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JAMES A. •4
CUMM _
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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
CULVERT 015
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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
91 0o W
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FIRE HYDRANT m o 'a Z I
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W 'Irv�� �\ ►� VALVE
4 —G.4" GAS MAIN <2 Z a W
6 ITS, I n
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„� �� �1 - �`�-��` -�; - — UNDERGROUND TELEPHONE = w o
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UN
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CENTER LINE o
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G _ j L- 10' ���"�3�` �1 -.jam, L� --,' .� -a � -- GROUND PROFILE r
���- —� T IrUr��-•r�-�1�1J�lJT� ��� �_ �T,1 «�!-it _�L �I of FINISH GRADE IN PROFILE
L 11L.11T,�1J `.1.'_ .1 Ir,� g� UTILITY LINE IN PROFILE a a a
L aIT?P.T:� � _ I "I ��1� a�A �w. � �� '� '±T �r L� �J --__ UTILITIES THIS CONTRACT SHOWNAF
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r r I 1• �- .i •, -..�. i ON OTHER SHEETS.
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�� ( F PROPERTY PIN
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SMALL TREES
A STRE SIGN
r W T1 `/ 1 SIDEWALK ,--�
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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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• PROJECT O
SITE 1,4
CON OR
SHEET N0.
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0' S0' 100' STA. 4+60 INSTALL STA. 4+51 BUILD CURB `ON?A:�'ll",l
96 L.F. 24" RCP INLET OVER CROSS CULVERT. 59.90 MATCH JAME
CLASS 4. (INCLUDES T.C. = 59.28 BUILD 4.2 FEXISTING �M +
SCALE F.E.T.S. LT. a RT) S.Y. CONC. INLET APRON. SIDEWALK �311 Eso
13 19'
,OA-/t/--W,AY%J/XJP W10 TH
THROA T
`(/ ( J STA. 4+39 fti CULV � a z
\SID-- YA/IO S' OUTSIDE R/W 20' 60 U Q o
P.I. STA. 6+06.61 (CENTERLINE) f Z Z z
�<) TY/-21CAL A 5B 11LTO,e/i1EW.4YZ0C47101V �l� STA. 1+30 MONUMENT BOX i 1 (n 0 N
O 13'50'54"
Op �� B L O C K 2 R = 300.00' I Z z a
j �0' t�\� T = 36.43' rn n 21 15 14 13 I -C 3
15 Cr GO J� STA. 6+42.69 MONUMENT BOX L = 72.51 �i 2� I W i o Y~ J
Lj C'T1 1`' `'O� `+ 16 o DRIVE 606 1d l m Z a
^�'OO 1 0 (P 17 rq' B , ' Iq' 19's .4 I o' m V) to
j `X 18 = zq, 22 21 20 19
gp'
z 24 N v ---- -3 - - --- 2 -- g TRANSITION OU Y
_ ��P'��P' 9 4 -L- YL TOP SIDEWALK
0 o I TO MATCH TOP
O I I r �' JY - 1 _� �_- i =r--- NEW PAVEMENT a Z c9 z
_ CONCORD a 3 19
16 (n I �� i9'13 �3i9" ri r9 i3 rq' 1. ,3'Iq' 1 I I I r1 co I t.i Z
J zf
I- Y w o I I 7 I fi~ l 2 I Q w >
2' 14 11 rq.5 l7' Il' I?' l9 Q > ''I W N
- ------- L 2 11- } E} 101 9 1�ice- _-{t - 1 �t co 6220 0 3 LLJ W O
O U I - J L _1-1---- - 1 ----
F- _ T - --__ 1_ _ _-__ _�I-- _ u� m 1 11 12 I 1 0 o a 'z
_ Q-----.-.-i- /� i9.5' �2 13 It.5 �3 r9' 13' r8' r3' I�' r2'Is.$ l3' Iq' l2' r9' 9 Q i _1 Q(� J
f STA. 3+83.28 Gab S.F. w z Q
_1 17 w J R15.0000 r \r to CONCRETE SIDEWALK W w U.W
3 - P 1 N MONUMENT BOX I = z
m
1 2 3 4 5 6 7 B f tO a P.I. STA. 4+19.71 (CENTERLINE) 1 2 a Y
0= 13'50'54" I ¢Oa
I
r B L O C K 3 O �O R = 3 6.43' al C� u u u SEE PLAN SHEET 3 1 h1 T = 36.43' Q N N N
STA. 4+90 BUILD CURB h^ L = 72.51' z w
INLET OVER CROSS CULVERT. I I+ z o 0 0
I 2
-1 T.C. = 59.37 BUILD 4.2 STA. 5+03 �i CULV. I I „I
S.Y. CONC. INLET APRON. 5 OUTSIDE R7W I w'
57.20
WESTFIELD PARK
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STRIPPING MATERIAL
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STRIPPING MATERIAL 64.90
NOTE ADJUST ALL MANHOLE RIMS 8 TOP SIDEWALK
NOTE WEST EDGE SIDEWALK
VALVE BOXES TO GRADE I' FROM FL,
r > >
m m m
1064.5 L.F. NEW CURB & CUTTER
65 100 V.C. 65 IfJ
FINI GRADE P.I. ELEV. 59.40 50'
- - + •3757 TOP OF CURB *�
_+ 0.5547 0. 80% 4960 W
4960 - _ _
100 V.C. 100 V.C. � 7r
P.I. ELEV. 63.90 P.I. ELEV. 61.15
55 O
55
EXISTING GR UND J
F m (3.
0
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4950 U a a a a a a [Is
o a4950N WN� I HT URB In0 a o In o0 ` ro Io m o o- � 1-40 J v1 M rA CoOJ n ,01
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N J /�1 �1
+ � + fin + � + m + n + o + °n + � +°n + v°i + � Vl
1064.5 L.F. NEW CURB & UTTER A a
0.5007 Q
65 - - - 65Cn
-+ 1 009 FINIS GRADE 100 V.C. W
TOP F CURB (� N
P.I. ELEV. 59.47 p_725%
4960 + .615% 4960 IWr cot
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100 V.C, 100 V.C. H Q
P.I. ELEV. 64.20 P.I. EL . 61.2D _ / U
55
55 EXISTIN GROUND
U
LEFT C RB
d M° n a o 4950
4950 a a a a n a
In w RICO
N 7 O O 00 O 0 O � O O o N II r"9 N 000 R C0 D D I
1nIN U) n o m rn r rn Cl o rn 1V °o J Oj o -7 SHEET N0
.� + + + + to + is + In + ron Lr +IT + N + m `J1
3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 0 SHEETS -
pNTgti�''n
NOTE: SEE CURB ALIGNMENT �nM
1 DETAIL THIS SHEET.
60
¢ cr SIGN (NO PARKING ON PAVEMENT) 4�i�EEq`g�PNO-
14 �� I R8-1 24"x30" "''uwuaoo
---------- -
C�+ m EXISTING GROUNDUa a
------------ I ��OO �� 2' m -� 0— Z_'._'�_ — z
I z24 0+80 JraREMOVE 24 L.F.40o J
wJ
60 HEADER
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CURB RADIUS 136
3
v)N
14 v P.C. = Z :j
W ANGLE POINT O a
TYPICAL DITCH SECTION Y
Y 16 > G O W 20.99' �v
Fr
NO SCALE
-1 I rp U U Z
23.01' g a Q Z F
12- -_-__-- r7 L I o o W
Ld
O O -� ANGLE POINT TO P.C. 3 W > W N
0' 50' 100, (n - -►� ---�---- z O m
I - J-------- y 15 w n 24 w a Z
♦ a o a
SCALE m 1 o � C1 Y Q
J
It
Z a W
1 LLJ R 12" 60 w W z
_ F
w i t I SIGN (DEAD ND) L1J O N O a
Q Y
W14-1 24" 30" 9 w 0
16 w -� SLOPE 1/4" PER FOOT O N
m m
STA. 53 END CURB h TO STREET
V) 30' 30'
18 GUTTERR,, m 3 L.F. w N w w w
w
3 Z o o a
68.23 68.20 I N
c �i; Tc rRANSIrION DITCH CURB ALIGNMENT DETAIL
INTO GUTTER LINE
L COMPACTED GRAVEL BASE
STRIPPING MATERIAL �69.501 R NO SCALE 4" MIN. THICKNESS
NOTE ADJUST ALL MANHOLE RIMS a I� TYPICAL SIDEWALK SECTION 0
VALVE BOXES TO GRADE. �\ //// No SCALE
69 20 35 ^ \—GRAVEL CUL—DE—SAC
TYPE III BARRICADE - 10' WIDEt=5 f
m m m
EXISTING GROUND
TRANSITION ON
65 _ . 8" CRUSHED BASE 50 LY4 NORTH INTO GUTTER
ILD
NEW GRADE
�l ZCOURSE
TOP OF URB �� vC 3:1 Z
4960 a
Z IGHTiN CUR
NOTE: CHECK PLAN FOR SPOT GRADES. m
-w COMPACTED SUBGRADE00
~
Ni
Ni o O IJ]
+ � + L
CUL—DE—SAC DETAI �!!
� NO SCALE ►..1
4950 38 L.F. NEW CURB & UTTER t•4
60,-0" `Z
37'-0" 11'-6"
+/, Oy NEW GRADE 2'-0„
TO OF CURB 0,-9. 2-� TOP SOFGCURB
a 'z
RADE
65 - /.
1/4" PER FT. 1/4" PER
4960 N
C p - 6" CROWN - BROKEN a W Q� O
in r C U F NEW CONCRETE CURB & GUTTER I ® CENTER LINE (wry a (]a
a
U Q
55 z � 3" ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS) O
h BITUMINOUS PRIME COAT 3" CRUSHED BASE GRAVEL COURSE 1" SIZE
h 17" SELECT UNCRUSHED GRAVEL COURSE - 3" TOP SIZE ;i
t0 N 1 of O
4950 + lo ^k� + to F -`
144 .F. NEW 198 5 L.F. N
U
CURB & GUTTER CURI[I & GUTr R
TYPICAL PAVEMENT SECTION
NO SCALE WORD DRAWINGS 3 SHEET N0.
5 4 3 2 1 SHEETS 3