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CONSTRUCTION NOTES AND ESTIMATED QUANTITIES GENERAL NOTES
NO. DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECI ICATION9
FOR PUBLIC WORKS CONSTRUCTION -
CURRENT EDITION.
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE
I CONST 3" A.C. OVER 4" A.B. 62,840 SF 2. ALL PIPELINES ORSUBSTRUCTURESOf ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
2 CONST 6" CURB a GUTTER PER STD. DWG. NO. 303 . (Ma911c1ED3 285 LF VALVES,,-/4C f/Y/7RANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
3 CONST. 4" PC.C. SIDEWALK PER STD. DWG. NO . 310 . 8,212 SF TRACT N0,s 12938 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 3051 9,240 SF 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 4 EA
RIGHT-OF-WAY.
6 INSTALL STREET LIGHT ( 5800 LUMENS H.P. S.V. ) 11 EA 4. 711111 C ry /.t5'wzlAr/Av ar 4wr , '/ Vfmr/,4zr "mmmer_'mll 8'E "'wrrEv /V rr circ
fitsI/wlEiC L/Sr1&4' ALL ArrIx Ole r0 VET//-1:51671E
AN,4ZrS'1e " "Wl? ealll 4LENT Of AaSeEGAIE BASE,
6mcET T,PEES 64 EA.
5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL
BE CONSTRUCTED PRIOR TO PAVING.
6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR
' APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY BTAB/L/rY, D/L L'&rcAlr ANO s/EYE
a. WHM /5/!!'DLf2!A7,;' I AF PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE
SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER
THAN THE NATIVE MATERIAL.
9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
10. 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.
11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE
INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE&7e7irMrAND SHALL BE ACCOMPLISHED IN
COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
INDIRECTLY FROM HIS OPE RAT IONS,AVZ7f/EPGJPif077- [J TACILITIES ARE SHOWN ON THESE PLANS.
13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE
INSTALLED.
14. L'Ort/TACr.9ll !?/I/lY eVA) 'rf//ES' A5' ft7- arEO, 'fd fv&,Or 11 TO Ed'L'A!/.4)/O/I'/.
15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT
12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS.
aE•9ANT/77AFS SHONN ARE AN? PERM/T OM MSES OMY. 16. Nzt -9Mr sTA�t'Es af'.4LL -&r SET BY/&,r l'brt rwelaw a,r F;e ,��m srTel 7 sW&-/ ,BE .sET
AT ALL �Y/•UG'E ff7/�f/lS', EOOE Of I%veNE�f/r^/7/if/r•S' '00vo 3 e 'O.O/ foal Of„SGS-!,',PAGL� ELEl�,4TjOif/
CDNlPACTOR /S 717 OETEiP/I'f/NES /y/S OW QU,4NT/T/E'$ FST 1X11Fej9LSA17noz. gr,4,eES 14Y BE .2
AMP B/D A COMPLETE JOB. �PEWz4,PE1-1 P �Pl1e, Z' IE
Ole-C,IP//� ST�9,CES S'f/ALL BE 1�f/ /II PlP/OSP
M PA//l,UG TO o TI' SPOT Ch�EL'K/.f/(�' al- SUB-aeXA 'Y /•f/S'r°EC'r/OrV �E.PSO�iUEL.
17. IF THE ASPHALT CONCRETE IS 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.
18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
e, rl r• r• DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
C..r. C.D. f rq J P r r f BEFORE SUBMITTING 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.
g L7'C�Si'll*!7?� IXTI'7UT IIErT/l3'
�M. S6/7 � _ - 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES.
_ - 20. STREET eldwS' PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
EX19,rlAla /iy1PROYEN7.f /ER o/N. 66/7 _ CONSTRUCTED AT EACH INTERSECTION.
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"!"III s//All QE /'Irz-ar/wzq xv ACZ"O.PL74 ere- mol,,, ^weel-O' .007 1'?11YE�lE�I/l I-xrrS' )%e2S;/
'r 'fir TRACT %�4GIUNDA.PY t UTeSC/OiSf1, F/ L /,r,/,r,44// Afi'PYTO L --A/,/Ee2 , E
r�A�r BOL/rf/DA�PY , ,
,4CL UT/L/l/E5',F/iE'F f!►�Ui7,DiC/I'S, Sl�'EET G/Gf/T6,itil�!/L �?Oil'E'9,STC. 6f/,4GL F1E rdLACE17
J !D // /? /3 /f /5 /6 /7 /8 19 TO I 3! N 3? 37 '38 39 4V 4r/ 47 111 04 45 f7
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I M/NERAL PEAK _ COUTr MAMMOTH PEAK Ct�UiPT
Z9 34 PRIVATE ENGINEERS NOTICE TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASS
v .� � � -�� � � ��"- � 3l ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
�I 9 8 7 5 4 3 ? / � 45?5 7 C7l W 6 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS
I1tw \ J �v AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL
r R - ODP
� WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
- -TI \ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE
'rwnl ! PERFORMANCE OF WORK ON THIS PROJECT.
197iTF.ET S/GN(1Y. � / / I I QOUNOARY � ��
I ! ( I I I /� / I ( l � Ste^ !"lYP) \ \ THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
I I IMMEDIATELY TO THE I I DESIGN ENGINEER FOR RESOLUTION PRIOR TO
CONSTRUCTION, AND SHALL BE
E,t'/ST/SVG /rN/�OYEi1�1E,vT3' / \ �DlfEryEiUls \
RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
PES �M. 86/7 �� M 6617/ ET L/G'f/rrTYP.�
ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS
r r rWERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
2 �
6- e CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN
ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR
1 NOT SHOWN ON THESE PLANS.
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CITY OF RANCHO CUCAMONGA
CAL. m2/ BA /SAN ST.
[El/EL 0.04 (7/4)5Z9.2889 (7/4)529-2070IN
L/NE,__ 77r 7.7''S -- /��' S0&oorhE�eAoI ri�L/fD•P41W "Isom/ L'O/1114 Y� FOOT�/LL fs✓r `� F� STREET IMPROVEMENT PLAN
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A.o; O/VTi9R/O, CAL. 9/7/ F E � TITLE S H
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FOR
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rr�ic,�� sEcrio�v RA1vC1,V e4le&Y0109A, CAL. 91730 Q TRACT 12 93 8
(7/4) 987-259/ li
IRf' AA, 4MICT DEVELOPER : alX&TAV TELE�iyO/l�E l'O/1�i9r1/I'/ � � APPROVED BY DATE 2'Z
80 LocG'sr moo. Box 2920 - -_- CITY ENGINEER R.C.E. 23889
RA/rt/DON /wLLf CD!/.Pl MARLBOROUGH DEVELOPMENT CORP (600) 422 4/329/7GG fi DESIGN REC NDED
EL C/9�/T�/I/ O/P2029 CENTURY PARK EAST /�i9L'/F/C QELL eampli9�t/Y-
• �, ✓.✓.�. HALL & FOREMAN 1NC.
1YI/9/f9/y101H �EA,C CDU/Pl LOS ANGELES , CA. 90067 3 3 CO,PD.w00 97 �+ DRAWN 3186-L AIRWAY AVE. SHEE7
AN.9h'E/1-fCA. 92807 JBM, COSTA MESA , CAL. 92626- 4675
(213) 553 - 5153 (7/4) 9 9 9�5to39
vlC'//y/.r..'IWP � (714) 641-8777 1 OF 3
A107 To SCALE CHECKED .S R.C.E.NO.?557/T DRAWING NO.
'��L• DATE M'4r/3, /985 FILE NO. �l09
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