HomeMy WebLinkAboutZ-7270 Map 6270.12
NOTE: SEE ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF PORCHES,
RAMPS, VESTIBULE, BUILDING UTILITY
ENTRANCE LOCATIONS, AND PRECISE
BUILDING DIMENSIONS.
NOTE:
ONSITE AREA PROPOSED APPROXIMATELY
mw ACRES. (69,619.18 SR FT.)
N
0 20' 30' 40
SCALE IN FEET
PROPOSED
BOUNDARY LINE
- - - - - - - GRADE BREAK
XXX— CONTOUR ELEVATIONS
xXX>OC SPOT ELEVATIONS:
TC = TOP OF CURB
G = GUTTER
SW = SIDEWALK
zENERAL GRADING NOTES
PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE
CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS
AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS
PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN
THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS.
CONTRACTOR HAS THE OPTION TO BID THE FOLLOWING MATERIAL FOR THE
STORM SEWER SYSTEM EXCEPT WHERE OTHERWISE NOTED: CPP
AS INDICATED ON THIS PLAN WHERE THE WORD PIPE 1.5 USED, ALL
PIPES SHALL HAVE A MAXIMUM ROUGHNESS COEFFICIENT ON") OF 0-012
AND SHALL MEET OR EXCEED THE PIPE MANUFACTURERS REQUIREMENTS FOR
MINIMUM AND MAXIMUM COVER CONTRACTOR SHALL REFER TO THE
SITEWCRK SPECIFICATION SECTION FOR STORM SEWER SYSTEMS FOR
ACCEPTABLE TYPE AND MATERIAL.
ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL ISE GRADED
SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE
TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL
PROVIDE TOPSOIL, APPROVED BY THE OWNER AS NEEDED. THE AREA
SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND
MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL
AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL
ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
LEAST 46 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES.
] GRADING DETAILS
— SF — 84A TEMPORARY SILT FENCE
000 &5A TEMPORARY STONE CONSTRUCTION ENTRANCE
�) GRADING NOTES
ISD MATCH EXISTING PAVEMENT ELEVATIONS
13A CONTRACTOR SHALL RELOCATE BENCHMARKS PRIOR
TO REMOVAL OF EXISTING BENCHMARKS
GENERAL NOTES:
1, ALL DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY,
EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR
THE MOST ECONOMICAL AND PRACTICAL INSTALLATION.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
COMPANIES TO DETERMINE EXACT POINT OF SERVICE
CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING
ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY
SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING.
4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT
SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY
EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER
5, ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO ! "
BELOW TOP OF ALL WALKS AND CURBS. TOP SOIL TO BE
ADDED TO THE LEVEL OF THE WALKS OR CURBS.
SITE FLAN KEYNOTES
ITEM
NOTE
01
TRAFFIC FLOW ARROW (TYPICAL), REF: 60423
O
4' PAINTED STRIPES (TYPICAL), REF: SPECIFICATIONS,
SECTION 02500, SHEET SPI
Q
CURB RAMP (TYPICAL), REF: 6D4D5
®
TRASH ENCLOSURE, REF: SD3.01
Q5
RAILING, REF: 602.10
®
BOLLARD, REF: SD220
Q
GREASE TRAP PER L.R. WASTE WATER UTILITY DETAIL
®
4" SANITARY SEWER LINE
O9
2" UNDERGROUND GAS LINE
POWER POLE & GUY WIREAFI
1-1/4" UNDERGROUND WATER LINE
I1
UNDERGROUND ELECTRIC LINE
12
2" UNDERGROUND TELEPHONE LINE
3
4" PVC PIPE SLEEVE UNDER DRIVE FOR IRRIGATION
SYSTEM
t4
ORDER BOARD AND DETECTOR LOOP,
REF: SD201 AND 60221
t5
MENU / CANOPY POST (TYPICAL), REF: CA123
16
NOT USED
17
CONCRETE PAVING (SEE PAVING PLAN, SHEET C-5)
®
1" THICK, CONCRETE PAVING (SEE SHEET C-5)
19
NOT USED
®
"PICK UP ORDER HERE" SIGNAGE, REF: 502.17
21
RED PYLON TUBE, REF: CAi.OI
POLE MOUNTED FLOOD LIGHTS. REF: SD323 AND
FIXTURE SCHED. ON SHEET E2
TELEPHONE LINE
ASPHALT PAYING (SEE PAVING PLAN, SHEET C-5)
®
CON(. CURB a GUTTER (SEE PAVING PLAN, SHEET C-5)
f�5
CON(. WALKS AND PATIO REF: CIVIL DRAWINGS
®
TABLES SHALL BE MODEL 'ET3&NSQ (2 SEAT) OR
+ET4&N6Q (4SEAT) BY METAL FABRICATORS, INC.
TABLES SHALL BE SECURELY FASTENED TO CONCRETE
WITH ANCHOR BOLTS PER MANUFACTURERES SPECS.
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lug U�
NOT USED
®
NOT USED
LEGEND
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EXISTING
SIGN
5GHEDULE
ITEM
QTY. REFERENCE
SIGN TYPE
A
1 602,11
PYLON SIGN
B
I 802D4
ENTER SIGN
C
1 8D2D4
EXIT SIGN
D
i A2D1
SIGN ON BLDG.
SIGN
-O-
POWER POLE & GUY WIREAFI
P
FOUND IRON PIN
LEGEND
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EXISTING
61'
WATER METER
OGM
GAS METER
WATER VALVE
0
LIGHT POLE
®
SANITARY SEWER MANHOLE
G
SIGN
-O-
POWER POLE & GUY WIREAFI
P
FOUND IRON PIN
—
POWER LINE
Agip
SET IRON PIN
J
SANITARY SEWER LINE
258.29
SPOT ELEVATION
o
WATER LINE
---'CONTOUR
LABEL
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GAS LINE
ELECTRIC POST
TELEPHONE LINE
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LEGAL
DESCRIPTION
LOT 1, COOK — ALWORTH SUBDIVISION, CITY OF
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND
BEING SHOWN ON PLAT RECORDED IN PLAT BOOK
22, PAGE 96, AND SHOWN ON REPLAT IN PLAT
BOOK 24, PAGE 21, RECORDS OF PULASKI
COUNTY. ARKANSAS.
FLOOD STATEMENT
THIS PROPERTY NOT LOCATED IN THE 100 YEAR FLOOD
PLAIN PER FIRM PANEL #0501810007E DATED NOVEMBER 3, 1993
BENT—HMARK
BENCHMARK #1
SPINDLE
N 10000.0000
E 10000.0000
ELEV. 275.00
BENCHMARK #2
SPINDLE
N 10151.4400
E 10000.0000
ELEV. 273.50
SHEET
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1618PROJ
2-3-03