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GENERAL NOTES
I. 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 RESPONSISIUTY 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.
B. 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.
A STREET 50' R/W
64 -
CONCRETE
RADIUS
1/4" LIP
e
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
LANDING LANDING (TYP)
1.00' 1 ^ NOSING
(TYP
1
4" WASHED
GRAVEL (TYP)
OMPACTEFIPACT D
LL
\ , ' ) 1--'4 -H---1" NOSING
#4 ®12" O.C>
EACH WAY \ \
STEEL STAIR
" ^ NOSING (TYP)
VAPOR
\
BARRIER (TYP)
/3 NOSBNG
BAR (TV)
BOTTOM Of TURNDOWN
AT EDGE OF STEPS
6" DEEP PIPE SLEEVE
FILLED (TYP)
CONCRETE STAIR DETAIL
NTS
2.#4 CONT.
3" CLEAR
/-1 1/2"4 STEEL PIPE RAIL
& POSTS AS REQ'D
INTERMEDIATE RAILS ALONG
STAIR TO BE 4" O.C.
`��3/4° EXPANSION NEW CONCRETE
JOINT SIDEWALK
4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 957
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'
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NOTE:
SCORE RAMP 1/2" DEEP
& 3" ON CENTERS FOR
LENGTH OF RAMP
CONCRETE TO BE 4" THICK
NOTE:
SLOPE SHALL NOT
EXCEED 1" IN 12" AT
ANY POINT ON RAMP.
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HANDICAP RAMP
NTS
SLOPE TO BE 1" IN 12"
TIE RAMP TO SCORE JOINTS TO BE
TO TOP OF CURBS 1/2" DEEP ® 4" O.C.
TIE WING TOTO GUTTER
Lj��TIE WING OLINE
TO GUTTER LINE
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NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION,
RADIUS
1.50' i --I-4,00',1---1- 1,50'
CONC. HANDICAP
RAMP DETAIL
VARIES -SEE
DIMENSIONING
PLAN
EXPANSION
JOINTS
AND GUTTER
US VARIES
—PROPERTY LINE
INTEGRAL CURB
REMOVE AND REPLACE)
EX. SIDEWALK AS MATCH CURB
REQUIRED WITH H.C. RAMP GRADE LINE
L' MATCH EXISTING KEYED CONSTRUCTION JOINT
.:.URB 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
oIRickett Engineering, Inc.
P.O. Boz 242054
p Little Rock Arkansas 72223
cm Phone 501.868.6068
Fax 50 1.868,6363
20 10 0 20 40
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I ARCHITECT OF RECORD
ANDREW F. HICKS
ISSUE DATE: 09-29-2003
REVISIONS
NO. r DATE DESCRIPTION
00-OOM NO ISCURRENT REVISIONS
THISSUE
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