HomeMy WebLinkAbout1688-D BLNCH MARK NO. 148—B
AT THE N.E.C. HIGHLAND AND
ETIWANDA AVENUES, 66' N.
120
o HIGHLAND AVE.,24' E. OF qETIWANDA AVE. AT THE N.W.C.
IRACI o OF 4'x8" DROP—IN—BOX FOR
DRAIN CULVERT, SET STD. BRASS
N00
1 DISK. ELEV. 1432.612
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IN THE CITY OF RANCHO CUCAMONGA
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GENERAL NOTES
OU U 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT
.., EDITION, INCLUDING IT'S ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR
W WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
Wl2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
> C VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY
Q WILSON 24TH ST. LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED,
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
V
U 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE
I ('1> Cl) PROJECT SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
y DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN
F_ LOCATION ON THESE PLANS.
Q Q Q �— SUMMIT AVE.
it Q cn 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT
LV Z 0_j
PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
w J RIGHT—OF—WAY.
J j
M Q 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE
SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION
SUMMIT HIGHLAND AVE. AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY
AVENUE - - THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS
w SHALL BE CONSTRUCTED PRIOR TO PAVING.
SILVER SADDLE W �Q$ v z 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
�2 AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
DRIVE Q 1- X81 J cr WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER, FOR
U a W APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
LL1 �0 11 0 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER,
SLISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND
v3 GRADATION OF ASPHALT PAVING.
Y
O W VICTORIA ST. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER,
W LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF
� AGGREGATE BASE.
Q SADD EHORN pR� VICINITY MAP 10 STRUCTURAL SECTIONS VING SHALL FORMED IN(PRIOR TO ACCORDANCE
FIN oR PLAN APPROVAL).ALVE AND PAVEMENT TESTS TAKEN TO DETERMINE
F 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL,
W U THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE
0 Q AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY
J BETTER THAN THE NATIVE MATERIAL.
8 I 12. IF THE ASPHALT CONCRETE 1S TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY
THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER.
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
LOST TRAIL T. A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
> 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH
INTERSECTION.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER 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.
16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
Q 17. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AND THE FOLLOWING UTILITIES
O AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
RUSTIC OAK CT.
G= STANDARDS USED QUANTITIES
CONSTRUCT CATCH BASIN PER CITY STANDARD DRAWING NO. 300 4 WIDE — 6 EA
Q O 14' WIDE — 1 EA
l
21' WIDE — 2 EA
28' WIDE — 2 EA
CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 307, CASE A 1358 SF
(D INSTALL 18" RCP, D—LOADS PER PROFILE 218 LF UTILITY CONTACT
INSTALL 21" RCP, D—LOADS PER PROFILE 41 LF
INSTALL 24" RCP, D—LOADS PER PROFILE 184 LF CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS
7 DR INSTALL 27" RCP, D—LOADS PER PROFILE 45 LF PRIOR TO EXCAVATION:
8 sHeET 2 INSTALL 39" RCP, D—LOADS PER PROFILE 335 LF
A
INSTALL 42 RCP, D—LOADS PER PROFILE 277 LF GENERAL TELEPHONE COMPANY (909) 949-8108
✓�/�� C 1 0 CONSTRUCT MANHOLE NO. 2 PER CITY STANDARD NO. 319 2 EA 585 N. MOUNTAIN AVE.
6 CONSTRUCT MANHOLE NO. 1 PER CITY STANDARD NO. 318 1 EA UPLAND, CA 91786
CONSTRUCT TRANSITION STRUCTURE PER LACOFCD STD. DWG NO. 2—D188 1 EA
sy CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STANDARD NO. 331 5 EA SOUTHERN CALIFORNIA EDISON (909) 986-5861
7951 REDWOOD AVENUE
5 4 3 2VATE ENGINEER'S NOTICE TO CONTRACTOR FONTANA, CA 92336
PRI
•
7, — — (909) 592-1799
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON SOUTHERN CALIFORNIA GAS CO. DE9CR1PT10W QFfIEYlS�IV DATE C(TY
1050 OVERLAND COURT APPROVED
EXISTING STORM DRAIN THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE SAN DIMAS, CA 991773
TRACT NO. 13812 I THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR� CUCAMONGA COUNTY WATER DISTRICT (909) 787-2591 CITY OF RANCHO CUCAMONGA. I STRUCTURES NOT SHOWN ON THESE PLANS.
9641 SAN BERNARDINO ROAD
LOT A ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL RANCHO CUCAMONGA, CA. 91730 TITLE SHEET
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
CD PUBLIC 1S PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION STORM DRAIN PLANS
T - SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
ro
HIGHLAND AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE
U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". TRACT NO. 14120-3
3
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE rye,
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS QROEEss,oHq APPROVED BY - T DATE— c ��
AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ��° /OAR/( < CITY ENGINEER _ _ _ � � � _ ' . � c RCE 249.5.4
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE m` �
DESrAN
INDEX MAP ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, Crouse Beers & Associates, Inc.
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. � No. 39aos A TD.ArI
v Engineering * Surveying • Planning * Construction Management
Cr * Exp. 12-31-01 * 9 9 0 9 9 9
1700 Hamner Avenue, Suite 104
SCALEs DRAWN Norco, California 91760 BI-1EET
: 1 = 200 P (909) 736-2040 Fax (909) 736-5292
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CA
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Dobert M. Beers � R.C.E. 3DRA%M NO.
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R.MR DateY s X949 Expires 12-31-01 Q Q_
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AT THE H•E•c- HIOHLANP AVE.
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1400 p )400 , OF CONNECTOR PIPES TO
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CONSTRUCTION NOTES
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I°hI��q T APPROVED BY: - DATE:
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Yi l�1 !K A- !13 ?� t C►vl� Pr\' T.D-M, CROUSE/BEERS i ASSOCIATES, INC.
�' •.!=E J�FO MM AM Of
DRAWN u'� n" osrYAAMIN•3s•W FAX MW M4WW SHEET
Civil Engineering x Surveying . Planning
_MANHOLE DETAIL P A P 2 OF 3
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PROJECT SKEET NO. OF
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PRIOR TO CONSTRUCTION �// � �cA1.cs VERT, 11"-4'
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UCAMONOA
I 2 I - I C.B. NO. U .;
0.6' I t.b r.g I DESCRIPTION OF REVISION DATE CITY
0 fDO• I APPROVED
G•d ND. Er
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= Quo �`' M• sTRACT N0. 14120-3
I A
a Nr�•c-39ap5 ��.^'.t APPROVED BY: -� DATE! "
• n Exp. 12/31/Q1 V i
CITY ENGINEER � - ` �Cc.?�L� \ : i �� R.C.E .N0. 24953
-CO NST J.*.wa 2 Iot R eM 331 STA• 0 f 06.00
A=�� S� CImm �* DESIGN REC
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