HomeMy WebLinkAboutELPC19-000017 - APPROVED STREET IMPROVEMENT PLANGENERAL NOTES FOR STREET
IMPROVEMENT PLANS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD
PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE
THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN
NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE
CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
RESOLUTION.
.3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE
START OF ANY WORK IN PUBLIC RIGHT-OF=WAY WITHIN THE CITY LIMITS. CALL (909)
350- 7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL BE OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS FOR GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF
CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE
POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE. IN THE FIELD,
THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOIR TO
WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE, ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE
APPROPRIATE WATER COMPANY FRO VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTORS SHALL BE
RESPONSIBLE FOR THE RESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR
BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR
LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED
25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT
THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD
DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION
OF THE SEWER.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
BENCHMARK: CITY OF FONTANA BENCHMARK NO. 28
ELEVATION = 1222.41 FT. BEING A MAG NAIL
IN TOP OF CURB LOCATED AT THE ECR AT
THE NE CORNER OF THE INTERSECTION OF
MERRILL AVENUE AND OLEANDER AVENUE.
BASIS OF BEARING
BASIS OF BEARINGS IS THE CENTERLINE OF
OLEANDER AVENUE WHICH BEARS NO-12-30W
PER RSB 72/97.
STREET IMPROVEMENT PLAN AT
N/E CORNER OF FONTANA AVENUE AND LEMON STREET
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING
OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOIR TO
PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS 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 OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
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 MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
Cor ner stone
Land ur veying Inc.
A.L. T. A.• Topograph i c • Boundary -Construct ion • Env i ronwnta I
9-073D KNOB PLACE
PERRIS, CA 9'?510
PH (1951) 26-0200 CL (1949) 2-M-7099
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING
WORK SHOWN ON OR RELATED TO THESE PLANS SHALL
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE "OCCUPATIONAL SAFEIY AND
HEALTH REGUTATIONS" OF THE U.S DEPARTMENT OF LABOR,
AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY
WAY FOR THE CONTRACTORS'AND SUBCONTRACTORS'
COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR
WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS "'CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT 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, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
NOTES:
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE
DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR REVIEW.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
SAFELY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL BE MADE TO APPLY CON11NOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
DESIGN PROFESSIONAL
TOLL FREE -qmmmmPp- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
phPERTY LINE (TYP)
APN 193-021-26
(N.A.P.)
12_.
7 11 � 6 I 5 � g 4 I.
i�
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3
vs .I APN 193-021-22 APN 193 021-09
r" Z (N.A.P.) (N.A.P:}
PROPERTY LINE (TYP)
{
INDEX MAP
1 =100'
W'LY E'LY
R/W 102' R/W
14' 72' 16'
1 5.5' 8.5' 36' 36, 9.5' 6' 1 0.5'
ARIES 20' TO 34' 13.5 TO PROP. 8" 1
" 10, 20.3' CURB & GUTTE
EXIST. 6
21% CURB & GUTTER 2' VARIES 1.7% MIN
` `~--- 3.5� MAX 2%
(WHERE OCCURS)
~-PROP. 6'
SIDEWALK
GRIND AND OVERLAY EXIST. EDGE OF
0.2' MIN. DEPTH SAWCUT PAVEMENT
LINE
T.I. = 10
FONTANA AVE
NTS
STA. 10+03.00 TO 15+78.00
UTILITY CONTACTS:
ELECTRIC
SEWER
SOUTHERN CALIFORNIA EDISON
CITY OF FONTANA
501 SOUTH MARENGO AVENUE
8353 SIERRA AVENUE
BLDG "E"
FONTANA, CA 92335
ALHAMBRA, CA 91802
909-350-6632
626-308-6313
ATTN: ORLANDO OLIVAS
WATER
FONTANA WATER COMPANY
GAS
11142 GARVEY AVENUE
THE GAS COMPANY
EL MONTE, CA 91733
1918 WEST LUGONIA AVENUE
626-448-6183
REDLANDS, CA 92374
ATTN: LUIS MONTENEGRO
909-335-7715
ATTN: DENNIS WARE, PLANNER
CABLE TELEVISION
TELEPHONE
TIME WARNER TELECOM
AT&T
3281 EAST GUASTI ROAD
510-645-2929
SUITE 350
ATTN: SUSAN BLACKBURN
ONTARIO, CA 91761
909-456-3652
UNAUTHORIZED CHANGES
AND USES:
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES
TO OR USES Of THESE PLANS.
ASSESSOR'S
PARCEL NUMBER:
0193-021-50, -51, -52, -53, -06, -07, & -08,
PREPARED FOR/
OWNER /SUBDIVIDER:
SECURED INCOME GROUP, INC.
ATTN: MR. MAX MCDERMOTT
17592 17TH STREET, SUITE 100
TUSTIN, CA. 92780
(714) 721-7788 OFFICE
(714) 368-0012 FAX
PROPERTY ADDRESS:
N/E CORNER OF FONTANA AVE AND LEMON ST.
ZONING:
SINGLE FAMILY RESIDENTIAL
SHEET INDEX:
SHEET 1: TITLE SHEET
SHEET 2: STREET PLAN AND PROFILE
SHEET 3: STREET SECTIONS
LEGEND AND ABBREVIATION
PARCEL MAP BOUNDARY LINE
DENOTES CENTERLINE
- - DENOTES EXISTING RIGHT OF WAY
DENOTES EXISTING LOT LINE
DENOTES FLOWLINE
DENOTES EXISTING WATER
12"S - DENOTES EXISTING SEWER
DENOTES EXISTING GAS
-- - DENOTES EXISTING CHAIN LINK FENCE
Room- -low- Am= DENOTES PROPOSED SITE WALL
DENOTES EXISTING SEWER LINE
DENOTES EXISTING WATER LINE
- - -! - - -
DENOTES EXISTING OVERHEAD
POWERLINE
EXISTING CONTOUR
EXISTING IRR. STAND PIPE
_
EXISTING POWER POLE
r'
EXISTING HOSEBIB
Fi'
EXISTING MAILBOX
SIGN
c
FOUND MONUMENT
EXISTING PALM
'J
3
EXISTING TREE
EG
EXISTING GRADE
FG
FINISH GRADE
FL
FLOWLINE
FF
FINISH FLOOR
HP
HIGHPOINT
TC
TOP OF CURB
LINO
UNLESS NOTED OTHERWISE
SEWER MANHOLE
FIRE HYDRANT
EXISTING WATER VALVE
� m
EXISTING WATER METER
EXISTING GAS METER
OGV
GAS VALVE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION ENGR. DATE CITY DATE STANDARDS IN EFFECT.
No.
* Exp.
CIVIL
66
FOOTHILL
BOULEVARD
ARROW
BOULEVARD
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MERRILL
STREET
PROJECT SITE
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BOULEVARD
10
SAN BERNARDINO FREEWAY
VICINITY MAP
NTS
DENOTES RESTRICTED ACCESS
SD DENOTES PROPOSED STORM DRAIN LINE
S DENOTES PROPOSED SEWER LINE
DENOTES PROPOSED WATER LINE
CONSTRUCTION NOTES
QTY.
Oi
CONSTRUCT 6.5" THICK ASPHALT CONCRETE MIN. OVER 12"
MIN. OF 95% COMPACTED NATIVE SUBGRADE.
19,792 SF
O2
CONSTRUCT 8" CURB AND GUTTER PER STD. 1000.
367 L.F.
O3
CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER STD. 1006.
1,897 SF
O4
CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. 1002
AND PER DETAIL HEREON. WIDTH W =SEE PLAN.
850 SF
O5
SAWCUT 2', REMOVE AND REPLACE EX. AC PAVEMENT
PAVEMENT THICKNESS TO MATCH EXISTING.
1,295 SF
O
INSTALL FIRE HYDRANT PER SEPARATE PLANS.
1 EA
O7
CONSTRUCT RESIDENTIAL CURB DRAIN PER STD. 3002.
3 EA
Og
REMOVE AND DISPOSE EX. FENCE.
252 LF
Og
RELOCATE EX. POLE. SEE PLAN FOR RELOCATED POLE
LOCATION.
2 EA
�p
SALVAGE ST. LIGHT FIXTURE. SEE PLAN FOR RELOCATED
ST. LIGHT LOCATION.
2 EA
11
REMOVE AND DISPOSE EXISTING TREE.
2 EA
12
PROPOSED LED STREET LIGHT (90 W)
SCE PART N0. 10205811, PER STD. PLAN N0. 404 (CASE 1).
1 EA
13
DEMOLISH, REMOVE AND DISPOSE EX. AC DIKE.
20 LF
14
JOIN EX. CURB AND GUTTER AND SIDEWALK.
SEE CITY DRAWING NO.'S 4104 & 5477 FOR REFERENCE.
SEE PLAN DETAIL T HEREON.
1 LS
15
INSTALL THERMOPLASTIC 12" WHITE LINE (LIMIT LINE)
PER CALTRANS PLAN A24F.
1 LS
16
PAINT EDGE LINE PER CALTRANS A20B DETAIL 276.
572 LF
17
REMOVE AND DISPOSE EX. PAVEMENT.
942 SF
18
GRIND AND OVERLAY 0.2' MIN. DEPTH
6,267 SF
19
INSTALL TEMPERORAY SIGNAGE "END OF WALK"
OR 6' SECTION BARRICADE PER STD. PLAN 4000.
1 EA
ELPC 19-0000-17
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY: GATS&M TITLE SHEET AS SHOWN
DESIGNED BY: GATS&M APN 0193-021-50,-51,-52,-53,-06, -07, & -08 DATE:
/N/PFONTANA AVENUEAND/LEMON STREET 2/06/2020
Date : 2-11-20 CHECKED BY: SCL AFPROVED/BY: � 6 1 9 �} DRAWING NO.: '�
STEF N C. LANTHIER RCE:59052 �fg-� i
CITY N IN R.C. E. 51152
�90$
Prepared Under The Supervision Of :
40 20 0 40 s0
SCALE IN FEET
I inch = 40 ft.
BENCHMARK: CITY OF FONTANA BENCHMARK NO. 28
ELEVATION = 1222.41 FT. BEING A MAG NAIL
IN TOP OF CURB LOCATED AT THE ECR AT
THE NE CORNER OF THE INTERSECTION OF
MERRILL AVENUE AND OLEANDER AVENUE.
BASIS OF BEARING:
BASIS OF BEARINGS IS THE CENTERLINE OF
OLEANDER AVENUE WHICH BEARS ND-12-30W
PER RSB 72/97.
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APN 193-021-22 00 + J +
(N.A.P.)
STREET & PUBLIC
UTILITY EASEMENT
PER INSTRUMENT NO.
2006- 598605 0. R.
DRAINAGE EASEMENT
PER INSTRUMENT NO.
2019- 0121641
Cornerstone
and Sur veyin Inc.
A.L.T.A.•Topographic• Boundary • Construction • Envirowntal
9-0730 I XOB PLACE
PERRIS, CAA 92570
PH (1951) 26-0200 CL (949) 2 (0- (mw
EXISTING 5'
SIDEWALK
EASEMENT
INSTRUMENT NO.
2019-0121641
TOLL FREE 'qqlmmmpw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
SIN
PROPOSED 26' WIDE EMERGENCY
VEHICLE ACCESS, PRIVATE ACCESS &
PUBLIC UTILITY EASEMENT
INSTRUMENT #2019-0121641
RECORDED 04-18-2019
LINE
LENGTH
BEARING
L1
367.23'
S 400296" W
O CONSTRUCT 6.5" THICK ASPHALT CONCRETE MIN. OVER 12"
MIN. OF 95% COMPACTED NATIVE SUBGRADE.
�J CONSTRUCT 8" CURB AND GUTTER PER STD. 1000.
Q CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER STD. 1006.
O CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. 1002
AND PER DETAIL HEREON. WIDTH W = SEE PLAN.
O SAWCUT 2', REMOVE AND REPLACE EX. AC PAVEMENT
PAVEMENT THICKNESS TO MATCH EXISTING.
INSTALL FIRE HYDRANT PER SEPARATE PLANS.
O7 CONSTRUCT RESIDENTIAL CURB DRAIN PER STD. 3002.
8
REMOVE AND DISPOSE EX. FENCE.
0 g RELOCATE EX. POLE. SEE PLAN FOR RELOCATED POLE
LOCATION.
10 SALVAGE ST. LIGHT FIXTURE. SEE PLAN FOR RELOCATED
ST. LIGHT LOCATION.
11 REMOVE AND DISPOSE EXISTING TREE.
12 PROPOSED LED STREET LIGHT (90 W)
SCE PART NO. 10205811, PER ' STD. PLAN NO. 404 (CASE 1).
13 DEMOLISH, REMOVE AND DISPOSE EX. AC DIKE.
14 JOIN EX. CURB AND GUTTER AND SIDEWALK.
SEE CITY DRAWING NO.'S 4104 & 5477 FOR REFERENCE.
SEE PLAN DETAIL '1' HEREON.
15 INSTALL THERMOPLASTIC 12" WHITE LINE (LIMIT LINE)
PER CALTRANS PLAN A24F.
16 PAINT EDGE LINE PER CALTRANS A20B DETAIL 27B.
17 REMOVE AND DISPOSE EX. PAVEMENT.
18 GRIND AND OVERLAY 0.2' MIN. DEPTH
19 INSTALL TEMPERORAY SIGNAGE "END OF WALK"
OR 6' SECTION BARRICADE PER STD. PLAN 4000.
SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of : CITY OF FONTANA. CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO ` `: \`'' STREET IMPROVEMENT PLAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: GATS&M
t FONTANA AVENUE AS SHOWN
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. DESIGNED BY: GATSddA APN 0193-021-50, 51,-52,-53,=06, -07, & -OS DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
* Exp. * -� / /N/E FONTANA AVENUE AND LEMON STREET 2/06/2020
PLANS TO BRING THEM INTO CONFORMANCE WITH : C'vi� Dote -/�-2� CHECKED BY: SCL c gPPR ED BY: ;/ �` DRAWING NO.:
2
d
REVISION DESCRIPTION ENGR. DATE CITY DATE STANDARDS IN EFFECT. STEFAN C. LANTHIER RCE: 59052 5908
3
1 10.00
1 5.00
1 13.00
-20+00 -10+00 0+00 10+00 20+00 30+00 40+00 50+00
10+50.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1"=10'
o
r
1 13.00
• ii
1 13.00
15.00
10.00
-30+00 -20+00 -10+00 0+00 10+00 20+00 30+00 40+00 50+00
1 1 +00.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1 "=10'
1
-20+00 -1U+UU 0+00 1U+00 ZU+UU 30+0U 4U+UU SU+UU
1 1 +50.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1 "=10'
2.0'
oe o
r_RIND_ &_ AY
N: -DEPTH
Z -
Q I unu - e e p T►�nv
-20+00 -1 U+UU 0+00 10+00 20+00 30+00 4U+UU SU+UU
12+00.00
VERTICAL SCALE: 1"=2'
HORIZONTAL SCALE: 1 "=10'
2.0'
-30+00 -20+00 -10+UU 0+00 10+00 20+00 3U+U0 40+UU SU+UU
12+50.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1 "=10'
BENCHMARK: CITY OF FONTANA BENCHMARK NO. 28
ELEVATION = 1222.41 FT. BEING A MAG NAIL
IN TOP OF CURB LOCATED AT THE ECR AT
THE NE CORNER OF THE INTERSECTION OF
MERRILL AVENUE AND OLEANDER AVENUE.
BASIS OF BEARING:
BASIS OF BEARINGS IS THE CENTERLINE OF
OLEANDER AVENUE WHICH BEARS NO-12-30W
PER RSB 72/97.
Q O
Cor ner stone
Lanur veyln nc. DIAL
cl=13 a e 1,
A.L.T.A.•Topographic • Boundary • Construction • Environmental BEFORE DAYS BEFORE
Two WORKING
9-0730 IL\01; PLACE
YOU DIG YOU DIG
PERRIS, CA 99-5 � 0
PH (.951) 7,36-0200 CL (.949) :3 (0- 7099 TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
15.00
10.0
15.00
17.00
2.0'
111liAM111111
14.00
-30+00 -20+00 -1 U+UU U+UU 1 U+UU ZU+UU su+Vu 4U+UU SU+UU
13+00.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1"=10'
n n' 2.0' is n'
-30+00 -20+00 -10+00 0+00 10+00 20+00 30+00 40+00 50+00
13+50.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1 "=10'
2.0'
35.
E�c.-BLocK-wL
-PBOTE-CT--IN-
�, -- --
�_I_I
.............. _ 1
rD1►111 L I1l
` `•• KMIN.
LO
--"-
�._
DEPTH
C.-
6.5*
12.0011
17.00
12.00
19.00
14.00
-30+00 -20+00 -10+00 0+00 10+00 20+00 30+00 40+00 50+00
14+00.00
VERTICAL SCALE: 1 "= 2'
HORIZONTAL SCALE: 1 "=10'
2.0'
1
1
-30+00 -20+00 -10+00 0+00 10+00 Z0+00 30+00 4U+UU SU+UU
14+ 50.00
VERTICAL SCALE: 1"=2'
HORIZONTAL SCALE: 1 "=10'
2.0'
: ExBLOCK-WALL
--
__ _ __ _--- -- _-- -- _. cfl a. ►- I (PROTECT-IN-PL-ACE)-
�-
0:2'--MIN: DE-P 6 r�•-�--
_- AC -PAVEMENT
c�
-30+00 -20+00 -1 U+UU U+UU 1 U+UU ZU+UU 3U+UU 4U+UU OU+UU
15+50.00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1"=10'
-30+00 -20+00 -10+00 0+00 10+00 20+00 30+00 40+00 50+00
15+00, 00
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1 "=10'
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON f`-�,c• ��``~'
AND CARRIED FORTH IN A DILIGENT MANNER, THE No.
CITY ENGINEER MAY REQUIRE REVISIONS TO THE # Exp.
PLANS TO BRING THEM INTO CONFORMANCE WITH civic
REVISION DESCRIPTION ENGR. DATE CITY DATE STANDARDS IN EFFECT.
I
Prepared Under The Supervision Ot : CITY OF FONTANA, CALIFORNIA
STREET SECTIONS
DRAWN BY: GATS&M FONTANA AVENUE
AS SHOWN
DESIGNED BY: GATS&M APN 0193-021-50,-51,-52,-53,-06, -07, & -08 DATE:
`N/EEO ANA AVENUE ,% NON STREET 2/06/2020
Date : 2-11-29 CHECKED BY: SCL APPR .VED BY� DRAWING NO.: 3
STEFAN C. LANTHIER RCE:59052
I ENGIN11 5908 3