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GENERAL NOTES LEGEND zz
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G b t 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WI¢ Z U)J
IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING ASPHALTIC PAVEMENT a o m 0 a
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THE EXACT LOCATION OF ALL EXISTING UTILITIES CONCRETE CURB N N
BEFORE BEGINNING EXCAVATION. _ p a
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2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR
�' GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL —� MANHOLE ZUa
TI�•-� BE REMOVED OR RELOCATED BY OTHERS. S B SANITARY SEWER Q- w
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L aIT?P.T:� � _ I "I ��1� a�A �w. � �� '� '±T �r L� �J --__ UTILITIES THIS CONTRACT SHOWNAF
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SMALL TREES
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0 MONUMENT BOX
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BENCHMARK: FIRE HYDRANT AT NORTHEAST CORNER OF 0
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�I AVE.
GRAF ST. AND SOUTH 3RD 1
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5 ✓� ELEVATION: 4952.40 �`��;
A/, . TOP F1-/AJGE BOLT, STF/MPEo A
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STREET SIGN ' �z l LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 0 3 0( W W o
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LOT 3 �+ y— ----��-- -W ----y -- --W-- -- --- W------- -- --W-I -- -- --r-W-- — ----r' ---t— —f — ----E�w w OF NEW SIDEWALK I I Z �z
—�—�—� —I —�— r TO MATCH TOP OF W Z
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LOT 4 I I z STOP SIGN �. 0 N w w w
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¢ MONUMENT BOX N
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I I o m Z 68.80 I I I
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�ofO wow to NOTE: ADJUST ALL MANHOLE RIMS &
qQ o IQ-�? VALVE BOXES TO GRADE.
(N—li C7H f�Om
1086 .F. NEW CURB & GUTTER
75 75 W
P.. EL 6 .43 5
50'
4970 a Q
4970 �
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1086 L.F. NEW CUR & GUTTE W
4970 Gz, �
4970 100' V.C. �'
P.I. EL 64.79
65
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4960
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Z I ! I E FI LDSTON I N 1v `v SLOPE 1 4" PER FOOT �'S o- - ---- --�---- +-- �---- 1- 1 --� -0 l7
b TO STREET --------1--- +� -- -----1----- -I-- -- z aW
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1�4QxTx3'ETO PLATES
ODS S �— I O W O
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MIN, I I I Q W ���-�� i 0V)
COMPACTED GRAVEL BASE W< p I I ro
4" MIN. THICKNESS oL-w 4 * 1 it w ir
STREET SIGN DETAILS T
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NO SCALE TYPICAL SIDEWALK SECTION w0Zm I o000
NO SCALE pQ�L'Z I 1 N
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TRANSITION ON
B" CRUSHED BASE 5D' 3' NORTH INTO GUTTER NOTE: ADJUST ALL MANHOLE RIMS m m m
COURSE AND VALVE BOXES TO GRADE.
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NOTE: GRADE TO DRAIN mm 5' --
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� 4975
COMPACTED SUBGRADE > 4975 50' W
CUL—DE—SAC DETAIL EXISTING G OUND
NO SCALE 70 -1.009' 70
N ^ Q
N GRADE F4 Z
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4965 0 4965
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a 60'-0" + I I + --i
366 L.F. NEW CURB & GUTTER Q Z
37'-0" 11'-6" Q Q
2' 0" I 2'-0" FINISH GRADE _ U) LJJ
TOP OF CURB N W
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1/4" PER FT. 1/4" PER FT 3, Q
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N 4975 4975 W
�6CEROWN BROKEN 6 F.INE URB & G R CURB & G R
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NEW CONCRETE CURB & GUTTER I 70 —_ _ T P OFACU B 70
3" ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS) � EAST C RB� EXISTING
-
BITUMINOUS P'7A 3" CRUSHED BASE GRAVEL COURSE 1" MINUS II rn N XISTING G OUND
INSTALL AMOCO 2002 17" SELECT UNCRUSHED GRAVEL COURSE - 3" MINUS ti o 0
TO BE PLACED DIRECTLY ON SUBGRADE 4965 0~ ^ _ n 4965
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II p II
00 [� N 4 V N O
°+° a + + °i N SHEET NO.
TYPICAL PAVEMENT SECTION +� + +� 3
NO SCALE 4 3 2 1 0 3
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