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WERi fENJEW W ' TIC I`Url" r - A aiiiiiii, .ddmm -.900IN& -damask Y A4 P. GRADNG PROCESS AWP_-,w- A111PPMEW
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1. Clearing and grubbing, including removal of existing structures, footings, foundations, 0i4F!!tCf
rubble, trees and root systems, other vegetation, debris, etc., shall be completed to the /A,09
satisfaction of the Geotechnical Engineer prior to the start of grading operations.
2. Excavation shall then be completed as shown on the approved plans.
. The exposed soils shall then be inspected by the Geotechnical Engineer. Additional over
excavation shall be made in accordance with the Geotechnical Engineer's recommendation
and as contained in the Soils Report.
. The exposed soils shall then be scarified to a minimum depth of 6 inches, brought to
proper moisture content and compacted to at least 90% of the maximum density, asEROSION CONTR"O'L GENERAL N"r"ES
determined by Appendix Section 3305 of the latest California Building Code. Equivalent
compaction can be obtained by methods specified by the Geotechnical Engineer.
5. Proposed compaction for the entire project including the backfill of utility trenches, etc. 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE RAINY SEASON FROM OCTOBER 15 TO APRIL 15 18. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM
HIS
shall be verified by the Geotechnical Engineer. He shall prepare a compaction report, AND MUST BE RENEWED AT COMPLETION OF ROUGH GRADE. RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES, TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE
which shall be submitted to and approved by the City. LIMITED TO, CONSTRUCTION TO PREVENT, CONTROL OR ABATE WATER, MUD, DUST CONTROL, EROSION DAMAGE TO PUBLIC AND IQiffE
6. Pad certification for elevation of all pads within the project shall be required. Pad 2. iN CASE OF AN EMERGENCY CALL. PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THE PROJECT.
certification can be by either one approved black-line as-built grading and drainage
1r,
plan or in letter format showing the design and as-built pad elevations as shown on the TO BE SUPPLIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. 19. SLOPES CONSTRUCTED PRiOR TO OCTOBER 1st SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15, . . .
approved grading and drainage plan. Either shall be sealed by a Civil Engineer or Land SLOPES CONSTRUCTED AFTER OCTOBER 1st SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE
Surveyor registered in the State of California. PROGRESSES.
7. Final Approval includes the construction of all improvements shown on the approved plan,
including drainage facilities, drainage patterns, etc. All items shall be constructed to the 20. FiLL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE SHALL BE
line and grade shown on the approved plans. PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILATION OF DOWN STREAM FACILITIES AND ADJACENT AVEN
AREAS. THESE MEASURES MAY INCLUDE BUT SHALL NOT E LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF WI SdN
RELATED REOUREMENTS AT B.
PiPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL
SLOPES BY SURFACE RUNOFF, CONFINED WITH PONDING AREAS TO DESILT RUNOFF, TEMPORARY CHECK DAMS IN TOE OF
1. Approval of these plans are for permit purposes only and shall not prevent the city 3. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL SLOPE DITCHES TO DESILT RUNOFF, PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP
from requiring correction of errors in the plans where such errors are subsequently MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRiOR TO GRADING OPERATION, TO GRADE, AND EARTH BERMS AND APPROPRIATE GRADING TO DiRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF
found to be in violation of any law, ordinance, health, safety, or other design issues AND WHiCH AREA SUBJECT TO RUNOFF DURING THE RAINY SEASON, THESE MEASURES MAY INCLUDE BUT SHALL NOT BE SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT iN
City acceptance of plans does not relievethe contractor from responsibilities for the LIMITED TO: GRADED DITCHES, BRUSH BARRIERS, AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION PROGRESS.
correction of errors and omissions discovered during construction. BEYOND LIMITS OF GRADING.
2. Debris, mud, silt, etc. shall not be deposited on public or other property at any time 21. TOP OF GUT BROWN DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING 10 FEET
during construction. Any such deposition shall be removed immediately by the 4. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR OF CUT MEASURED VERTICALLY.
Contractor. AND OMISSION DISCOVERED DURING CONSTRUCTION. THE REQUIRED PLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE
CITY BUILDING OFFICIAL OR HIS DESIGNEE. 22. THE TIRES OF VEHICLES BEING USED ON---SITE SHALL BE INSPECTED AND WASHED IF NECESSARY TO STOP TRACKING DIRT
3. All drainage protective devices such as swales, interceptor ditches, protective berms or ONTO PUBLIC STREETS. IF EXPORT OR IMPORT OF DIRT IS TO BE DONE A PAVED OR GRAVELLED WHEEL WASHING AREA AT
other measures designed to protect adjacent buildings or property from storm runoff 5, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, LEAST 12' WIDE BY 40' LONG SHALL BE PROVIDED AT THE EXIT TO FACILITATE TH
must be completed. E INSPECTION AND CLEANING OF TIRES.
NECESSARY MATERIALS SHALL BE AVAILABLE ON IN AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID "RUMBLE STRIPS" MADE FROM STEEL, RAILROAD TRACK, OR SIMILAR MATERIALS CAN HELP REDUCE THE MUD GETTING ONTO
4. The Engineer of Record assumes responsibility for grading and inspection in accordance CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN !S IMMINENT..
with Appendix Section 3317 of the latest California Building Code. THE CLEANING AREA. STREET SWEEPING AND WASHING iS STILL REQUIRED BUT MAY BE REDUCED BY PROPER USE OF A
5. Floodwater conveyance shall be maintained at all times during construction. The work 6. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY. "WHEEL WASHING AREA" LIKE THIS. THEY ARE REQUIRED ON PROJECTS OVER 1 ACRE.
shall a phased so that newly constructed facilities are fully operational prior to existing
F9
facilities being removed. 7. ALL REMOVABLE PROTECTIVE DEVISES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE S--DAY 23. ANY SLOPES WITH DISTURBED SOILS OR DENUDED VEGETATION MUST BE STABILIZED TO INHIBIT EROSION BY WIND AND
Improvements damaged by the grading operation located an adjacent property or within RAIN PROBABILITY FORECAST EXCEEDS 40%,
6. WATER.
public right-of-way shall be repaired or replaced, as noted by City Inspectors, prior to
final acceptance of the work. 24. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION
P 8. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ENTRANCE ROADWAYS MUST BE STABILIZED TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL
7. Obstructions to proposed improvements shall be removed or relocated before beginning ETC, DEPOSITIONS MUST E SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
construction of the proposed improvements.
8. All work within the public rights of way requires separate permits and inspection issued 9. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAiN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF 25. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST B
by the City Engineering Department. EACH WORKING DAY. E PROTECTED FROM BEING TRANSPORTED
9. Any unforeseen subsurface structures encountered during construction shall be
FROM THE SiTE BY THE FORCES OF WIND AND WATER.
immediately brought to the attention of the Engineer of Record, the Geotechnical 10, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 26. FUELS, OILS, SOLVENTS AND OTHER TOXiC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT
Engineer, and Building and Safety Department before proceeding further. AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE
10. Utility lines (existing and proposed) within the work area shall be located and the 11. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED
depths confirmed by the Contractor. GRADING PLANS INTO THE DRAINAGE SYSTEM.
11. All walls (retaining and garden) over feet in finish height require separate design,
review, permits, and inspection. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. 27. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT-OF--WAY OR ANY DRAINAGE SYSTEM.
12. All work shown hereon shall be done in accordance with the City of Rancho Cucamonga PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. •
standards and Appendix Chapter 33 of the latest California Building Code (Uniform 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT PLANTING. 28. ALL NON-STQRMWATER DISCHARGES UNLESS EX No. DES
Building Code). ,
EXCEPTED OR AUTHORIZED BY AN NPDES PERMIT, REQUIRE PRIOR APPROVAL DESCRIPTION
14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING BY THE STATE WATER RESOURCES CONTROL BOARD. 1 GRADING PLAN TITLE SHEET
ACCESS TO NEIGHBORHOOD PROPERTIES), 29. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT2 SECTIONS e DETAILS
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR 3 ROUGH GRADING PLAN
DURING THE RAiNY SEASON UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND 30. CONSTRUCTION SITES SHALL BE MAINTAINED BY IMPLEMENTATION OF BEST MANAGEMENT PRACTICES {BMP} IN SUCH A
4 EROSION CONTROL PLAN
INSTALLED, MANNER THAT POLLUTANTS ARE NOT DISCHARGED FROM THE SITE.
DWG SD-1 BOUNDARY FENCING
16. THE CONTRACTOR SHALL CONDUCT THE OPERATION iN SUCH A MANNER THAT STORM RUNOFF WILL WILL BE CONTAINED 31. ERODED SEDIMENT AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE ,
WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA, STORM RUNOFF FROM VIA SHEET FLOWS, SWALS, AREA DRAINS, NATURAL DRAINAGE OR WIND,
ONE AREA SHALL NOT BE ALLOWED TO DiVERT TO ANOTHER RUNOFF AREA.
PLAN LEGEND UTILITY CONTACT
..
T.C. TOP OF CURB CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION,
F.L. FLOWLiNE WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT
EARrH*OFZK QuANTITIEO FOR THE P1103106 ARE Ad 4 F.S. FINISH SURFACE 10440 ASHFORD STREET {909} 987-2591
F.G. FINISH GRADE P.O. BOX 638
19800 C.Y. GROSS CUT 912500 GROSS OSS FILL C.L. CENTERLINE RANCHO CUCAMONGA, CALIFORNIA 91730
R/W RIGHT-OF-WAY GAS : SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965
16231 VALLEY BLVD.
9,700 C.Y. IMPORT
(COMPACTS IN PLACE) SHEET FLOW DRAINAGE FQNTANA, CALIFORNIA 92335
ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555
THE ABOVE QUANTITIES ARE GROSS QUANTITIES AND DO NOT INCLUDE EARTH SWALE AND DIRECTION OF FLOW 7951 REDWOOD AVENUE
OVEREXCAVATION QUANTITIES, CLEARING LOSSES, SHRINKAGE, SUBSIDENCE, FONTANA, CALIFORNIA 92336
ROCK REMOVAL, WiND LOSSES, ETC. THE CONTRACTOR(S) iS{ARE} HEREBY 3.807.--=-- GRADE WITH DIRECTION OF FLOW TELEPHONE : VERIZON
CAUTIONED TO PROVIDE A BID BASED ON VERIFICATION OF QUANTITIES TO
PROVIDE A COMPLETE JOB. 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330
(1845) EXISTING GRADE CONTOUR LINE VICTORVILLE, CALIFORNIA 92392
CABLE : CHARTER CABLEVISION (909) 343-5165
1332 PROPOSED GRADE CONTOUR LINE 6680 VIEW PARK COURT
RIVERSIDE, CALIFORNIA 92503
--X X-X- EXISTING CHAIN-LINK FENCE FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT
/C {909} 873-8022
282 S. SYCAMORE AVENUE
NOTICE TO CONTRACTOR CITY OF RANCHO CUCAMONGA
RiALTO, CALIFORNIA 92376
10500 Civic Center Drive -
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THiS PLAN G0`EwK`kT1F1C ATES
Rancho Cucamonga, CA 91729
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO (909) 4772700 THIS PROJECT CONSISTS OF A FILL OPERATION. AT COMPLETION
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 1. In reference to NPDES requirements the undersigned certifies one of the following: THE IMPROVEMENTS DEPICTED AS FUTURE STREET, STORM
LOCATIONS OF ELECTRICAL LiNES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE {
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS, DRAIN, FIRE STATION, ETC.) WILL E BUILT A SEPARATE
® A Notice of intenfi (NOI) is not required of this development. COUNTY OF SAN BERNARDINO
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM 825 East Third Street PROJECT.
AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR A NDI has been filed and the WDID number is 8-36M00®334 San Bernardino, CA 92415
PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ( 0 ) 387-7983
UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 9?,oF ESs,p�
DESCRIPTION OF REVISION DATE CM
WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING DANIEL E. GUERRA .0 �a t � E. GUS�� APPROVED
SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY iTS OPERATIONS PRIOR TO STARTING WORK Print Name Si nature pate
ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THEassIMMass
MA ff um' R A N'mm'dmUm ma ftm
ca
ART OF THE CONTRACTORS WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, CIVIL ENGINEER L R,c.E. ��
0*3 UO'k R I P T 10%N: LAJ U AS111111WEUMOAMM
REVISIONS OR MODIFICATIONS. Title/Capacity (Engineer, Developer, General Contractor, etc.) BEiG A PORTION LOT 1 BLOCK 10 O CALIFORNIA
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 2. The undersigned Civil Engineer will be responsible for professional inspection in accordance with Appendix 3317 2 of the latest California HOMESTEAD ASSOCIATION, I THE CITY OF RANCHO CUCAMONGA s>1 ,e
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND d g p p p pp CIVIk,
Building Code. COUNTY OF SAN BER ADIN , STATE F CALIFORNIA, AS OF Cay-��°�
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE SHOWN A 0 IL I BOOK 6, PAGE 4 OF MAPS, Mem kN
"OCCUPATIONAL SAF AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE I THE OFIC O H COUNTY RECORDER OF SAID COON .
Basin Fill rroyc
OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". DANIEL E. GUERRA TY.
Print Name Si nature Date R
o
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS aTITLY SHEET
COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAF REGULATIONS" OF THE U.S. DEPARTMENT OF Registration Number: R.C.E. 29224 CALL
LL
LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY V `HMARK- FREE Van CAt4eitra
ORDERS", 3. Soils report Project No. 1376-01 dated May 4, 2007 and Project No. 1376-03 dated August 11, 2008 prepared by: PRWECT BENG ____ a &
CiTY OF RANCHO CUCAMONGA BENCHMARK N 1-800-227-2600 O. 10107:
CIVIL ENGINEERS D SURVEYORS DESIGN RECO ENDED
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE GS Engineering Geology DESCRIPTION: 2" BRASS DISK IN TOP OF HEADWALL STAMPED ,027,$ E ET
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAF OF ALL PERSONS 8800 onyx Avenue Suite D 9: „ Ho cTR CA STREET
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CITY O RANCHO CUCAMONGAB 10107 1987 T NORTHEAST O WORKING DAYS BEFORE YOU DIG
Rancho Cucamon a, CA 91730 ' FAX t }9`1-1528 All,
SH T
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE CORNER OF HILLSIDE ROAD AND BERYL STREET AT SOUTH END "CAUTION": Remember that the USA Center DRAWN
909 945-2405 notifies only those utilities belonging to ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE � OF DRAINAGE CHANNEL. ssoclatesPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF the c ,,enter, There could be ether ut�letwes � 4F
5-
THE OWNER OR ENGINEER. present at the work site. The center will 10271-B TRADEK4ARK
STREEr
ELEVATION: inform you of who(m) they will notify. DANII I E. GUERRA DATE CHECKED RANCHO CUCAIVIONGA` CALIFORNIIA 91730 DRAWING No.
R.C.EJ 29 1-11 PH( )9874306 FAX( 941-15M 2242
VARIES: 395.72' MIN. 396.14' MAX. —i
>_ 372.42 33
ZQQ' '
60' VARIES. 135.72' MIN. 136.14' MAX. h'
�► PROP. STREET
rX:I a__
LU
10' 40' 10' EXIST. MASONRY WALL CX ,
5' BENCH
—
Q)
I INSTALL CHAIN LINK BOUNDARY
i
4 FENCE PER DWG. SD--1
PROP. 2:1 SLOPE
2' BENCH
ftj
�_VARIES. 10'
5' MIN. EXIST. A.C. BERM
50.7' MAX.
2' BENCH
I PROPOSED EARTHEN SWALE
LL
2' BENCH i FUTURE FIRE STATION
PROPOSED FUTURE STREET UNDERCUT GRADE
a.2' BENCH
PROPOSED PAD = 1853 9 ( ( �?
cc I
2®® o
A o ,
PROP. 2:1 SLOPE / I -
.. II �� J
/ a
1
PROPOSED FINISH GRADE I
6'
PROPOSED FUTURE STREET D INSTALL CHAIN LINK BOUNDARY
UNDERCUT GRADE ��,
2, 2 FENCE PER DWG. D-1 /
EXISTING PRIVATE E U I � • 2 bench—
EASEMENT
ench 1 j
EASEMENT Q TR►ANIDRAINAG � /
®°
PROPOSED SLOPE w x
I ` ® VARIES, 2:1 MAX.
t
115 ' 2% MIN. /
I 7' �pP� EXISTING GRADE /
I / .
EXIST. 30" WIDE x 3" DEE 7'
CONCRETE "V"—DITCH s= I '
e 2 BENCH 1 BENCH ,!7
EXISTINGGRADE / /
2'1A f
--. 2
®�rAk `_i X00/a M LIMIT OF WORK
9:
2/ /
E 0"'T I N
A-A
I
I
I
H RI . SCALE: 1" = 0' VERT. SCALE: 1" = '
"AE J"'T I ON B=Ilb
HOI . SCALE: 1" = a' VERT. SCALE: 1" '
ATTACTIMFNT 8 ,
-Stabilized UST CONTROL SIGN'S
o
Prior to obtaininga permit for clearing and rubbing,stockpile,or roughgrading,-the
applicant shall install a dust control sign on the prope�t°ty as indicated below.After
installation.of signage,inspection will be required.If you have any questions,please contact
1Vlerry Westerlin at(909)477-2710 x.42(!3.
Crushed aggregate greater than 3" -----
but smaller than Fi„ GENE INFORMATION
Filter fabric 1} Sign thickness should be Sf8 or 3/4 inch=laminated plywood board,overall size of 48"06"(4 feet by
Original 8 feet).
rode 2) Signage must be located within 50 feet of each projecti site entrance.
UNDERGROUND SERVICE ALERT:
1.2" Min, unless otherwise 3) One sign is sufficient for multiple site entrances located within 300 yards of each other.
,specified by � sorb engsneer
4) Text height shall be at a az as spawn can right side of sign teraaplate below.
5) Sign background must contrast with lettering.Typically black text with white background. OMEC;T B � ®R
SECTION 1'—� 6) The lower edge of.the board must be a minimum of 6 feet and a maximum of 7 feet above grade. •_
7) The telephone number listed for the contact must be a local or a toll-free number and shall be accessible 24 CITY OFRANCHO C U CA GABENCHMARK O. 10107: � LLT LL FREE
hours per day.
DESCRIPTION: 2 BRASS DISK I TOP O HEADWALL STAMPED 1-800-227-2600
Crushed aggregate,.c3rerater than �" sp
Cru srr�talier, ego 67
,
Cc�rrugcated steel panes
SIGNAGE INFORMATION LETTE G S17W "CITY F RANCHO CUCA ON 10107 1987" A NORTHEAST
Empty Space - 3 CORNER F HILLSIDE ROAD AND BERYL STREET AT SOUTH END
TWO WORKING DAYS BEFORE YOU DIG
ariginn( Contractors Name 4.
grade Project Name 4
OF DRAINAGE CHANNEL. "CAUTION": Remember that the USA Center
025 notifies only these utilities belonging to
� �YOU BUST COMING FROM 4 ELEVATION.- t .
12„ Min, unless otherwise .
specified by a sails engineer 'Filter fabric PROJECT C L: `I ° the center. There Could be other utilities
Name,Phone Number 6 present at the work site. The center will
E_C F I CJ //1--�A If you.deo not receive a response,please call 3
inform you of who(m) they will notify.
NOT ltd SCALE,
f�lCJT The A.Q at 1.-800-OUT-SMOG 3
Construct sedirnent harrier
Empt ace �,.
and channelize runoff to Sediment trapping Example of Signage
sediment trapping device device
Contractors Name
I
Project Name
<, ,
IF YOU SEE DUST COMING FROMCrry
RpF'ESS/Q
Carr ugated steel panels
99 S PROJECT CALL: ��e � � � �`�� I I AppRovED
c 4�
John Smith z
M
16' min car If you do not receive a response,please call �
cy l o o as regrired t+a
a i occomQ�ede The AQMD at 1-800-CUT-SMOGrn UFRAIII119offilu CU%P
�i P
R.C.E. 29224 '
traffic; whicheirer
-t--is:greater.
CIV i1..
cnI �B q 4 �
rX I q OF CAl-� Fill Pro�U C
�
� r 'znzn to 7'rnax
.. .y.,0' min _ ,j 89.L 4"Post
1 "LTAILt
or four times the circumference
cif the largest construction vehicle tire,.
whichever is greater
- -:
Match �
- grade Level
SECrPy NS & y
Existing
PLAN
Grade NTS & Associates
CML ENGINEERS DSU QRS DESIGN RECOMMENDED
m 10271-8 TRADEMARK ET
G of b California Storr�awatasr BPiR Handbook January 200
Construction
RANCHO CUC CA 917
PH ( )987- FAX( )941-1528 DRAWNmff
t S ET
ww�v.ca brnpha ndbeaoks:ci7rn
i
.. & DGA 2- 0.F
F 5
CHECKED 10271- TRADEMARK STREET
DANIEL E. QUER DATE RANCHO CUC ON CALIFORNIA 917 DRAWING No.
R.C.E. 224 1-11 PH( )987 FAX(W9) 1-16M
_41,
7
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"'i BEWCH010VI 'Aft RK`
HILUS"'I'DoE Kwm14D _-1877.38
FKVJEt;
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10107:
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..........
DESCRIPTION, 2" BRASS DISK IN TOP OF HEADWALL STAMPED
1Z.11
"CITY OF RANCHO CUCAMONGA BM 10107 1987" AT NORTHEAST
x1 87'k�
v-I CORNER OF HILLSIDE ROAD AND BERYL STREET AT SOUTH END
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7
x-J,(-'I A- fJ E�T-i,W,
x
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—7 4 _7 CHANNEL.
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ONSTRUCTION ACTIVITIES
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DESCRIPTION OF REVISION DATE
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DESIGN RE MENDED
-B TRADEMARK STREET
DGA t4e-
10271
RANCHO CUCAMONGA CA 91730
PH (909)9874306 FAX(909)941-1528
S EET
44% DRAWN Assoc'ctfes
IUAMO%'Oft A LJ RT
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CHECKED 10271-B TRADEMARK STREET DRAWING No.
-- —--------
DAN EL E. GUERRA
RANCHO CUCAMONGA CALIFORNIA 91730
R.C.E.29224 EXP. 1 2"L ZAP&42
oF 5
PH(909)987-43M FAX(909)941-1528
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1.002, PROJECT BENCHMARK
HILLSIDE R 0 A' b �_( l- ___-
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CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10107:
DESCRIPTION' 2" BRASS DISK IN TOP OF HEADWALL STAMPED
ZIX
"CITY OF R NCHO CUCAMONGA BM 10107 1987" AT NORTHEAST
X_
77777`1t=
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INSTALL POLYPROPYLENE, POLYETHYLENE, OR POLYAMIDE WOVEN FABRIC (MIN. WEIGHT 4 OUNCES PER SQ. YARD, MULLEN BURST
STRENGTH EXCEEDING 300 P.S.I., ULTRA-VIOLET STABILITY EXCEEDING 70%, 24 TO 30" LONG, 16" TO 18" WIDE, 6" TO 8"
THICK) COARSE SAND & GRAVEL BAGS (90 TO 125 LBS. EACH) STACKED THREE (3) BAGS HIGH MINIMUM UNLESS OTHERWISE
F
ft lit,
0
NOTED.
0
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1v INSTALL SAND & GRAVEL BAG AND 6 MIL VISQUEEN DRAINAGE CHANNEL PER DETAIL HERE ON.
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INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CALIFORNIA STORMWATER BMP CONSTRUCTION HANDBOOK, SECTION TC-1.
.. . ............
REFER TO DETAIL, SHEET 2.
LL
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GRADE FLOWLINE TO CARRY RUNOFF TO SEDIMENT TRAPPING DEVICE PER CALIFORNIA STORMWATER BMP CONSTRUCTION HANDBOOK.
APPLY SOIL BINDER OVER ENTIRE GRADED SITE AT COMPLETION OF GRADING PER SPECIFICATIONS.
F REFER TO STABILIZED CONSTRUCTION ENTRANCE/EXIT DETAIL, SHEET 2.
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CONSTRUCT SEDIMENT TRAPPING DEVICE PER CALIFORNIA STORMWATER BMP HANDBOOK. REFER TO STABILIZED CONSTRUCTION
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THIS PLAN IS THE EROSION CONTROL ELEMENT OF THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD REQUIREMENTS OF A STORM
EVENTION PLAN (S.W.P.P.P.) THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A NATIONAL POLLUTANT DISCHARGE
tELIMINATION SYSTEM (NPDES) PERMIT FROM THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD AND SHALL PREPARE A S.W.P.P.P.
POOL
x FOR APPROVAL PRIOR TO STARTING WORK ON THE PROJECT.
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD
3737 MAIN ST. SUITE 500
f8
. .... RIVERSIDE, CALIFORNIA 92501-3348
PH.(909)782-4130 FAX(909)781-6288
El INTERNET ADDRESS: http://www.swrcb.ca.gov
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PERMITS CAN BE OBTAINED FROM THE REGIONAL BOARD AT- (510) 622-2407
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TWO WORKING DAYS BEFORE YOU DIG
"CAUTION": Remember that the USA Center
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present at the work site. The center will
I..... 1840 inform you of who(m) they will notify.
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10271-B TRADEMMK SMEE
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DRAWING No.
DANI E. GUER DATE
7, 7,7`
RANCHO CUCAMONGA CALIFORNIA 91730
R.C.E.29224 EXP. 1-11
MIN PH(909)987-4306 FAX(909)941-1528 2242
1 0'—U' SPACING 1 0'—U' SPACING
TYPICAL RAIL AND TRUSS PANELTYPICAL RAIL AND TRUSS PANEL 1 0'—U' SPACING 1 0'—Cr SPCI NG
END OR CORNER POST — LINE POST TYPICAL RAIL AND TRUSS PANEL TYPICAL- RAIL AND TRUSS PANEL
2 1/2" NOM. DIA. x9'—Y STD. ' LINE POST INTERMEDIATE POST,_
1 1/27 NOM. DIA. x8 —U' STD. 0-0r
NOM. DIA. x8'—U' STD.
GALV. PIPE WITH GALV. CAP • CN 11Z 2 1 2" NOM. DIA.x9
Wis I GALV. PIPE WITH GALV. CAP —LINE POST GALV. PIPE WITH GALV. CAP STD. GALV. PIPE WITH
X1 1 GAGE WIRE TI GALV. CAP PIPE m
12" O.C_ XXXX GAGE W
cv
X Al' 127 O.0 GALV. Nominal Outside Inside Weight
Diameter Diameter Diameter per Foot
(inches) (inches) (inches) Lbs.
3/8- DIA. TEN I N ROD
WITH ADJUSTABLE TIGHTE
AND FITTINGS (SEE NOTE 7)
6r X 3/4!' MIN. < 1 1.660 1.380 2.270
1 GAGE WIRE
$ ,12 G GE X 1" MI (TOTAL 6 EACH POST'
4, EQUALLY SPACED) E SPRING STEE 1 1/2 1.900 1.610 2.720
TENSION WIRE WITH
11 GAGE WIRE TIES
2 2.375 2.067 3.650
14
< MESH, AT 24!' O.C.
MX
ar
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ro
m.
1PIM114 LINK FABRIC 2 1/2 2.875 2.469 5.790
d A 6 1 9,.* fijb,ra.
4.
7-7-7-7 7 7 ik 1 i - 4
SMOOTH TROWEL
FINISH (TYPICAL)
1/27 CROWN WITH
3 3.500 3.068 7.580
1 IZ' CROWN WITH
Q_
SMOOTH TROWE
7-
0 NOTE: FINISH (TYPICAL),,,,
A
3 1/2 4.000 3.548 9.110
A
i�) FOR CORNERS, TYPICAL RAIL L
AND TRUSS PANEL TO JOIN tj C�
4 4.500 4.026 10.790
INTERMEDIATE POST TO BE
NOTE:
12" DIA. OR
POST IN BOTH DIRECTIONS. SQ. 1 Z' DIA. OR SQ.
1 ® DIA. OR SQ.
L
POST FOOTING POST FOOTING
777T77
POST FOOTING
INSTALLED AT NOT MORE -------
12" DIA. OR S
Q
THAN 1000' INTERVALS.
POST FOOTING
L 6 6.625 6.065 18.970
1 DIA. OR SQ.
POST FOOTING T I CAL F E N u"N E D ETA I L
SCALE 1 2 8 8.625 7.981 28.55
1 0'—U' SPACING CLEAR OPENING VARIES 12'—U' TO 260—Up
TYPICAL RAIL AND TRUSS PANEL 1 0'—U' SPACING
TYPICAL RAIL AND TRUSS PANEL
GATE POST, 2 -11Z' NOM. DIA.x9 —Cr 1 1/2 NOM. DIA. 1 1/2- NOM. DIA.
STD. GALV. PIPE WITH GALV. CAP 1 1/4!' NOM. DIA. STD. GALV. PIPE LINE POST 0-
LINE POST STD. GALV. PIPE STD. GALV. PIPE FOR GATE FRAME GATE POST 1 1/ r DIA.x8 _jyp C-4
FOR GATE FRAME
STIFFENER STD. GALV.PIPE WITH GALV. CAP
X 7
11 x
1 1/47 NOM. DIA.
GALV. PIPE RAIL 1. GAGE W
AT 127
<
SION BA
CUT—OUT FOR CHAIN /1 6"x !'
AND LOCK (TYP.) 1/8 DIA. TENSION ROD
6% A" >,WITH ADJUSTABLE
TIGHTENER AND
°X? x IN (SEE NOTE 7)
C
zo zo
> MESHI, 72"
LINK FABR
K
77111", U
77 ""E" ERAL " "'TES
7 GAGE SPRING STEEL
CL
TENSION WIRE WITH TO FABRIC TO TOP PLUNGER ROD CATCH
7 11 GAGE WIRE TIES 11 GAGE WIRE TIES CROWN WITH
AND BOTTOM OF I I ". - 1 ,,, 1, 1',, � I - .* .11, ;�', :," 1 %-0 1 . ALL IN LINK FENCE MATERIALS, FITTINGS AND INSTALLATION SHALL CONFORM TO
0
(TOTAL 6 EACH AT 24!' O.C.
THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTTI— AON STANDARD
EQUALLY
CAL)
SMOOTH TROWEL
FRAME WITH 11 GAGE
POST
, Wl RE TIES AT 12" O.C.
"FENCE5' AND THIS SPECIAL DRAWING.
FINISH (TYPI
SPACED) SPECIFICATIONS, SECTION 80,
- ----------J1, 167 DIA. OR SQ. ;1' -4
127 DIA. OR SQ. 4.
"j
;x
POST FOOTING
POST FOOTING 1 ® DIA. OR 2. THE FENCE FABRIC SHALL BE PLACED ON THE OUTWARD FACING SIDE OF THE POSTS,
STRECHED TAUT, AND SECURELY FASTENED, UNLESS OTHERWISE SHOWN ON THE PLANS.
'OR SQ.
POST FOOTING
NOTE: PROVIDE STOPS TO HOLD GATES OPEN 1 Z' DIA.
POST FOOTING
AS DIRECTED BY THE ENGINEER. ur" ETA I L 3. CLEARANCE BETWEEN RIGHT—OF—WAY AND FENCE FABRIC SHALL BE 6 UNLESS OTHERWISE
D UU,
SHOWN ON THE PLANS.
SCALE •1 „
4. ALL GATES SHALL OPEN INWARD, EXCEPT IF OTHERWISE NOTED IN SPECIAL PROVISIONS.
1 0'—U' SPACING 1 0'—Cr SPACING GATE POH_j
TYPICAL RAIL AND TRUSS PANEL CLEAR OPENING L RAIL AND TRUSS PANEL 5. ALL CHAIN
STD. GALV.PIPE WITH GALV. CAP THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTATIONS STANDARD
1 1/ " NOM. DIA. GATE POST, 2 1 1Z P NOM. DIA.x9'—U'
TENSION BARS SPECIFICATIONS, SECTION 80, "FENCES" AND THIS SPECIAL DRAWING.
STD. GALV. PIPE STD. GALV. PIPE WITH GALV. CAP
LINE POST 3/167 X 3/4!' MIN. FOR GATE FRAME
6. SECURE GALVANIZED CAP TO POST WITH 1/4!' GALVANIZED ROUND HEAD RIVET, OR TACK WELD.
K >1 1/47 NOM. DIA < WIRE TIE','
GiALV. PIPE RAIL AT 1 ' O.C. 7. ADJUSTABLE TIGHTENER SHALL BE TURNBUCKLE OR EQUIVALENT, HAVING A 6" MINIMUM TAKEUP.
IN ex
UT—OUT FOR CH 3/87 DIA. TENSION ROD 8. DIAMETER SIZE OF LINE, INTERMEDIATE, CORNER, END AND GATE POSTS TO BE AS SHOWN
AND LOCK (TYP.) WITH ADJUSTABLE ON THIS SPECIAL DRAWING.
67x 67.
FASTEN GAT' o 5< TIGHTENER AND
11 FITTINGS (SEE NOTE 9. ALL BOLTED HARDWARE ITEMS SHALL ALSO BE TACK WELDED IN SUCH A MANNER AS TO
CATCH TO P
5 PREVENT REMOVAL BY UNAUTHORIZED INDIVIDUALS.
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11. THE FENCE FABRIC SHALL BE 11 GAUGE UNLESS OTHERWISE SPECIFIED
SPRING STEEL
7 GAGE 1/2" CROWN WITH'
ROWEL
SMOOTH T CL
:A
TENSION WIRE WITH TIE FA13RIC
11 GAGE WIRE TIES (o
TO TOP AND 4, FINISH (TYPICAL)
11 GAGE WIRE TIES I 1A
(TOTAL 6 EACH
U,
' BOTTOM OF
AT 24!' O.C. .4
POST—EQUALLY i:6 U Ic
FRAME WITH 4
b
11 GAGE
SPACED)
16!' DIA. OR S
Q.
Lj WIRE TIES 1 Z' DIA. OR SQ.
LJ
POST FOOTING
AT 127 0.C. 1..�.......................... POST FOOTING
wimaw
SUBMITTED BY
REVISIONS
0 F •
SAN BERNARDINO COUNTY DATE
1939 MARK DATE DESCRIPTION --BY- FLOOD CONTROL DISTRICT
sr
WALr\ UATE D ETAI LS CHIEF, ENGINEERING DIMON Date
RECOMMENDED BY:
F.B. REF.
SCALE 1 T BOUNDARY FENCING
ASSIST. FLOOD CONTROL ENGINEER a
APPROVED BY..
00000, SPEU, DRWG, I- FILE NO.
FLOOD CONTROL ENGINEER Date 6' CHAIN LINK FENCE
PROJ. ENG.. DES. BY: MVID BY: DRAWN BY: (TYPE CL-6 72 FABRIC) SHEET
D.M. K.M.
R IE9�v[E
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DIA
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