HomeMy WebLinkAbout5821-1r r i
IMPROVEMENT PLAN'S
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• i, UNDERGROUND INSTALLED, iAND APPROVED f iPAVING
OF
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOIR TO
31. PAVEMENT STRUCTURAL SEC11ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TAKEN AFTER COMPLETION OF
ROUGH GRADING.
32. ACTUAL THICKNESS
, PAVEMENT
y AND/OR BASE COURSEA . ! STRUCTURAL
MANHOLES,STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTHECHNICAL REPORT AND SUBMITTED TO
THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL CLEANOUT FRAMES, COVERSAND VALVEBOXES i TO
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLE11ONPAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, 1 OTHER TRAFFICCONTROL DEVICES TO THE SATISFACT10NOF
TRAFFIC ENGINEER.
35. CONTRACTOR RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS SIDEWALKS
AFFECTED BY THE CONSTRUCTIONA ` !
36. i DRAWINGS PROVIDED B! •, i TO THE ENGINEER OF RECORD,
! SHALL PROVIDE i'i DRAWINGS TO THE CITY ENGINEER.
FO COVTRACTORS.
THE EXISTENCE AND LOCATION OF ANY UNDERGROURD_
PIPES■ OR
STRUCTURES SHOWNON PLANS
ARE
OBTAINED BY `" SEARCH OF AVAILABLE RECORDS.
....!■i. ' is
EXCEPTTHE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
JTILITIES SHOWN ON PLANS.
ALL CONTRACTORS A1 SUBCONTRACTORS PERFORMING
WORK SHOWNON OR RELATED i THESE PLANS SHALL
.
CONDUCT OPERATIONS ! THAT ALL EMPLOYEES
COMPLYPROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL "OCCUPATIONAL SAFEIY AND
HEALTH` 1 OF DEPARTMENT OF `:i'
INDUSTRIALAND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
- ■
1 ! i` ORDERS
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
WAY FOR THE CONTRACTORS'AND SUBCONTRACTORS'
COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND H
REGULATIONS"OF THE U.S. DEPARTMENT OF LABOR OR
WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS'"CONSTRUCTION SAFETY ORDERS .
CONTRACTOR
iR AGREES
■' AT HE SHALL
SOLE AND COMPLETE RESPONSIBILITY FOR JOB
CONDITIONS DURING THE COURSE Or CONSTRUCTION OF
THIS PROJECT, INCLUDING OF ALL PERSONS i
CONTINUOUSLYPROPERTY�- THAT THIS
UIREMENT SHALL APPLY
AND 1 BE LIMITED TO NORMAL WORKING
HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY,
i OR ALLEGED,
IN CONNEC11ON WITH THE PERFORMANCEOF i- ON
PROJECT,
!i EXCEPTING FOR
ANY
LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF OWNER OR '
e
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INDEX
�
R/W 1 =100:
60'
36'
PROPOSED CFD----
LANDSCAPE EASEMENT
PROP. 5'
SIDEWALK
6
5' 7' 16' $
PROP. 6»
--CURB & GUTTER
T
8
*'sfP
& GUTTER
-ION AT ENCINITAS
(PROPOSED INTERIOR PUBLIC STREET)
NTS
88
m
Er
2;
,7-PROPOSED CFD
LANDSCAPE EASEMENT
E
PROP.
SIDEWALK
12' 64
12'
S.5329 32,
5.5' 6,5'
EX, 6" EX. 6"
CURB & GUTTER CURB & GUTTER
2%
2�
EX. 5
SIDEWALK
�. �., .
\ '„ ` t� ..rf �,,� ,
EX. 5
SIDEWALK
.TYOFw'o
t`i` E C"T 10 N AT MAER"TILL
AlVj E N U E
(EXISTING PUBLIC STREET)
NTS
CONSTRUCTION NOTES
"TY
1
CONSTRUCT 6" CURB AND GUTTER PER STD. 1000.
647 L.F.
2
CONSTRUCT 4" THICK ASPHALT CONCRETE OVER "
95% COMPACTED AGGREGATE BASE.
15,070 SF
3
CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER STD. 1006.
3,567 SF
�4
CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. 1002
WIDTH W = SEE PLAN.
2,420 SF
5
0
REMOVE AND DISPOSE EX. FENCE.
56 LF
6
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP
PER STD. 1003.
2 EA
7
CONSTRUCT CROSS GUTTER PER STD. 403.
1,066 SF
g
SAWCUT, REMOVE AND REPLACE EX. AC PAVEMENT
SEE OVERLAY JOINT DETAIL HEREON,
550 SF
9
Q
CONSTRUCT UNDER SIDEWALK DRAIN PER STD, 3001 TWO -SIZE 2 .
� )
4 EA
10
INSTALL LANDSCAPING PER SEPARATE PLANS®
1 LOT
G
DEMOLISH AND DISPOSE EX. CURB.
106 LF
012
DEMOLISH AND DISPOSE EX. SIDEWALK.
530 SF
13
REMOVE AND RELOCATE EX. SIGNAGE.
1 E
14
REMOVE AND DISPOSE EX. METER.
2 EA
15
CONSTRUCT DRAINAGE STRUCTURE (CURB OPENING= 21).
PER STD. 3000. EXTEND DRAINAGE STRUCTURE TO BASIN.
27 LF
16
CONSTRUCT CURB OPENING CATCH BASIN PER STD. 3004
2 EA
17
CONSTRUCT LOCAL DEPRESSION PER STD. 3003 (W=35).
2 EA
QJ8
DEMOLISH AND DISPOSE EX. DWY APPROACH.
AND REPLACE WITH CONC. SIDEWALK .PER STD>1006
200 SF
19
CONSTRUCT S" CURB AND GUTTER PER STD. 100.
27 L.F.
r
1
s
13plilklil
IrltoRt011
SHEET INDEX*
SHEET 1: TITLE SHEET
SHEET 2: STliEET PLAN ! f
66
ANASTASIA
AVENUE
NJ
WPRUCT
SILE
Z
MERRiLL
STREET
RANDALL
AVENUWE
w
CL
SAN BENARDINO
AVENUE
w
0
VALLEY
BOULEVARD
INTERSTATE 10
10
NTS
THOMAS
BROS. MAPS 2006 EDITION
COORDINATES PAGE 605 63
PARCEL MAP BOUNDARY LINE
DENOTES CENTERLINE
®
DENOTES EXISTING RIGHT OF WAY
DENOTES EXISTING LOT LINE
•• ®• ••
DENOTES FLOWLINE
; ,w __ --
DENOTES EXISTING WATER
- �%'� -- - -
DENOTES EXISTING SEWER
210 g ,0
DENOTES EXISTING GAS
-- --
DENOTES EXISTING CHAIN LINK FENCE
----- ---. =
DENOTES PROPOSED SITE WALL
EXISTING I. STAND PIPE
>
EXISTING POWER POLE
'
EXISTING HOSEBIB
D MB
EXISTING MAILBOX
-- -
SIGN
0
FOUND MONUMENT
_
EXISTING PAL
EXISTING TREE
EG
EXISTING GRADE
FG
FINISH GRADE
FL
FLOWLI N E
FF
FINISH FLOOR
HP
HIGHPOINT
TC
TOP OF CUR
UNO
UNLESS NOTED OTHERWISE
- - -- -CAH - - - - --
DENOTES EXISTING OVERHEAD POWERLINE
EXISTING CONTOUR
t
DENOTES RESTRICTED ACCESS
o
SEWERMANHOLE
ZX
FIRE HYDRANT
ON
EXIS11NG WATER VALVE
wm
EXISTING WATER METER
EXISTING GAS METER
010)V
GAS VALVE
SD
DENOTES PROPOSED STORM DRAIN LINE
S
DENOTES PROPOSED SEWER LINE
V►�----
DENOTES PROPOSED WATER LINE
- ---5-- -
DENOTES EXISTING SEWER LINE
DENOTES EXISTING WATER LiNE
ELUTRIC
SEWER
501 SOUTH MARENGOAVENUE
8353SIERRA AVENUE
• L
FONTANA, ` 92335
ALHAMBRA, CA 91802
909-350-6632
626-308-6313
A • ` i OLIVAS
, •:
FONTANA WATER COMPANY
COMPANYTHE GAS
91733
f
WEST LUGONIA AVENUE
626-448-6183
REDLANDS,. •
• •
909-335-7715
DENNIS WARE, PLANNER
CABLEATTN:
TIME WARNER TELECOM
AT&T!ELEPHONE
: EASTGUASTI ROAD
. ,
!
r' r
909-456-3652
III` 1 61 1
AND USES.
CAUTION:1
THE ENGI� "s ■ r ■ , r r ! ■
RESPONSIBLE F
i t !' OR LIABLE FOR, UNAUTHORIZED CHANGES
TO OR USES OF PLANS.