HomeMy WebLinkAboutZ-7350-A Map 9N
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GENERAL NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES 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 PUBLIC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
RAMP z
A STREET 50' R/W
-{ 6°
2" RADIUS
� 1/4" LIP
i 6 --
�24"
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
LANDING (TYP)
100 1" NOSING
—�\� �P
4" WASHED
'•.. i GRAVEL (TYP)
�. COMPACTED
�. \ \ \ FILL (NP) (p' 1 ^ NOSING
\` _ STEEL STAIR
\ NOSING (TYP)
#4 ®12" O.C.
\��'
rl EACH WAY \ \ \ \ VAPOR BARRIER (TYP)
1IRARNOSEI(TYPG
BOTTOM OF TURNDOWN
AT EDGE OF STEPS
6" DEEP PIPE SLEEVES
FILLED (TYP)
-
2 #4 CONT.
3" CLEAR
CONCRETE STAIR DETAIL
NTS
NTS
1 1/2"0 STEEL PIPE RAIL
& POSTS AS REQ'D
INTERMEDIATE RAILS ALONG
STAIR TO BE 4" O.C.
.3/4" EXPANSION NEW CONCRETE
JOINT SIDEWALK
8 -8'1
6" CONCRETE
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=201
Z
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Z
NOTE:
> SLOPE SHALL NOT
EXCEED 1" IN 12" AT
Z ANY POINT ON RAMP.
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NOTE:
SCORE RAMP 1/2" DEEP
& 3" ON CENTERS FOR
LENGTH OF RAMP
CONCRETE TO BE 4" THICK
HANDICAP RAMP
NTS
TIE RAMP TO
TO TOP OF (
SLOPE TO BE 1" IN 12"
SCORE JOINTS TO BE
1/2" DEEP ® 4" O.C.
EXPANSION
JOINTS
TIE WING
TO GUT TEROLINE7\ I TO GUTTEROLINE
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS
1
1.50'
CONC. HANDICAP
RAMP DETAIL
DIMENSIONING
PLAN
CONCRETE -�
AND GUTTER
IUS VARIES
PROPERTY LINE
INTEGRAL CURB
REMOVE AND REPLACE
EX. SIDEWALK AS MATCH CURB
REQUIRED WITH H.C. RAMP GRADE LINE
MATCH EXISTING KEYED CONSTRUCTION JOINT
CURB AND GUTTER 0.05' LIP IN LINE W/
FACE OF CURB
7" CONC. W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
oIURickett Engineering, Inc.
P.0, Box 242094
p Little Rock Arkansas 72223
Phone 501,868,6068
Fax 501,868.6363
20 10 0 20 40
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1— 4- M
ISSUE DATE: 09-29-2003
REVISIONS
NO. DATE DESCRIPTION
00-00-00 NO CURRENT REVISIONS
C-1
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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=201
Z
W
m
Z
NOTE:
> SLOPE SHALL NOT
EXCEED 1" IN 12" AT
Z ANY POINT ON RAMP.
M
J01
NOTE:
SCORE RAMP 1/2" DEEP
& 3" ON CENTERS FOR
LENGTH OF RAMP
CONCRETE TO BE 4" THICK
HANDICAP RAMP
NTS
TIE RAMP TO
TO TOP OF (
SLOPE TO BE 1" IN 12"
SCORE JOINTS TO BE
1/2" DEEP ® 4" O.C.
EXPANSION
JOINTS
TIE WING
TO GUT TEROLINE7\ I TO GUTTEROLINE
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
RADIUS
1
1.50'
CONC. HANDICAP
RAMP DETAIL
DIMENSIONING
PLAN
CONCRETE -�
AND GUTTER
IUS VARIES
PROPERTY LINE
INTEGRAL CURB
REMOVE AND REPLACE
EX. SIDEWALK AS MATCH CURB
REQUIRED WITH H.C. RAMP GRADE LINE
MATCH EXISTING KEYED CONSTRUCTION JOINT
CURB AND GUTTER 0.05' LIP IN LINE W/
FACE OF CURB
7" CONC. W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
oIURickett Engineering, Inc.
P.0, Box 242094
p Little Rock Arkansas 72223
Phone 501,868,6068
Fax 501,868.6363
20 10 0 20 40
SCALE
CD
J_
W
W
rr
Cn
2
2 o
H_
Li
W (n
�Q
H- (n
z
Y
0 Q�
Z Q
Q
Z Y
W U
Elf O
Z CC
02 Lv
Z
Q
> J
f1
1— 4- M
ISSUE DATE: 09-29-2003
REVISIONS
NO. DATE DESCRIPTION
00-00-00 NO CURRENT REVISIONS
C-1