HomeMy WebLinkAboutZ-7350-A Map 1II
GENERAL NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTIUTIES ARE
BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE
HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL
BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT.
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY,
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE TO THE LITTLE ROCK WASTE WATER UTILITIES
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO THE LITTLE ROCK WATER DEPARTMENT REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL
BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW
TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBUC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED,
A STREET 50' R/W
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CONCRETE
2" RADIUS �1/4" LIP
a
N a
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
LANDING (TYP)
NOSING
CONCRETE STAIR DETAIL
NTS
2 14 C01
3' CLEAR
'1 1/2"0 STEEL PIPE RAIL
& POSTS AS REQ'D
INTERMEDIATE RAILS ALONG
STAIR TO BE 4" O.C.
I
3/4" EXPANSION NEW CONCRETE
JOINT SIDEWALK
4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
HMAC SURFACE COURSE, TY. 2
6" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
TYPICAL PAVING SECTION
NTS
SITE DIMENSIONING PLAN
111=20'
NOTE:
SLOPE SHALL NOT
EXCEED 1" IN 12" AT
ANY POINT ON RAMP.
NOTE:
SCORE RAMP 1/2" DEEP G•
& 3" ON CENTERS FOR
LENGTH OF RAMP EXPANSION
CONCRETE TO BE 4" THICK JOINTS
HANDICAP RAMP
NTS
TIE RAMP TO
TO TOP OF CU
TIE WING TO
TO GUTTER
1
SLOPE TO BE 1" IN 12"
SCORE JOINTS TO BE
1/2" DEEP 0 4" O.C.
1.50'
CONC. HANDICAP
RAMP DETAIL
TIE WING TO
TO GUTTER LINE
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
VARIES -SEE__[ CURB AND GUTTER
DIMENSIONING
PLAN
ADIUS VARIES
RADIUS VARIE
PROPERTY LINE
CONCRETE
�-� APTON .—_� INTEGRAL CURB
REMOVE AND REPLACE
EX. SIDEWALK AS / MATCH CURB
REQUIRED WITH H.C. RAMPLGRADE LINE
MATCH EXISTING KEYED CONSTRUCTION JOINT
_.. CURB AND GUTTER 0.05 LIP ;N LINE W/
FACE OF CURB
7" CONC. W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
oURickett Engineering, Inc.
P,O, Box 242094
p Little Rock Arkan5a5 72223
Phone 501.8G8.GOG8
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fax 501,8G8,G3G3
20 10 0 20 440
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No
LAJ'C4 M J
ARCHRECT OF RECORD
ANDREW F. HICKS
ISSUE DATE: 09-29-2003
REVISIONS
NO. I DATE DESCRIPTION
100-00-00 NO CURRENT REVISIONS
$ SSUL
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.•�`•....
4" WASHED
GRAVEL (TYP)
���
�''a•/—COMPACTED
(TYP)�
1" NOSING
y//FILL
-#4 0 12"
C�
`
STEEL STAIR
NOSING (TYP)
EACH WAY
�' �,./-VAPOR
BARRIER (TYP)
y
#3 NOSONG
BAR (TMP)
BOTTOM OF TURNDOWN
AT EDGE OF STEPS\�
i
6" DEEP PIPE SLEEVE
FILLED (TYP)
CONCRETE STAIR DETAIL
NTS
2 14 C01
3' CLEAR
'1 1/2"0 STEEL PIPE RAIL
& POSTS AS REQ'D
INTERMEDIATE RAILS ALONG
STAIR TO BE 4" O.C.
I
3/4" EXPANSION NEW CONCRETE
JOINT SIDEWALK
4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
HMAC SURFACE COURSE, TY. 2
6" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
TYPICAL PAVING SECTION
NTS
SITE DIMENSIONING PLAN
111=20'
NOTE:
SLOPE SHALL NOT
EXCEED 1" IN 12" AT
ANY POINT ON RAMP.
NOTE:
SCORE RAMP 1/2" DEEP G•
& 3" ON CENTERS FOR
LENGTH OF RAMP EXPANSION
CONCRETE TO BE 4" THICK JOINTS
HANDICAP RAMP
NTS
TIE RAMP TO
TO TOP OF CU
TIE WING TO
TO GUTTER
1
SLOPE TO BE 1" IN 12"
SCORE JOINTS TO BE
1/2" DEEP 0 4" O.C.
1.50'
CONC. HANDICAP
RAMP DETAIL
TIE WING TO
TO GUTTER LINE
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
VARIES -SEE__[ CURB AND GUTTER
DIMENSIONING
PLAN
ADIUS VARIES
RADIUS VARIE
PROPERTY LINE
CONCRETE
�-� APTON .—_� INTEGRAL CURB
REMOVE AND REPLACE
EX. SIDEWALK AS / MATCH CURB
REQUIRED WITH H.C. RAMPLGRADE LINE
MATCH EXISTING KEYED CONSTRUCTION JOINT
_.. CURB AND GUTTER 0.05 LIP ;N LINE W/
FACE OF CURB
7" CONC. W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
oURickett Engineering, Inc.
P,O, Box 242094
p Little Rock Arkan5a5 72223
Phone 501.8G8.GOG8
p
fax 501,8G8,G3G3
20 10 0 20 440
SCALE
>
F-
W
W
W
L11
�Q
�V)
� z
Q�
� o
z
w0
0Y O
rr
Lm w
0 75;z
C u- > J
■
U `1-7
Wrnm
NN
00
Uau-
r�Iw
Q Iz
wo
z=
o�
\UJJ
J Imo
P1 ._
� J�;gyp c
U CD
_ o
� N
�OQ
J z
Y z
W
Q Y
2 �
r1/ Q
No
LAJ'C4 M J
ARCHRECT OF RECORD
ANDREW F. HICKS
ISSUE DATE: 09-29-2003
REVISIONS
NO. I DATE DESCRIPTION
100-00-00 NO CURRENT REVISIONS
$ SSUL
1i
- T---
I
I
u -----