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1: 1. 11ACT -.1s0o 141 1
CONSTRUCTION NOTES
GENERAL NOTES
IN THE CITY OF RANCHO CUCAMONGA & ESTIMATED QUANTITIES
y I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, TIIE. CITY i I�. — INSTALL 18" RCP D-LOAD PER PROFILE OF RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO. STDS. AND
SPECS. AND STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION CURRENT 2�-- INSTALL 24" RCP D-LOAD PER PROFILE ! CC—1 i
EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
i RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 3a-- INSTALL 27" RCP D-LOAD PER PROFILE
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT HIGHLAND AVENUE 4� REMOVE BRICK & MORTAR PLUG
II
SHOWN ON TiIESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 5�— �,CC1,rOV� E;}(!SZ'YN�„ Z�1•• ,(`� s (�
R EMOV EU, R ELOCATED OR PROTECTED IN PLACE AS R EQUI R EU AT NO COST
OT
TO THE CITY OF RANCHO CUCAMONGA. 18 A
iTHE3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 17 P•N► 10185 6a— CONST. CATCH BASIN CITY STD. 502.
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR
I CONSTRUCTION WITHIN TIIE CITY OF RANCHO CUCAMONGA EASEMENT OR I� 15 7�-- CONST. CATCII BASIN CITY STD. 504.
RSE OF-WAY, 14 9 8. CONST. MANIIOLE STD. 510. Q �-iA,
13
4. ALLLL SEWER, WATER, ELECTRIC, GAS PHONE OR OT-IIER UTILITY LATERALS, loJ 12 11 10
MAINS, OR CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING.
5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM Q W 99.. -- camgz�'✓GICVCreoIV ol-e KY erc- b'19--itc lr
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION �,Ar 8 Z S1"�7. X0.9 �•�,
I DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED 20
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER MAT. w 10 �'OAIC. C-ACAS&MGIVT CSM ? l'l�ldC!;O�'
FOR APPROVAL.
Me-677 eV OrZ�--r`Sltct3G1T'AcCX' !N �4C`COh`tCh4M'L
7 Q �'"l'Cll}'(Sl�►7. 513. �!( CC's
6. WORK SITE AND EXTERIOR STREET SHALL BE IN NEAT, CLEAN HAZARD 91; 21:) 30
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 21 U
CLEANED UPON REQUEST OF THE INSPECTOR. 1 40 4
7. ANY' CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL Z 28 31 6 i
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR O 22 > Q 42
V
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCII FACILITIES 2 2-7I
ARE SHOWN ON THESE PLANS.
5 !
8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. L¢L 23 J 32 38
9. ESTIMATE OF QUANTITIES IS PROVIDED BY 1-11E ENGINEER ONLY FOR THE �� 43
CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS � 2�0 � 4 i
OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
i
A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 33 37 44
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 24 O Y
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. n 3
10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEINER SYS"TEM AND 2�j R, 3(0 Q J y
ESTIMATE OF QUANTITIES. 34 45 Q i
H. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE
AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE 3 2
RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE UTILITIES OF
EVERY NATURE Wil ETHER SHOWN HER EON OR NOT AND TO PROTECTTIIENI KFNy�N 35
FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COSI OF 4G
REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. LlN� I
I
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12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR ,0•• y
ii
CHANNEL.
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INDEX MAP WILSON AVENUE
1" = 100'
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< < < PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
1 HIGHLAND AVENUE STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF
Pft
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 'THERE ARE NO
PROJECT
DEER z EXISTING UTILITIES EXCEPT AS SHOWN ON 'THESE PLANS. THE CONTRACTOR
19TH ST. CREEK �••..Y U) IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE
V z CHANNEL M W UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
j J U PLANS.
_ ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT
SO. PACIFIC RAILROAD ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC
IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY s
BASELINE ROAD WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS".
THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE TN ANY WAY FOR THE
VICINITY MAP CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE
"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF 'THE U.S. f
DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". f!
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I
RESPONSIBLITY 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 y
UTILITYCONTACT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS NEGLIGENCE OFTHE OWNER OR ENGINEER. I
PRIOR TO EXCAVATION:
GENERAL TELEPHONE COMPANY: (800) 422-4132
280 SOUTH LOCUST,
P.O. BOX 2920
POMONA, CALIFORNIA 91766 f
SOUTHERN CALIFORNIA EDISON: (714) 529-2070
2191 EAST BIRCH STREET (714) 529-2889
BREA, CALIFORNIA 92621 DESCRIPTION OF REVISION DATE CITY
APPROVED +
CUCAMONGA WATER DISTRICT: (714) 987-2591
9641 SAN BERNARDINO ROAD CITY of RANCHO CUCAMONGA
RANCHO CUCAMONGA, CALIFORNIA 91730
STORM DRAIN IMPROVEMENT PLANS FOR
205951i TRACT 14121
* -:cD.9 30-93 t
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t�r L1`14/• '' oc
APPROVED BY: DATE.
CITY ENGINEER R.C.E. N0. 2239?
BENCH MARK B.1A. 163B DESIGN &NMORSE CONSULTING GROUP RECOMMENDED Ff
ELEV. 1297.297 PLA.NNING • E,N'GINFERING . NURVEYING Q4� io O
Jfie 24' EAST OF � ETIWANDA 860 IRVINE BOULEVARD,SUITE "201
AVENUE AND 40' NORTH DRAWN 1NE,CALIFORNIA92720-1999 SHEET
WILLIAM LYON
LYON $540 ARCHIBALD SUITE e OF (. BASELINE, SET BRASS ( 730 7117 I Of
. FAX (714) 730 7260
RANCHO CUCAMONGA. CALIFORNIA 9IT30 BENCH DISC. IN TOP OF Z
NE END OF A 4'X2' CONC. CHECKED QDRAWING NO
BOX CULVERT. C61-Ir i.
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comsrmaorlow Norc-s `$�0 �g �0 ��
9CITY OF RANCHO CUCAMONGA
�, .") C0 *v $ • �OFESSION STORM DRAIN IMPROVEMENT PLANS FOR
z 8 3� t 2 � °� t��, �'± k CURVE DATA tl c, �F� Y C.Mp- F
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�$ 33493
TRACT 14121
® trC t01 �olr�ct� (V 6f a ea°3G 'lo'' 9. z-o Z'53•t2' az ZS .� sr ccnrlt .�
@5 -- erc-'MOk�' G'XCSr 2Q erc?-
Gr� COM6Z' CWCH ca40eeV 2rG,r Cllr' � QSO�Z c G°la'3G " a3a' �c� 107.'5z ' $4.C�1' a 'lf OF CAt1E
?�- CUMSt CAZCE>' 13R51N lbC--'1"f CIrY SZ"cC) SG�1. D GO'00 GAO" ZZ.�C� 23.SG ' t2.�9�9' APPROVED BY: �/ `/� DATE: 6. / `�. l
@��_ CONSZ" A�ANNCKC tch'C�rY �SZ2`J- 1510. E -ae 42' 33" 22.5' 15.20' �1DIO' CITY ENGINEER - L ( V - R.C.E. N0. 2���'
DESIGN MORSE CONSULTING GROUP E��MMENDE D��0 CoAtiSr. Jucv�Crtoly Srzec�cr lr - Clrr g� 9 -01 -@) COAC. e_--&CA0(_:MC-xVr e-VrCkit M�-MAd4-- Oe-- ⅇd; e0 d PLANNING • ENGINFFRING • SURVEYIN'G !. -{ t o
M L5(-?r-fir &,/43GlPACC-,/NA0=r(a4ltiCC K'lCllr DRAWN 4866 IRVINE BOULEVARD,SUITE•201 SHEET
sr20. s&3
IRVINE,CALIFORNIA 92720-1999
CG (�1�30-7117 . FAX((71,4))730-7260 Z OF Z
CHECKED // A. DRAWING NO.
DESCRIPTION OF REVISION DATE CITY
APPROVED `C DATE ILE NO 1396 _D
N�G-'Cr SNC_-( =r Av. y Or 11