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LEGEND
EXISTING
SIGN
EIP
EXISTING
IRON PIN
x�
EXISTING
LIGHT POLE
(<�
EXISTING
UTILITY POLE
R/W
RIGHT-OF-WAY
HC ACCESSIBLE SPACE
EXISTING TREE TO REMAIN
EXISTING FIRE HYDRANT
®W EXISTING WATER VALVE
®WM
EXISTING WATER METER
(
EXISTING SEWER MANHOLE
(D)
EXISTING STORM MANHOLE
MH I
•
PROPOSED STORM MANHOLE
FES I
PROPOSED FLARED END SECTION
El
EXISTING DRAINAGE STRUCTURE
0 DI I
PROPOSED DRAINAGE STRUCTURE
+XXX.X
\
EXISTING SPOT ELEVATION
XXX.XX
PROPOSED SPOT ELEVATION
a O
EXISTING CLEANOUT
,Ds
EXISTING DOWNSPOUT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPERTY LINE
-x-x-X- EXISTING FENCE
UGE EXISTING UNDERGROUND ELECTRIC LINE
OH/U
T
FJ
-SS
EXISTING OVERHEAD UTILITY LINE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING FIBER OPTIC LINE
EXISTING SANITARY SEWER LINE
W EXISTING WATER LINE
G EXISTING GAS LINE
- - XXX - - EXISTING CONTOUR LINE
XXX PROPOSED CONTOUR LINE
TEMPORARY TREE PROTECTION BARRICADE
- EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
- RD PROPOSED ROOF DRAIN PIPE
,`� EXISTING TREE LINE
&cv EXISTING GAS VALVE
®GM EXISTING GAS METER
GRADING AND DRAINAGE NOTES
1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FILL CONDITION.
2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO ACHIEVE THE DESIGN GRADE,
INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
3. ROOF LEADERS SHALL BE SCH 40 PVC. MINIMUM COVER SHALL BE 18". MINIMUM SLOPE SHALL BE 1 %. PROVIDE CLEANOUTS AT ALL CONNECTIONS
WITH BUILDING DRAIN AND WHERE INDICATED. REFER TO ARCHITECTURAL DWGS. FOR THE EXACT LOCATION OF ROOF DRAINS AT THE BUILDING.
4. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND LANDSCAPE AREAS.
5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE.
CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
8. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING
ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
COMPLETED UNDER THIS CONTRACT.
9. PROPOSED SPOT ELEVATIONS SHOWN REFER TO BOTTOM OF CURB UNLESS OTHERWISE NOTED ON PLAN.
10. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE
CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
11. CROSS SLOPE OF SIDEWALKS SHALL BE 2% (MAX).
12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
13. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY
ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION
BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
14. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED
WITH GRASS ONLY IN DISTURBED/GRADED AREAS.
15. BRUSH, VINES AND SMALL TREES (<8 IN. DIA., OR AS SMALL AS 2 IN. CALIPER) MAY BE HAND CLEARED ONLY CUT FLUSH WITH GROUND SURFACE.
EXISTING TREES MAY BE LIMBED UP 6 FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
16. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP TO MINIMIZE EXPOSURE TO THE AIR.
17. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION TO THE DOWNSPOUTS INSTALLED BY THE ROOFING CONTRACTOR BETWEEN THE SITE
ROOF DRAIN PIPE A SHALL BE MADE BY THE SITE GRADING CONTRACTOR.
18. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
19. IN ORDER TO ENSURE ADEQUATE DRAINAGE, FLOW LINES IN GUTTERS SHALL BE 0.50% MINIMUM.
NORTH
40 0 20 40 80
SCALE: 1 "=40'
Z.
PROJECT NUMBER 1710
SHEET TITLE
GRADING & DRAINAGE
PLAN
SHEET NUMBER
C303
Know what's beIow.
Call before you dig