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GRAPHIC SCALE IN FEET
LEGEND
EXISTING PROPOSED
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GENERAL NOTES
MATCH EXISTING GRADE
STORM DOUBLE CURB INLET
CONCRETE END SECTION
STORM MANHOLE
STORM CLEANOUT
SANITARY MANHOLE
SANITARY CLEANOUT
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER -
SANITARY SEWER
WATER LINE
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER PIT
WATER VALVE
GAS
GAS METER
GAS UTILITY MARKER
UNDERGROUND ELECTRIC
ELECTRIC UTILITY MARKER
TRANSFORMER
UNDERGROUND TELEPHONE
TELEPHONE PEDESTAL
PULLBOX
LIGHT POLE
DISABLED PARKING SIGN
SIGN
DITCH
TREE
EMERGENCY STORMWATER
FLOW DIRECTION
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1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND
CORRECT.
2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
AS NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING
PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED
WITH A TACK COAT MATERIAL.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE
EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO
MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY
COMPANIES SO NOT TO CAUSE DAMAGE.
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7, ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED,
8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
9. THIS PLAN DOES NOT DEPICT AN EARTHWORK BALANCE. IT IS THE
CONTRACTORS RESPONSIBILITY TO IMPORT OR EXPORT FILL AS
REQUIRED IN ORDER TO COMPLETE THE PROJECT,
TEMPORARY BENCHMARK
I" REBAR WITH A YELLOW CAP HAVING AN ELEVATION OF 888.63'.
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PRQPOSE
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oc QD 7', 89.9
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T.C. 888.75 8 9.0 90 90 889.
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80 3 T
I 4 4 , � �� t• � � w 90.2
889.90 I
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J
_7 -_ --890,-L - - - -\ �X
ag l J - I `
I
"HOLEY MOLEY"
® --
DON T
DIG
BLIND
1-800-382-5544
CALL TOLL FREE
/ Nk
NORTH
0 30 60 90
GRAPHIC SCALE IN FEET
LEGEND
EXISTING PROPOSED
;149 _ CONTOUR LINE �"" -74.9_�
^y� "6 SPOT ELEVATION 75 • OR 752.50
x
❑•
X
LE XJ
iE0
- - -- SD - - - -
-
--- SAN - - - -
----WTR - - - -
- - -- UE - - --
- - -- UT - - --
P1wB
L
m
GENERAL NOTES
MATCH EXISTING GRADE
STORM DOUBLE CURB INLET
CONCRETE END SECTION
STORM MANHOLE
STORM CLEANOUT
SANITARY MANHOLE
SANITARY CLEANOUT
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER -
SANITARY SEWER
WATER LINE
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER PIT
WATER VALVE
GAS
GAS METER
GAS UTILITY MARKER
UNDERGROUND ELECTRIC
ELECTRIC UTILITY MARKER
TRANSFORMER
UNDERGROUND TELEPHONE
TELEPHONE PEDESTAL
PULLBOX
LIGHT POLE
DISABLED PARKING SIGN
SIGN
DITCH
TREE
EMERGENCY STORMWATER
FLOW DIRECTION
M.E.G.
1w
•
O
•
O
El
100
0
0
HE -
0
i J -f
T
T
y
1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND
CORRECT.
2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
AS NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING
PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED
WITH A TACK COAT MATERIAL.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE
EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO
MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY
COMPANIES SO NOT TO CAUSE DAMAGE.
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7, ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED,
8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
9. THIS PLAN DOES NOT DEPICT AN EARTHWORK BALANCE. IT IS THE
CONTRACTORS RESPONSIBILITY TO IMPORT OR EXPORT FILL AS
REQUIRED IN ORDER TO COMPLETE THE PROJECT,
TEMPORARY BENCHMARK
I" REBAR WITH A YELLOW CAP HAVING AN ELEVATION OF 888.63'.
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