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CONSTRUCTION NOTES AND ESTIMATED QUANTITIES
GENERAL NOTES
N0. DESCRIPTION QUANTITY UN11
TITLE SHEET FOR
1. ALL WORK SRALL BE DONE IN ACCORDANCE WITR THESE PLANS, THE CIlN OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIONS 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. 47,540 SF STANDARDS AND SPECIFICATIONS.
Z. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
2 CONST 6" CURB 8s GUTTER PER STD. DWG. N0. 303 .(MODIFIED). Z,�GO LF VALVES,A7A-S ,7'M%1V1S , ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
3 CONST. 4" P.C.C. SIDEWALK PER STD. DWG. NO. 310 . 5,530 SF- RAC N0,s 129 3 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. N0. 305 7,755 SF 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 4 EA TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT-OF-WAY.
INSTALL STREET LIGHT (5800 LUMENS H.P. S.VJ 10 EA 4. PRIOR TO INSTALLATION OF ANY PAW%, A MATERIALS REMRT SHALL BE SUBMITTED TO THE CITY ENGINEER
LISTING ALL TESTS OR DETERMINATIONS ODMPL.ETE17 TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT
OF AGGREGATE EASE.
STREET TREES 56 EA
S. ALL SEW , WATER, ELEL IC, CAS, PHONE OR OT'RER UTILITY'LATERALS, YARNS 01 CROSS2NGS SRALL
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
T WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR
I APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
J,r Vv 7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL ODNTENT, AND SIEVE
ANALYSIS OF ASPHALT PAVING.
11 4
• 8. "EN IMPROVEMENTS ARE M 6E RACED ON NATIVE SOIL WHICH CONSISTS OF A,ROCKY NATERIAL, THE
SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND
r` l
J®1fNT3 T 1 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER
1ER PA4' 1%17THAN THE NATIVE MATER
IAL.
CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DL`VELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
E
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO�R1` �\
\ K t� � \ I0. WORK SITE AND EX THE CITY ENGINEER FOR APPROVAL.
e PSA J EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE,
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
a L , REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE
}' •' �� I4 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN
rt COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
/ 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
�~ ! /r I '� J q- A r J�.a3 J SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
f/ / TA. "'b3'IAt/DA/fy INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SHUCK FACILITIES ARE SHOWN ON THESE PLANS.
J 13. SHADING ON STREET PLANS INDICATE A. .
I t C PAVEMENT, DETERMINED BY STRUCTURAL SECTION BE
Tr` l /J �D 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR 1U EXCAVATION. '
.rr? 1131 � J'f 2�� / ' 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40x SHALL BE STAKED WRH V OFFSET$ AT i2.S' INITRVO..t N., PLACE 3/a" (OWER, PINS AT ALL EXPANSION JOINTS, '
/T Irdit' /SIT fU�CP t3 dIPL1' \ 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR EW6INEER. WNG SMKM SHALL ISE SET AT ALL ME FOTM
MMCTAR /S 727 AF7FPM/NE H/S MY QUANT/T/E.S
Jam ,. _ 5 MGE OF PAVEMENT POINTS WITHIN 0.01 ' OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. ADDITIONAL STARS
AN B/D .9 CO/`1PlETF �/OB. coy J ' K4Y BE REOWRED BY CITY ENGINEER AS NEEDED AT WARPED 09 Yk-RTrAL CURVE AREAS. 50-GRADE STAKE5
3Tif 'T - -- _ SHALL NBE IN EL PLACE PRIOR TO PAYING 1b PERMIT SPOT CHECKING OF SU5-GR4DE DY INSPECTION
17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE
Ywer TT-
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
s� RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
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27 6o e 2 a I8. 'ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
/ / V DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES S
Q HALL BE CONSIDERED AS INCLUDED IN THE ,
/ OTHER ITEMS OF WORK.
r 1!. CITY APPROVAL DOES NOT INCLUDE WATER -OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES.
1 9 \ 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
CONSTRUCTED AT EACH INTERSECTION.
t1. PAVING SHALL bE PERFORMED IN ACCORDANCE WITH R-VALUE AND FAVEMENT TESTS TAKEN TO
,• -� SEE 5FIEG I - 8 DETERMINE STRUCTURAL SECTION5 (PRIOR TO FINAL PLAN APPROVAL)
rl oz urlemee,FIA*,e f/Y/7v4C/m,S'r,,EEr G/owne, k"Ie- oarE6,Ere. SN.QCL /1E PGACEl�
•'� _ r1Ef//�t//7 THE 6//JEW.4L,(!
aW/1/ER PASS cr
'47 45 Gw
Q \ lR2VATE LrAG'IIQEER'S NOTICE TO CONTRACTOR
,
- Z CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AIM. _ \ COMPLETE RESPONSIBILITY FOR JOB SITE
y, CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS
/!5P P.M. 6G/7 / �f.__, AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL
� -
\ C1' WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE
-- � r�h!J--^�� PERFORMANCE OF WORK ON THIS PROJECT.
/J �J� �h
THE
CONTRACTORELY TO THE SHALL BE RESPONSIBLE TO REPORT DISC'RE, CIES'PANIN PLANS AND/OR FIELD CONDITIONS
ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE
RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
1 � �
I
+i ENGINEER'S NOTICE TO CONTRACTOR
11111 .
THE EXISTENCE AND LOCATION OF ANY UNUMRGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
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 TARE DUE
ttoLx
MA PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR
NOT SHOWN ON THESE PLANS.
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L'AL. 9/76/ - - -- - - - TITLE SHEET
986 -586/ ',4iLAr1/O AVE.
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- /06A RK CO�n , 3`C MARLBOROUGH �MON.9, CALZ60 S. r�9 7G� ox2920 CITY ENGINEER R.C.E. 23889RIMES ISM( COURT DEVELOPMENT CORP. (BOO) 422- ¢/32 � DESIGN � RE MENDED
2029 CENTURY PARK EAST /�.9C/f/C ffalz eamp. ly. �� M HALL & FOREMAN, INC.
DONNER PASS COURT LOS ANGELES CA 90067 s 3 Coeo.c/A0o ST DRAWN 3186-L AIRWAY AVE.
XEMF PE4K PLACE' ANi9HE/M CA. 92807 SHEET
1 ) 999 51,39 6.F COSTA MESA, CAL. 92626- 4675
(219) 553-5153 (7/9
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CHECKED Of I
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DATE T'8��5 9BZ
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CURIE DATA -
d R L T
KETTLE PEAK PL 2 3°/9 '03" 9/5.00' ?4.03' /7.07' U 95°.55,15• 45.00' 75.34' 49. 9/'
B 79'55'5/" '10.00' ?7. 90' /&.76'
CONSTRUCTION NOTES C /09'57'3&" a0.o0' 3G.&/' 'ZG'°/' CITY OF RANCHO CUCAMONGA
/�-- G2')►�/ST. 3" A.0 OVER 41'A& 0 22'3(0'22" 200.oo' �e 9/' 39.98'
2 - CONST 6" CURB 61 GUTTER PER STD. DWG NO. 303 (MOD/F140- ao•2G'i�" ?/foo' 49." 39.30' - DONNERPASSCOURT PLAN FOR
PROFILE
qY�--'
CONST. 4" PCC SIDEWALK PER STD. DWG. NO. 3/0• 6.5-z/ 33" /8 .'Q01 49.64' 14.'ZZ'
4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 (W=I6' UNL ESS SHOWN OTHERWISE). c Gs�Z/; ,0� /so. 10 ; 171.10 ', 0 .22' KETTLE PEAK PLACE 8�
a5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 4OZ . 55 5/ 40 /37.00 128. 57 G9 98
-- , 45'/1'32" / 8.00 152. 5711 69. 9?' :DONNER PASS COURT
6�- INSTALL STREET LIGHT �SBOO LUMENS H.P.S.Y). 2/'59'36" G2oo' -zaoo' /?.05' TRACT NO. 12943
/56'35'40 58.00' /58. 57' 280.00'
SEE GENERAL OTE N0. I )
95'55'/5" 27.00' f5. 2o' '"94'
�/'10'/6" 67.00' 33.73' /7 29' APPROVED BY DATEZ-
g• 00'si" 68?.00' Ss. �z' Z797 ' CITY ENGINE R.C.E. 23889
0 /7'59'53'' 700.00' 2/9.a9' //49 -46 ' DESIGN RE MYENDED
01 //'00 37 ' 719.00' /3Q 97' 69.70' JB.M. HALL 8r FOREMAN ,INC. �,�' _
r2' 0¢'3o" c.0.00' T¢33 ' Z9 3/' DRAWN 3186-L AIRWAY AVE.
2¢' /i'/5"' 60.00' 25.33' /2.86' COSTA MESA, CA. 92626-4675SHEET
s 253 05'3¢' 40.00' /76•&9' - G.F. � AM (714)641-8777 3 OF 3
T 23' ¢013'0" 1 /965.40' 1 8//7' 4/•/7 ' CHECKED . =
• .C.E. N0. 259/7 DRAWING N0.
J•15•M• DATE 7-8.85 FILE N0. 9B2
JN 3470