SW7040404_APPROVED PLANS_20040608

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
f� APPROVED PLANS
C
❑ HISTORICAL FILE
DOC DATE
"QbY 6&Uil
YYYYMMDD

P-)cc p 1}��.� VW _%D14()Qoq
I RELEASE FOR PERMITS UKA 3/31/04
y�L
N P
��oro
�Pp o
A
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\q4?
U.s IS
EROAD sr.
D,CAAFF£NPEID
AWNUE IRENT RD.
A rp
H;y
n RpAp �~K
:RE-Nl ROAD
VCINIIY MAP NOT TO SCAI_L
NOTE:
ALL FILL MATERIAL UTILIZED ON THE PROJECT MUST
BE OBTAINED FROM A BORROW PIT FACILITY PROPERLY
PERMITTED THROUGH THE NCDFNR, LAND QUALITY SECTION.
SEQUENCE OF OPERATION:
1, SECURE PROJECT PERMITS.
2, CONDUCT PRF-CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSIALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6. INSIAEL BIORETENTION AREAS AND VEGETATED SWALLS.
1. CONSTRUCT SITE IMPROVEMENTS.
8. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
9. REMOVE GRAVEL CONTROL ENTRANCE.
10, REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER,
J. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE
FOOT,
MITE DATA:
SITE AREA: 69,368 SF, 1.59 ACRES
SITE ZONING: C-3
SITE OWNER: FIRST STREET DEVELOPERS
PO BOX 1169
NEW BLRN, NC 2856
[phone]
PROPOSED CROSS FLOOR ARFA: 14,469 SF (USE CODE 2.110)
POSIAL ENUMLkATION: 2001 NFUSL BOULEVARD
UTILITY SERVCES: WATER, - CITY OF NEW BERN (PUBLIC)
SLWER - CITY OF NEW BERN (PUBLIC)
ELECTRIC - CITY OF NEW BERN
GAS -NORTH CAROLINA NATURAL GAS
MINIMUM BUILDING SETBACKS. FRONT YARD: 25 FEET
BACKYARD: 10 FEET
SIDE YARD: 10 FEET
PARKING: REQUIRED PARKING SPACES -
USE CODE 2,110, 1 SPACE PER 200 SF CROSS FLOOR, AREA.
USE CODE 2.110: # OF SPACES REQUIRED = 72 SPACES
TOTAL PARKING PROVIDED -
5/ SPACES ON -SITE 15 SATELLITL SPACES ON ABU-1IING PROPERTY
SUMMARY OF BUILT -UPON AREA:
TOTAL SITE AREA = 69,368 SF, 1.59 ACRES
T01AL DISTURBED AREA = 1.59 ACRES
TOTAL IMPERVIOUS AREA = 53,763 SF, 77.50% OF TOTAL SITE AREA
TOTAL PERVIOUS AREA = 15,605 SF, 2250% OF TOTAL SITE AREA
NOTE:
1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED
BY ATLANTIC SURVEY & DESIGN.
2, THE PARCEL IS LOCATED IN A FLOOD ZONE "C" ACCORDING TO THE NATIONAL
FLOOD INSURANCE PROGRAM MAP 370074 PANEL 0004 E, DATED MAY 4, 1987,
3. NO SECTION 404 WFTEANDS ARL LOCATED ON THIS PROPERTY.
4, NO NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE.
4. ALL STRUCTURES BUILT SHALL COMPLY WITH THE NORTH CAROLINA BUILDING
CODE, 2002 EDITION,
CURVE TABLE
CURVE
RADIUS
LENGTH
D1RF.-CTION
DISTANCE
C-1
10.00
15. /1
N 06'00'00" W
14.14
` NEUSE BOULEVARD U.S. 70 BUSINESS
N.C. HIGHWAY //5 5 & #4J
R N T OF- WAY 1NIDTN VARIES ( ublic)
N❑. DESCRIE' I I❑N BY DATE
Revisions
TBM-PK NAIL IN CENTERLINE
INTERSECTION- ELEVATION=21.2
IG P -
1 6, 000 ( TRAFFIC COUNT) `� -
30" CURB & GUTTER THIS AREA REPLACE CURB & GUTTER I 0),
PROVIDE VALLEY GUTTER CB 10 CLOSL LXISIING
2 RIM-20.69 h�� SMH
INVERT=13.64' RIM=20.25'
INVERT=15. 4'
1 S 51 '00'00' E 30'R r .
r
150.4,3'(to ta!) -__ _,,, - _ li ;.... I a'R '>S 51 IOD'OlD" E 140.00' total `
RAMP '
R/-7L
65�—
` TRANSITION FROM 18 TO 30 75.00' .00 C1
C:) CURB & GUTTER IN RADIUS CURB CUT o
CB
8' 8. 9.0 RIM=19.92
�. +- - - - - ...- INVERT=16.80 I
168.20'
NOW OR FORMERLY
HAROLDSON & COLEMAN
PORTION DEED BOOK 1848, PAGE 106
ZONED C-3
ASPHAL* PARKING
10'R f 15'R
TRUCK O
I TRAFFIC
15'R I;
i rz ,
M! ! M BUIL IN L! 4.5'R 60, • ?
7 (6) PACE @ 9 -5 ' () SPACES 9', () 8' I LE=6 R 22_.0' 10.0' is
z, 2
ADA ACCESSIBLE ROUTE
g�j� Q S51.''00'001 SLOPE NOT TO EXCEED
OTRL CK CAR O1 --
�� �' (9) SPACES @ 9', (1 8' ISLE 489' 2� IN ANY DIRECTION " cC IE RAMP
T aFFI TRAFFIC _ w
N'
CD
� �
f q
I
f 1
.� U , , .
o
ADA RAMP W/ DETECTABLE
WARNING SURFACE
�11C� I7� ..
Q
7'% D'
=
I
I
u
x
coo EXISTING 3/4" WATER SERVICE
N TO BE CAPPED (TYP. OF 5)
o
o
"J�j4.5'R
NSPACES
-
� �
16 SATELIT PA G E RKIN
THIS.:AREA
Q
(TYP. OF 3)zCDCD
r�Ofco
C
W
H
j
f
cy'
(
0
"'
v
-
c�
C�
SPECIFIC
WORK ITEMS
O
SEE
DETAIL
A,
SHEET
C5,
FOR
TYPICAL
PAVEMENT SECTION
0
SEE
DETAIL
B,
SHEET
C5,
FOR
TYPICAL
SIDEWALK CONSTRUCTION
O
SEE
DETAIL
C,
SHEET
C5,
FOR
TYPICAL
CURB & GUTTER CONSTRUCTION
O
SEE
DETAIL
D,
SHEET
C5,
FOR
VERTICAL
CURB CONSTRUCTION
O
SEE
DETAIL
E,
F, & G,
SHEET
C5, FOR
ACCESSIBILITY DESIGNATION
0
SEE
DETAIL
H,
SHEET
C5,
FOR
TRAFFIC
SIGN MOUNTING
O
SEE
DETAIL
J,
SHEET
C5,
FOR
PAVEMENT MARKING
GRAPHIC SCALE
20 0 10 20 40
( IN FEET' )
I inch = 20 ft.
ASPNAL T DRIVE
ao
^ a
Q
0 01Cj-
cry o
34.0' a
f
z i a
o I
0, 6 a. 0' 10. 0, 1 +� `f'
97' X 150'
f O (TYP. OF 3) CD I,
@dI finl a --- 0
I J 2'X5' PLANTER AREA 4,5'R jR ; C:)NATURAL GAS SERVICE CUT INTO SIDEWALKLl I
�, I
BY NCNG (TYP OF 3) o
SPRINLKER RISER INCLUDING DOUBLE `i' j CITY OF NEW BERN TO
10,00 ,' W CHECK BACKFLOW PRE'VLNTER 111F 8" F C f WITNESS ALL TAPS
SEWER MAIN & 6" Q Cr
N 51 'ZO 11 �1 � F _ �, �, �' E L
o LLJ Q Q
SPRINKLER RISER TO C.D C
m INCLUDE DOUBLE CHECK _ U' ? �" r
"' `s_'I., x EXi�TING 10" WATER MAIN (CONFIRM)
1CONCRETE SLAB A BACKFLOW PREVENTER `�
C1 C6 � - zI? I � m
- 6`' PVC SEWm SERVIC z a EXISTING 8" TERRA GOTTA SEWER MAIN
i -
i SIDEWALK ^
ELtCT IC DI�CONNEC 1 6 PVC FIRE SERVICE
CD CUT & PATCH PAVEMENT
i o
1-1/2" DOMESTIC ;WATER SEP ';E 1" M R & BOX TO INSTALL WATER SERVICE �
CD
CART 14' PRO EDUCERiS 1 lOX6 TAPPING SADDLE & VALVE
1, CARDBO�-RD;1RAS"Ll - TRAFFIC (1) THRUST BLOCK
Al
C-1iMP COACTOR _ 1 3'rt . 15'R
TYP. OF 2 I W
- -- �4.5 FXISTING 3/4" WATER SERVICE
`" TO BE CAPPED
j ADA RAMP W/ DETECTABLE Fj 1 1 TRUCK �,
DOCTORS OFFICE WARNING SURFACE '� 7_1
15004 SF 49.3' 36.2' u ) TRAF Ic I F
,_,
- UNDERGROUND �' S51
OD ELECTRIC SERVICE `��
L1 65.28' CD
BY CITY OF NEW BERNCD o Q r
0 2' WIDE CONCRETE FLUME r -'
J
(TYPICAL OF 6)CD
SEE DETAIL 2,
79
NEW PAD MOUNTED SHEET C3
_ 10
o _).P TRANSFORMER & / 1 8 1.5 15'R
00 \ METER I Q
_.-- BIORF TENIION AREAJ2
10 —MINIMUM B NG LINE
72.00' Uc�
N 51'00'00" W 222.00'(total) O
NOW OR FORMERLY
HAROLDSON & COLEMAN
PORTION DEED BO& 1848, PAGE 106 --► � LOT 9 �
ZONED MILLERS ADDITION TO DeGRAFLNRIEC' ='A�'K
}` 1 MAP BOOK 1, PAGE 224
A OVERALL .I TE LAYOUT 9� NOW OR FORMERLY
HAROLDSON & COLEMAN
C1 �11
SCALE 1 "=20' DLED L;�)OK 1848, PAGE 106
1 ZONED C-3
Y
SMH I wo
RIM=21_32' J ,
INVERT-14. 4
I1 a� U. .
Q �o
I a�
v I zz o
ESS10
SEAL
o
Q
��
O
• a� o
r1 N T)
Qo
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o uo
c�
w � N
� O x
z op
�Y (-C)
►-� h l o
Lv o
> I
�Wwt,
� z U)
_4
Ln L0
'5
v c
® � z
0
CL
110,
W
p-,
W
�
�
C/�
+
0
O
m
U
R;
W
r�
0
4011 C1.DWG
r'- T
., ' ,Ti— �''
,. ter— �- T "T T'
1 'a I' 1
' r��,1
rr,l''��
�.•w
- ') 17' �I i'
''r� 'vi
iS
_ s
.

20.98TC
S 51 `00,00" E
150. 4,3'(tatal)
A
16S.20
ASPHALT PARKING
CUR VE TA BL E
CURVE
RADIUS
LENGTH
DIRECTION
DISTANCE
C-1
10.00
15.71
N 06 °00'00" W
14,14
NEUSE BOULEVARD - U.S. 70 BUSINESS
N.C. HIGHWAY #55 #45
EXISTING CATCH BASIN
RIM=20.69
INVERT=13.64'
INVERT IN=14.8 (NEW)
1 8 0' 20.8TC '20. 1 TW
r k
R�O /
@ 5 51 00 00 L 140.00 10t01
j21.0TC221.0TC
DRAIN'i MANHOLE 21.OTC 21.8TC 22.0TC
R=20.INVERI=15.2
.9TC
C1 .4TW
21.TW22.3TC RIIn M=19.92
INVERT=16.80
CURB CUT FOR RAMP
20.8TC a 1.8TC 22.4TC 22.3TC
} DRAINAGE MANHOLE G
21.8
+20. 7
F_ 22.3
20.81C I CL
22F23�21CL223
20.4 � 0 TC
23.15
j I 22.8TW 23.2TW
, 23.3TW ° 23:4T,
�C 23.4TW
22.1 23.46TW 23.15
1
23.46T
CD I 23.46TW ,
co 23. TW 23.15TW
w QN Lu -
w
0 w IT
W W
C"I Wo
07 m m
r
0
w
CD
Cr
¢I I
w 0.61 C
w
DR IN MANHOLE
u, R= 21.0 22.9
IN ERT=15,9 23.3TW
Q
0.7TC
97' X 150'
ICIDI I 22.7
ir
23.2D210TC
0.6TC 23.2225
FEE= 234 5 22.7
I
o � 23 38 + 23.3 TW
o I o 23.0� .��:;
Z 2.7
RB CUT FOR RAMP
t 20.8TC
6TC
f
o
0
0
o
LLJ
cc
2 .50TC
` 23.0TC 22.5 21.8TC
22.5 22.8 : 22.8 1) T
1 1.40TC
/
CV 'l
122.9 15T XE) DRAIN MANHOLE 2' WIDE CONCRETE FLUME
-
�� R=22.5 (TYPICAL OF 6)
INVERT=16.6 - -
- SEE DETAIL 2, o
SHEET C3
20.
Lij
22.91T .8TW 2 -r +20
2.8TC
CD
19.5 19.7
0
1
BIORETENTION AREA #2 ,
-- BOTTOM ELEVATION=
a,
.5
2
.52TC
N 51"00'00" W
222.00'(total) SFE ENIARGFD VIEW THIS AREA SHEET C3
NEW DROP INLET �••
RIM=18 8 '
INVERT=16.8
DROP INLET INLET PROTECTION I K)l
C2 C6 C2 C6 a
�Q
SITE GRADING AND EROSION CONTROL PLAN
SCALE 1"=20'
RAVEL CONTROL ENTRANCE C
C2 C6
CAP
2 V�76(40uvy
I RELEASE FOR PERMITS JKA 3/31/04
,.••���Q.ZV• CARS%.
� F1Gssia •-.•y
N❑, DESCRIPTI❑N BY DATE SEA1
Revisions
;F
EVIN
NOTE:
ALL FILL MATERIAL UTILIZED ON THE PROJECT MUST
BE OBTAINED FROM A BORROW PIT FACILITY PROPERLY
PERMITTED THROUGH THE NCDENR, LAND QUALITY SECTION.
SEOUENCE OF OPERATION:
1. SECURE PROJECT PERMITS,
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE,
4, INSTALL SILT FENCING.
5. CLEAR AND GRUB SITE.
6. INSTALL BIORETENTION AREAS AND VEGETATED SWALES.
7. CONSTRUCT SITE IMPROVEMENTS.
8. SEED AND MULCH ALL DISTURBED AREAS/
ESTABLISH VEGETATION.
9. REMOVE GRAVEL CONTROL ENTRANCE,
10, REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STAfLITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATI'JG CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALE BE REMOVED ON A DAILY BASIS.
d, SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS
OR SILT FENCE WHEN IT ACCUMULATES TO A DEPTH OF ONE
FOOT.
LEGEND
CHECK DAM J
u C6
_ 5:1 GRASS SWALE (BC6
SILK FE?!CE D
000000
C6
+ 27.0' PRP;JSL_,.', SPOT ELEVATIONS
NOTES:
REVEGETATE ALL LIST. RBED AREAS IN ACCORDANCE
WITH THE PROJFLT VP_ETATION PLAN, SEE
DETAIL L, SHEET 16.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch - 20 ft.
80
E p
w
Q
CD
Lr ) r-
• 00 O
cv If)
O
Q r-.
1 LI ?
w =
pox
wL z Q
aD
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�P I
w z t0
c C�j
U �Lri
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x w
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m o
z
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w
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w
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� � � Y �• � ) r � s I i i -�! I.N. V• � �'�YI �r � � .�
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4011C3.DWG

o nnu!,va�'r
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EVIR
GIN��
c Z,
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1- f ��r-T r -;I. �7?r •1 � ..t- - ;�.-;- �_�;,-, rf`,- ���:;:r:,i � �-- - -
r
c I
��, _ J i. .. _.. .. ... ...--,.�. .. .. .. ..... ... .. .. .. � .. .... ... ., .. .. rn,.

TRUCK TRAFFIC
CAR TRAFFIC
- .. ......
KEYED NOTES
O1 1/2" WEARING SURFACE OVER
TACK COAT.
O2" BINDER COURSE OVER PRIME
COAT,
O3 CAR TRAFFIC - 8" ABC STONE BASE
TRUCK TRAFFIC - 12" ABC STONE BASE
q TYPICAL PAVEMENT SECTION O WELL -DRAINED SUB -GRADE
4
C1 C5 NOT TO SCALE (SUB -GRADE TO MODIFIED 95
PROCTOR MIN. COMPACTION).
" 2 LENGTH VARIES - SEE SITE PLAN
EQUAL EQUAL 6„
5
d
r -- — 1 =
111=111=1 11=1 I M I I-=1 11=1 I I-111 .11
ri= 11=� I ICI I ICI 11, : , i 11, , ,1 6, I,_
MIN. '
KEYED NOTES
O N/A O COMPRESSIBLE FILLER O 1/4" TOOLED JOINT
(3/4" MAXIMUM). O 6„ X 6" #10 W.W.F.
O 4" COMPACTED CUT BACK AND
AGGREGRATE BASE PROVIDE SEALANT,
O PAVEMENT, TYPICAL, AT ALL
JOINTS WITH FILLER.
8 TYPICAL PERIMETER SIDEWALK
C1 C5 NOT TO SCALE
18"
11"
1„ FORM ALL GUTTERS
6" TO SPILL
I1. }, All 2" RADIUS
II
j PAVEMENT
• CONCRETE;
CURB & GUTTER `n
COMPACTED SUBGRADE
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED AT 10'-0" O.C. TO A MINIMUM
DEPTH OF 1-1/2".
2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER
SUITABLE FOR THIS APPLICATION.
3. EXPANSION JOINTS SHALL BE PLACED AT 80' Q.C. AND ADJACENT TO
ALL FIXED OBJECTS (WALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN, SLOPE CURB & GUTTER EVENLY
BETWEEN SPOT ELEVATIONS,
rC 18" CURB & GUTTER
C1 C5 NOT TO SCALE
1'-0" 1 KEYED NOTES
s LINE OF FACE OF
0 CURB (CURB GRADE
2
SHOWN ON PLAN).
PAVEMENT AT GRADE
SHOWN ON PLAN.
N/A.
z PREPARED SUB -GRADE.
STONE BASE.
O LINE FOR BACK OF
} CURB.
NOTE:
[ s ALL CURBS TO HAVE
3/4" EXPANSION JOINTS
_I AT MAXIMUM 100 FEET
D VERTICAL CURB WITH DOWELS AND
CONTROL JOINTS AT
C1 C5 NOT TO SCALF MAX. 20 FEET.
TYPICAL PIPE BOLLARD
C1 C5
SFF SHEET C2 FOR
SPOT ELEVATIONS
ALONG RAMP AREA
ACCESSIBLE PARKING
SIGN & POST (FREESTANDING) G
(TYPICAL) Cl C5
8, 0„ to"
(ADA MIN. IS 5-0")
• • o
CD W
rz n
::D a
U (n
0 0
ly �
a
a a�
z
L,J
Q
a
•
ri
_/z /Z
ADA DETECTABLE
WARNING SURFACE
I 11 L/n `L/o `1. JVY JLVI L IMIMI1 . V.,VJV �w, �r ACCESSIBLE SPACE DESIGNATION
WN
CCESSIBLE PARKING (TYPICAL)
ZE AND MARKING
OT TO SCALE
CURB, PARKING BUMPER, ETC.
8'-0" NOTE:
SYMBOL TO BE
PAINTED WITH
APPROVED TRAFFIC
PAINT.
5"R
1„
5
J
25 1 /2"
5
12"
,
3"
18„
18"
` '1p„
CENTERLINE OF
PARKING SPACE
F ACCESSIBLE SPACE DESIGNATION
C1 C5 NOT TO SCALE
00
1 1/2' R n �l
- 12" GRID
I
204
RESE V E
U
(�F
PARKING-_-,
U
N
3" L 3" r
'v
I, 3 7/8"
T 0
USDOT STANDARD R7-8 SIGN
VAN
WC5
CESSIBLE PARKING
GN & POST (FREESTANDING)
(ClOT TO SCALE
_d-
N
0
N
SEE NOTE BELOW
0
r �,n n, 7„ 13 nn
run
DIRECTIONAL ARROWS
4" - WHITE
SPACE STRIPING
J PAVEMENT PAINTING
C1 C5 NOT TO SCALE
OF PARKING STALF
SIGN SCHEDULE
O1 ONE-WAY
DO NOi ENTER
0 STOP
KEYED NOTES
O
TRAFFIC DIRECTIONAL
SIGN.
3
°
O
2"X 2" STEEL TUBE
EXTENDED INTO
CONCRETE FILLED 4"
'
PIPE.
(D
12"0 CONCRETE
FOUNDr
I
BELOWAFROSTLINE
�-
3 FT. MINIMUM
1
•
BELOW FIN. GRADE).
O
FINISHED GRADE.
TRAFFIC DIRECTIONAL SIGN
rH (FREESTANDING)
C1
V15NOT TO SCALE
n KEYED NOTES
— O 3dK'0 WELDED HOOPS.
s 1 0 TOP, BOTTOM, AND
CENTER.
I PIPE BOLLARD SOLID UNDISTURBED SOIL.
C1 C5 NOT TO SCALE PROVIDE PITCH, SMOOTH
0 CONCRETE FINISH.
O 6"� STANDARD SIT. PIPE
� ¢� CONCRETE FILLED AT ALL
LOCATIONS INCLUDING
J UTILITIES, TRASH
� m ENCLOSURE, AND
� SPRINKLER RISERS
o� EXCEPTION: 4"� STL.
QN � 1PE AT DRIVE-THRU
o � ONLY). PROVIDE 1 /4"
ti z WELDED CLOSURE PLATE
AT BOTTOM. PAINT
' . EXPOSED PIPE YELLOW.
4.. SECURITY BOLLARDS ON
WALK TO RECEIVE GRAY
-� 3 POLYETHYLENE COVER
FROM IDEAL SHIELD -
0
13-842-7290.
TOP OF PAVEMENT.
. I
■ 4
•
- I- 24"� CONCRETE FOUNDATION.
�
n USE SONOTUBE FORM.
NOTES:
1. PAINT COLOR TO BE "YELLOW"
FOR ARROW AND LETTERS.
"DRIVE-THRU" LETTERS TO BE
ELONGATED HELEVETICA MEDIUM -
4" WIDE STROKES.
2. PAINT 2" BLACK OUTLINE AROUND
ARROW AND LETTERS FOR PROJECTS
WITH CONCRETE PARKING LOTS.
KEYED NOTES
2
O
PRL-FABRICATED WELDED
3
CAP W/ STAINLESS STEEL
SCREWS.
STANDARD USDOT R7-8
4
2
SIGN (BOTH SIDES)
O2"
X 12" STEEL TUBE -
PAINT ENAMEL WHITE
(FILL W/ CONC.).
O
SUPPLEMENTAL SIGNS, "VAN
ACCESSIBLE" AND/OR $-FINE
AS APPLICABLE.
1 1 I 1
I + 1
'
I
O
FINISHED GRADE.
1
1 I 1 1
I 1 I 1
L J I
IL
IL- --------
I
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1'-3"
1'-10 1 2"
3 3/4"
3 3/4"
1 IRELFASIT FUR PERMITS JKA 3/31/04
N❑, DESCRIPTI❑N BY I DATE
Revisions
ADJOINING SL
OPE = Y- X
SLOPE SHALL WHERE X IS A
NOT EXCEED y LEVEL PLANE
1: 20
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
PEDESTRIAN X
WALK
SEE SIDE FLARE
NOTF BELOW
ADA IN.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
DOOR WITH A SLOPE OF 1:50 (2 %)
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). SIDE FLARES SHALL HAVE A
MAXIMUM SLOPE OF 1:10 (10 %). WHERE 'Y'
IS LESS THAN 48", SIDE FLARE SLOPE
SHALL BE 1: 12 (8.33 %} MAXIMUM WHERE "X"
IS LESS THAN 36", WALGREENS PREFERS
[HE "IN -LINE" RAMP SHOWN BELOW.
77777777777777
1 1 /2%
PLAN
�1:12 8.33%) MA
ELEVATION
"1N-LINE" RAMP
NOTES: A CURB RAMP(S) MUST BE
PROVIDED ALONG AN ACCESSILBLE PATH
FROM THE PARKING LOT TO WALGREENS
CURBED SIDEWALK.
A CURB RAMP(S) MUST ALSO BE PROVIDED
IN THE PARKING LOT AT ALL INTERMEDIATE
AND PERIMETER CURBS ALONG THE
ACCESSIBLE ROUTE CONNECTING TO PUBLIC
SIDEWA! KS.
A RAMP IS ANY SLOPE GREATER THAN
1: 20 (5 %) AND SHALL IIAVF A MAXIMUM
SLOPE OF 1:12 (8.33%). THE MAXIMUM
SLOPE 'IS 1" OF RISE PER FOOT OF
DISTANCE TRAVELED, ALL SLOPED AREAS
OF THE RAMP ARE TO HAVE AN INTEGRAL
RED COLOR.
THE CLEAR WIDTH OF ANY RAMP IS A
MINNUM OF 36".
CURB RAMPS HAVE A MAXIMUM RISE OF 6"
AND DO NOT REQUIRE HANDRAILS.
ANY PANaP WITH GREATER THAN A 6" RISE
SHALL HAVE HANDRAILS ON BOTH SIDES
AND CURBED EDGE PROTECTION ON BOTH
SIDES ED'JF PROTECTION CONSISTS OF
CURBS, WALLS, RAILINGS, OR PROJECTING
SURFACES THAT PREVENT PEOPLE FROM
SUPPNO OFF THE RAMP. HANDRAIL
DETAILS SHALL FOLLOW ACCESSIBLE
GUIDELINES,
J\=:URB RAMPS & OTHER RAMPS
Cl C5/ ^lOT TO SCALE
— NOTE: ACCESSIBI E RAMPS
AND CURB RAMPS WHERE
POURING OF A SEPARATE
INTEGRALLY COLORED
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS
2'-0" O.C. AND KEYWAYS
TO PREVENT HEAVING OF
RAMPS W/ ADJACENT
SIDEWALK OR CONC.
SURFACE.
zINTREGRALLY COLORED
nrn �n,.,rnrrr
WARNING SURFACE
VARES PER MANUF. x
N
4
0.9" IA.
2.35" (TYP.)
oe
SECTION OF "DOME STAMP"
PATTERN IN SURFACE
2 35"
0.9" DIA.,
}
0.2"H. �r ' 6
N
N
X. ,}r 2.35" 2.35"
PLAN OF "DOME STAMP"
PATTERN IN SURFACE
CURB RAMPS MUST HAVE A DETECTABLE
WARN}NG FEATURE FXTFNDING THE FULL
WIDTH AND DEPTH OF THE RAMP. THE
DETECTABLE SURFACE MUST CONSIST OF
RAISED TRUNCATED DOMES WITH A
DIAMETER OF NOMINAL 0.9 INCHLS, A
HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER -TO CENTER SPACING OF
NOMINAL 2.35 INCHES, THE TEXTURE OF
THE DETECTABLE WARNING FEATURE
MUST CONTRAST WITH THE SURROUNDING
SURFACES (EITHER LIGHT -ON -DARK OR
DARK-OWLIGHT), SEE ABOVE,
LOCAL JURISDICTION
THERE ARE LOCAL JURISDICTIONS
ILLINOIS, fAC 400.310,d, 7) THAT
SPECfFICALLY REQUIRE DETECTIBLE
WARNINGS ON THE SIDE FLARES, THERE
ARE LOCAL JURISDICTIONS THAT HAVE
REDEFINED DETECTIBLE WARNINGS (e.g.
EXPOSED CONTRASTING COLOR
AGGREGATE, GROOVES IN A PARALLEL OR
DIAMOND PATTERN ETC.). ACCESSIBILITY
GUIDLINES DEFINED BY LOCAL ORDINANCE
SHOULD SUPERSEDE. IN THE ABSENCE OF
A DEFINITON, FOLLOW ADAAG.
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