HomeMy WebLinkAbout3915-2ORERAl_ NOTES
1. A GRADING PERMIT FROM THE BUILDING AND SAFETY DIVISION SHALL BE REQUIRED.
ALL GRADING SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF FONTANA
MUNICIPAL CODE AND THE UNIFORM BUILDING CODE, 1997 UBC/2001 CBC, CHAPTER 33.
2. A PRE -GRADING MEETING AT THE SITE IS REQUIRED AMONG THE CITY INSPECTOR,
THE CML ENGINEER, THE SOILS ENGINEER AND THE GRADING CONTRACTOR PRIOR TO
GRADING.
3. HOURS OF OPERATION ARE 7:00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY.
4. A SEPARATE ENGINEERING DIVISION PERMIT SHALL BE REQUIRED FOR ANY IMPROVEMENTS
WITHIN THE PUBLIC RiGHT OF WAY.
5, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. HE WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES THAT RESULT
FROM HIS OPERATIONS.
6. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED AND ADJACENT
STREETS ARE TO BE CLEANED DAILY OF ALL DiRT AND DEBRIS THAT iS A RESULT OF
THIS OPERATION.
7. SEPARATE PERMITS FROM THE CiTY OF FONTANA BUILDING AND SAFETY DIVISION SHALL
BE REQUIRED FOR ANY WALLS.
8. THE DESIGN CiVIL ENGINEER/SOILS ENGINEER OF RECORD SHALL EXERCISE SUFFICIENT
CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WiTH THE PLANS,
SPECIFICATIONS AND CODE REQUIREMENTS WITHIN HIS PURVIEW.
THE ENGINEERS SHALL SUBMIT ACKNOWLEDGMENT CONCERNING EMPLOYMENT FORM
TO THE C17Y PRiOR TO ISSUANCE OF A GRADING PERMIT.
9. REVISIONS TO THESE PLANS SHALL BE SUBMITTED TO THE C17Y ENGINEER FOR HIS
REVIEW AND APPROVAL.
10. THE CML ENGINEER SHALL SUBMIT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND CERTIFICATION OF
BUILDING PAD ELEVATION PRiOR TO THE ISSUANCE OF THE BUILDING PERMIT. PAD
ELEVATION GRADING TOLERANCE SHALL NOT EXCEED ±0.101.
11. AN "AS -Bar GRADING PLAN SHALL BE SUBMITTED AT THE COMPLETION OF WORK.
12. ALL GRADING SHALL BE PERFORMED UNDER SUPERVISION OF THE SOILS ENGINEER WHO
SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A
FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' IN DEPTH.
13. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED TO A
MINIMUM DEPTH OF 12 INCHES AND INSPECTED BY THE SOiLS ENGINEER PRiOR TO
THE PLACING OF FILL.
14, UNSUITABLE MATERIALS, SUCH AS TOP SOiL, WEATHERED BEDROCK, ETC., SHALL BE
REMOVED AS REQUIRED BY THE SOILS ENGINEER FROM ALL AREAS TO RECEIVE
COMPACTED FILL OR DRAINAGE STRUCTURE.
15. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
16. C17Y APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE
CiTY ENGINEER FOR APPROVAL.
17. CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT OCCUPY ANY PORTION OF THE
PUBLIC RIGHT OF WAY, SUCH AS STREET, ALLEY OR PUBLIC SIDEWALK AT ANY TIME.
TEMPORARY USE OF PUBLIC RiGHT OF WAY, WHENEVER REQUESTED, SHOULD BE
REVIEWED AND APPROVED BY THE CITY ENGINEER.
18. NOTICE OF INTENT MUST BE FiLED WITH THE STATE OF CALIFORNIA TO
COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER.
CITY OF FONTANA. (MMM NO"URCATION LIST
CITY OF FONTANA SBC
ATTN. BRiM WREN ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E. CORONADO STREET
FONTANA, CA. 92335 ANAHEIM, CA, 92807
(909) 350-6632 (714) 666-5467
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN (800) 227-2600
1981 W. LUGONIA AVENUE
REDLANDS, CA. 92374 COMCAST (CABLE TO
(909) 335-7547 AT1N: JACK HAYES
EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
ONTARIO, CA. 91761
SO. CALIF EDiSON COMPANY (909) 390-4738
300 N. PEPPER AVENUE
RIALTO, CA. 92376 VERIZON
90'9820-5598 - UNDERGROUND ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION 1400 E PHILLIPS BLVD.
213637-1233 - PIPELINES ONTARIO, CA 91766
909 357-6223 - DISTRIBUTION
800 422-4133 (800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. MCGRAW
8440 NUEVO AVENUE
FONTANA CA 92235
YOUNG HOMES (909) 822-2201
10370 TRADEMARK STREET FAX (909) 823-5046
RANCHO CUCAMONGA, CA 91730
TEL (909) 291-7600
FAX (909) 291-7630
MATE SMEWS NOTICE TO CONTRACTOR
n< LA1J1CJ%oC ANU LUt.AHUN Ur ANY UNUMMUND UTILITY PIPES AND OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCA71ONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR iS REQUIRED TD TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT iN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SiTE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL.
WALMIMED CHANGES ANO USER
1 n< urw+vccR MLVAmnU mtat FLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CONSTM7M NOTES
INSTALL 24"X24" CATCH BASIN BROOKS PRODUCT NO. 2424 T12,
WITH BOLT DOWN STEEL TRAFFIC GRATE OR APPROVED EQUAL
(D- INSTALL T PVC PIPE, ASTM D-3034 SDR -35
REMOVE EXISTING WROUGHT IRON FENCE
4 PROTECT IN PLACE
5 REMOVE
O8 -- CONSTRUCT 3,5" THICK A.C. PAVEMENT ON 12" COMPACTED
NATIVE SOIL PER SOILS ENGINEER'S RECOMMENDATION
INSTALL 15" PVC PiPE, ASTM 0-3034 SDR -35
10 INSTALL 6" PVC PiPE, ASTM D-3034 SDR -35
11 INSTALL ALHAMBRA FOUNDARY A-2446 8" TRENCH GRATE WITH STEEL TROUGH
(OR APPROVED EQUAL) SEE DETAIL ON SHEET G-2
12 CONSTRUCT 6" CURB PER DETAIL ON SHEET G-2
13 - INSTALL 18"X18" CATCH BASIN BROOKS PRODUCTS N0. 1818, T18
WITH 1818 CAST IRON GRATE /1 \
BENCHMARK
B.M. 1361, SPIKE IN NORTH FACE OF P.P.
11536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
CL ILTwo wOM fIq DAYS ■RFOM YOU E
Kil
(N )
11VOF! - iID FT.
® EXISTING WAL
1392.Ot
NG
TC S73'43'35"E382:88)%
4.94' _ TC _
R=45.00' /45'00'55"W �^
L=22.55' 6.29'
■ T=11.52'
■
N89'58'47 W
BA s
t
�
M�ERIA
RK
RECORD DOCUMENT
These Record Documents have been prepared based
on information provided by others. The Design
Professional has not verified the accuracy and/or
completeness of this information and shall not be
responsible for any errors or omissions which may
b", co orated herein as a result. S
J S. 4�- I40A
DAVID S. HAMMER, R.C.E. 43976 �DATE
1 juv.vj
NG
■
395.00 ■ I
FL i (1395.661
I ITC
■
EXiS711G
S.C.E.
0
I ;■ I I
1393'ITC
63
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I CI
■� II
: 3 I I 1 MARIPOSA
DRNE
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1.50 �
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61 i --- ? .
'DEWALK DRAIN PER
ITsY 6WG. NO. 1947
`I ET 3 OF 18
�11__
2--
TO REMAIN
3-- %
TYPICAL SECTION 'A A'
N.T.S.
FL
120
� • r
TYPICAL SECTION 'C -C'
N.T.S.
R/W 60' rk
' 12'CaLi
.
¢, S10 Ctrl i
EXIST. C&G
89.61I ( TYPICAL SECTION V -D'
1 i 11A v N.T.S.
r
138 .29
IITC I
I RAW CUT 39,716 CY
RAW FILL 41,339 CY
8.77 Q3 B
8.49 DISTURBED AREA = 357,696 S.F.
RIVEWAY
_i I -
SEECITY DWG NO. 1947 SHEET 3 OF 18 TC TOP OF CURB ELEVATION
FOR GONMUCTION OF DRIVEWAY
-I 4" PVC PIPE PER FS FINISHED SURFACE ELEVATION
138 ,195 CITY DWG. F 1 1947 FG FINISHED GRADE ELEVATION
138.0 FS GB SHEET 3 OF 18 /� \
iNV. PiPE INVERT ELEVATION
388 34 TC FL FLOW LINE ELEVATION
SIGN PER
ARCHITECTS PLAN
2"C -7t AAR
i a rn FL 1387.3 i
FS ' �
ti 1387.45
C
1392.5
(MARGARITA
� � o �
FS2.80 _
3 I i ■
II
DRiVE
PICNIC SHELTER PERFS I LO
S� I I I EXISTING 66" RCP
LANDSCAPE ARCHITECTS PLAN I ■ PER DWG. NO. 194
,77
HP �° 7�9�� 1 86, ' SHEET 2 OF i0
F5 13917
1386.65 ,
00139 1. j ■ (TCS
II
9� '► ��� � 9 � F 2 138 0 L
118 FS f I ■
b,, /' g�, '� �, 12' 20'--1 I I
D -LU ,
1 ` -32' i IJ
��
7 t� FG
�� 1 �I �.�' 15'x■+ -17'
1390 I EXI,S f IN6 CATCH BASiN PER
■ CIDWG. NO. 1947
i
SH 5r, OF 18
1384.0
1385.0 --
---1355 FL1.0% • ■
...._ ... _ ...,..,
... N ■ 138
3 ..
� I TC
1383.8 1383.9 1383.6 TG r �, M;
3) 1381.68 INV 13 FL HP 1382.20 INV 13 ■Uj
-
■b
5=0.65 2 _ . 2
9�S 0 65
4
age
1384:27. _..._ _____ _____
Tl TC (1385.25)
--- -- r- --
EXISTING 8'X10' -
DOUBLE RCB STORM DRAIN
PER CITY DWG NO 3050
11D
PA PLANTER AREA
TG TOP OF GRATE
PROPOSED SLOPE
PAD PAD ELEVATION
C
F CUT/FILL LINE
HP HiGH POINT ELEVATION
GB ------ GRADE BREAK
TW TOP OF WALL ELEVATION
TF TOP OF FOOTING ELEVATION
- - TRACT BOUNDARY
9 R/W RiGHT OF WAY
(1358.9) EXISTING ELEVATION
_ PLANTER AREA MOW STRIP
PER LANDSCAPE PLAN
EXISTING BLOCK WALL
2'-7 -I
VARIES
d I� 11
\ ? 220 I I EXISTING GROUND
IT
PROPOSED GRADED L _ J
SWALE
TYPICAL SECTION E -E
N.T.S.
%wiTY 00E- FONTANA CALIFORNIA
'.10mm"- "_'"_"'_"_"_"_' 61166---�€-I-- ALMERIAPARK
REV.
REVISION DESCRIPTION
DATE
DRAWN
ENGR. CITY
DATE
JK
DESIGNED BY:
RECORD DWG. ADDED CATCH BASINS, PVC PIPE,
7/8/08I
It
7
,
�
GRADED SWALE AND CONSTRUCTION NOTES
PRECISE
D PLAN
-
CITY ENGINEER
DRAWING NO.: 2
)ATE: 7 15-'d
R.C.E. 51152 391 18
Drawing Name: M:\dwg\15905\PG\Adjd Park PG-revised.dwg
DRAWN
BY.
JK
DESIGNED BY:
LT
,
�
CHECKED BY:
ml
DATE:
JULY,
2005
JOB NO.:
15905
SCALE:
1"=3
0 '
SHEET.
G-1
2
OF 18
SHEETS"
Drawing Name: M:\dwg\15905\PG\Adjd Park PG-revised.dwg