HomeMy WebLinkAboutZ-9463 Map 2r-3" HMAC SURFACE COURSE, TY. 2
8" CRUSHED AGGREGATE BASE COURSE, CL7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
NTS
1-2" HMAC SURFACE COURSE, TY. 2
6" CRUSHED AGGREGATE BASE COURSE, CL7
8" (MIN) COMPACTED SUBGRADE TO 959
STANDARD PROCTOR DENSITY.
TYPICAL PAVING SECTION
NTS
6" CONCRETE
a:. a
•a d
d d 'd.•
Ay a
4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
HEAVY DUTY CONCRETE SECTION
NTS
CONCRETE
4.
d.
d
d
d
4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 959
STANDARD PROCTOR DENSITY.
LIGHT DUTY CONCRETE SECTION
NTS
1
2.
3.
4.
5.
SITE INFORMATION
1. 1.3756 ACRES
2. GROSS S.F. OF BUILDING: 8453 S.F.
3. PARKING SPACE: 9'0 8.5% 10'x20, 11'x20'
DRIVE AISLE 24' MIN.
4. PROPOSED USE: BANK
PARKING COUNT
PROVIDED: REGULAR 9'x20': 22
REGULAR 10'x20': 26
REGULAR 1l'x20': 12
HANDICAPPED: 3
63
SITE AREAS
TOTAL AREA=59,921.14 SQUARE FEET
PAVEMENT AREA=36,630.31 SQUARE FEET 61.1%
ROOF AREA =8453 SQUARE FEET 14.1%
IMPERVIOUS AREA=45,083.31 SQUARE FEET 75.2%
LANDSCAPE AREA=14,837.83 SQUARE FEET 24.8%
ZONING: C-3 AND 1-2
GENERAL NOTES
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.
CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT.
CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY,
ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE WITH THE LOCAL MUNICIPAL REQUIREMENTS.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO THE LOCAL MUNICIPAL 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.
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIL
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 AP
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 SYSTEMS ACCORDING TO
,,PROTECTION ILLUSTRATIONS PROVIDED.
ADDITIONAL NOTES:
1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
2. ALL PAINT STRIPE MARKINGS SHALL BE 4" WIDE WHITE TRAFFIC PAINT WITH
THE EXCEPTION OF HANDICAP AND DIRECTIONAL MRKINGS.
3. PAINT HANDICAP PARKING BUMPER CURBS AND SLOPED PORTIONS
OF SIDEWALKS HANDICAP BLUE.
4. BOUNDARY & TOPOGRAPHIC SURVEY BY OTHERS
5. SUBJECT PROPERTY ZONED
6. ALL BUILDING DIMENSION TIES ARE TO THE FOUNDATION SLAB AND ARE
PERPENDICULAR TO THE PROPERTY LINE, SEE THE ARCHITECT'S FOUNDATION
PLAN FOR SLAB DIMENSIONS.
7. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND, AND ALL EXISTING
UTILITIES UNDER 12 kV SHALL BE RELOCATED UNDERGROUND.
LITTLE ROCK BOARD OF ADJUSTMENT
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE BOARD OF A JUS M NT
MINUTE RECORD DATED
. _, A
20 10 0 20 40
SCALr
Know what's below.
Cal before you dig.
OWNERSHIP OF DOCUMENTS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS
INCORPORATEO HEREIN, AS AN INSTRUMENT OF
PROFESSIONAL SERVICES, IS THE PROPERTY OF HALFF
ASSOCIATES, INC., AND IS NOT TO BE USED, IN
WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF HALFF ASSOCIATES, INC.
SAFETY NOTICE TO CONTRACTOR
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE SOLELY AND
COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB
SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL. APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS.
THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, OR NEAR THE
CONSTRUCTION SITE.
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS AND WE
ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF
THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND
ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE
DRAWINGS BY VERIFICATION OF THEIR LOCATION IN THE
FIELD PRIOR TO THE INITIATION OF THE ACTUAL PORTION
OF THEIR WORK.
LLJ
m
�/�
��U//
U)
L L..
LLJQ)
Z
J
C)
/W
`�`o,
a
0
rn
0
J
v
c
w
N
LLN
N
LLW
z co
ZQQ
U Yo
m
Q QN
z
Vo
m
1LL��0
O~JIWn
-J
o�F-
(AJH
Project NO.: 037162,001
Issued: 09/15/19
Drawn By:
Checked By:
Scale: 1 "=20'
Sheet Title
DIMENSIONING PLAN
Sheet Number
ii _S I63