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HEMLOCK AVENUE STREET CONSTRUCTION NOTES
PER TR. NO.13926
ST. IMP. PLANS MUMS STREET LAVENDER STREET
< CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED
0 DWG. NO. 2080 (REV) SHEET 3 SHEET 3 NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
13
tl
17 31 PROP. 8"
2+98.11 23 22 23E
I CL DWY 16 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 104
TRACT BNDRY. IN
W= 161 WATER M, tl MODIFIED TO 8' AND 10' WIDE WHERE INDICATED ON PLAN,
d.EX. R/W
CROSSFALL A" CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
EX. R/W Tj
2+67.87 S W TRANSIT) N CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
5
zuP CL DWY-
24 PROP. 8" WATER MAIN
W-16 1,41 1 1 a,_ z CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
EXISTING
dE PER TR.NSI PROP. 8" SEWER MAIN 0 AS SHOWN, W = 16' UNLESS NOTED ON PLAN.
0 13926 (REV) 21 18 15 q 00
DWG. NO. 2080 l5i X 1. 'n
EX. 8" WATER �) x
f Ln C� 0 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
Ld
-2+17.44 2 + �2 z
STD. NOS. 109 & 130,
CL DWY + <1 z
PROP. 8" SEWER MAIN bi + (3 r-�
EX. 8" SEWER rW=16' I ` c6 n+tl I
'-0 WO EXIST. INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7).
PER TR. NO. 13926 1 C) 0 N
11 �; 0 -L�l (D R/W Cy)
DWG. NO. 2081 0 00 n
002 n INSTALL STREET NAME SIGN PER CITY STD. NO. 139
+0_.2�3 Ln Q� co 0
25 20
8 cc
C
+ (3 w 1- U% 10 INSTALL Rl STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CITY STD. PLAN NO. 139
END CONST. 6 + 0 �D 0 c� 19 14
L .r�r
E-. -'r,
0 +6 �-D aj
00 LO Lj EXIST.
Cd TR 0
10 + +6 SAW CUT EXISTING PAVEMENT.
PROP. 0 LIMITED USE AREA ST. Ll. O.ZOO
15 5 �4 Lj 4 Z LLJ 12 REMOVE EXISTING PAVEMENT
1' MIN. SAW CUT 9 R/W 4 PROP.
0
GL -Q0
(SEE DETAIL "A" UwVA R/W L 13� N
0 L 14
HEREON) Lo n13 REMOVE EXSTING CURB AND GUTTER
0. . . . . . . . . . .• N
STREET CL INTERSECTION 3 7 REMOVE EXISTING BARRICADE
R 1v Al'
15
REMOVE EXSTING SIDEWALK
EDELWEIS ST.
10+00.00 9WAT E
1361% W
1+55.00 HEMLOCK AVE,
7
EX.STA.PER TR.NO.13926 (REY
7 -Tl� . . . . .. .....
R
DWG. NO. 2080 j 1 7, - :, - -I --- I EXIST
P SC 2, R/W
MAIN c� Q),A Ld 0
7 � I I I w
lj 1! -7 0 F -
T7 F- (A Cr
U8 cr Z U)
00
L0 Z
EX.C&G PER ROP. --2bo@30mpkl 0 LJ + C) 0 F--
Uj -C) ft�
V) Z COI
DWG. NO. 2080 -REV-,"/ /W SIGHT DISTANCE Ln m 57 (D z V)
1� I z 0 0 L.Ll Z - D- <
co c W Ld + Uj c� m 5-<
0 O� L(-. LLJ
co c� V) 0 5 c6 I'- (D 0 �6 (0 F- �5 11 N
(0 �-(,o - (c) :1_7 w � 0 T0- 0 L11 b7z 0
1 10.00 q i
c
EVC: 6) 0 V) 1,- 0 1-- 0 r- 0- 0- C)
(c n +
3; 0-- 0 r - - - - -
0 0- Uj Lo 0 U,
m + + + + + LJ a)
T `d
0 Lj Lr. p
EXISTING S/W 0� (A 03� 3� 'IECORD DRAAAhF',d(
+ + 4- 1-11 + 11 + -111 -0 -0 + -1 0 L6 a- R
03: 03: + G (c) q F, @)
PER TR.NO.13926 (REV) 0- V)o w 0 0 00 +tl
0 No w co 1,60 Lr) THl-`,8J"r"',,
DWG. Na. 2080
cr C5 c� + CROSSFALL AND RAfff'O'N BASIS O�F INFO RMATl DN
CL
CO 06 06 000 06 (6) +0
0 66 I�D CK
[-- n 1-1 S TRANSITION F�,IURNRM �[,:k) BY ()THERS, THE E-111,!GxINEER,
lwc,6 00 V) it r OP3 ANY ERRORS OR OrMSSIONS I�AIIIHKIIH
'i 0
w �,,MVE BEEN WCORPORATED INTO THE DO0UN4`,,NTS AS
U-1
ctf + 0
A
c
1 3 4 5 6 7 8 9 10 1 1 12 1 28
m"I
- --------- -
TOLL FREE 1-800--227--2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
1;7 W) DRV
THE BOF N 00'2'" E
CITY OF FONTANA BENCH MARK # THE CLEARING OF BEECH AVE? AS40SHOWNALONG ON
-39.40'
PRIOR TO CONSTRUCTION
pp
89'4-2'19"
25.00'
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
24.87'
ADD 1300 TO ALL ELEVATIONS SHOWN
OF THE COUNTY RECORDER OF S.B.C.,
AND BASELINE AVE. WAS USED AS THE BASIS OF BEARING FOR
1376.03
25.00'
39.27'
ELEVATION: THIS MAP.
D
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepored Under The Supervision Of
39.27'
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
RED CE O
-?,2\\AOMAESS/& - MPREPAIN THE OFFIF
ADOLE AND ASSOCIATES, INC.
09*55'40"
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
No. 62183 10601 CHURCH STREET, STE. 107
24.32'
--6R-A
WN BY:
C. C.
1J8"39'1.1"
X RANCHO CUCAMONGA, CA 91730
-97.67'
DESIGNED BY:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp: 9-30-05 PHONE (909) 948-1311
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
cjv�\-
0 FP' C AlL Date
C.C.
CHECKED BY:
NOTE:
-B-ASIS
BENCHMARK-: #360 OF BEWi-NGS.-
*CONTRACTOR TO VERIFY JOIN ELEVS.
THE BOF N 00'2'" E
CITY OF FONTANA BENCH MARK # THE CLEARING OF BEECH AVE? AS40SHOWNALONG ON
-39.40'
PRIOR TO CONSTRUCTION
360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED216, PC.
89'4-2'19"
25.00'
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
24.87'
ADD 1300 TO ALL ELEVATIONS SHOWN
OF THE COUNTY RECORDER OF S.B.C.,
AND BASELINE AVE. WAS USED AS THE BASIS OF BEARING FOR
1376.03
25.00'
39.27'
ELEVATION: THIS MAP.
D
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Prepored Under The Supervision Of
39.27'
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
RED CE O
-?,2\\AOMAESS/& - MPREPAIN THE OFFIF
ADOLE AND ASSOCIATES, INC.
09*55'40"
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
No. 62183 10601 CHURCH STREET, STE. 107
24.32'
--6R-A
WN BY:
C. C.
1J8"39'1.1"
X RANCHO CUCAMONGA, CA 91730
-97.67'
DESIGNED BY:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp: 9-30-05 PHONE (909) 948-1311
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
cjv�\-
0 FP' C AlL Date
C.C.
CHECKED BY:
STANDARDS IN EFFECT.
- RCE 62-1-83 EXP. 9-30-05
I
7.57'
3.79'
88*26'17"
I
90' T5'-41 ;-
25,00'
-39.40'
25.13'
-A
89'4-2'19"
25.00'
39.14'
24.87'
C
90'00'00"
25.00'
39.27'
25.00'
D
90'00'00"
25.00'
39.27'
25.00'
E
09*55'40"
280.00'
48.52'
24.32'
F
1J8"39'1.1"
300,00'
-97.67'
49,27'
G
20*05'57"
320.00'
112.25'
56.71'
H
1'26'46"
300.00'
7.57'
3.79'
88*26'17"
25.00'
38.59'
24,33'
95'35'42"
25.00'
41.71'
27.57'
5-34'50"
320.00'
31.17'
15.60'
13°10'20"
300-00'
68.97'
34.64'
13'10'20"
280.00'
64.37'
32.33'
0*37'45"
520.00'
5.71 '
0
0'21'49"
500.00'
---
3.17'
--2,85'
1.59'
P
0'04'33"
480.00'
--0.64'
0,32'
I