERSION_ DITCH
_ _ NOTTO SCALE
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DATE NOVEMBER 14. 2012
CSE PROJ• 0 RHT-0017
DRAWN JSR
DESIGNED JBR
CHECKED GAR
PROD. MGR. GAR
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
DETAILS -
DRAINAGE (ADD'L)
DT-03
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