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T THC P=ITY OF RANCHO CUCAMONGA. A WRITTEN �EPORT WITH THESE COMPACTION TESTS SMALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL
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IS. AT THE COMPLETION OF ROUGH GRADIN#, A MATERIALS REPORT AND THE PROPOSED 6TIIUCTU9AL SECTIO JOALL BE 8UAIIIIITTED BY THE TRACT ENGINEER TO
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REVISIONS DESIGNED BY A•E. - IEC.
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QUIRED AT NO COST TO TME CITY OF RANCHO CUCAMONGA,
35
S. THE RESPONEI�ILITY Of ADJUSTING MANHOLE COVERS, PAYING REPAIR ANO PArIA{ OC�fCEME)IT IY CONVECTION WITH SEWER ANO WATER' LINE INSTALLA- '
It
TIONS MILL BE THE RESPONSIBILITY OF THE OWt1ER, AND SHALL BE ACCOMPLISHED IN ,'iMPLIANCE WITH APPURTENANT ORDINANCEC.
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See DetaiIon Gradin Plan
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RR NN � }}�� !!� EE ��pp pp ,,tt � TOI
»� ISTOINGRFAC�LI INDIRECTLY FROMLHIA IOPERAMSONS,WMM �RT SUCHAFACIBLITOESLAREES
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ESORESU6Twf1GKD�RETCTLP OROTn€R OT OWNIONETHE�SIEAPLANS
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5. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT ON ABGRESATE BASE TO BE INSTALLED.
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6. A PERMIT MILL bE REQUIRED FROM THE CITY Of RANCHO CUCAMOVGA ENGINEERING DEPARTMENT 001" TO- ANY ENROACIMENT OR C I RUCTION VITNIN CITY
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OF RANCHO CUCAMONGA EASEMENT OR R18HT-OF-WAY.
1.
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7. ADEQUATE STAKES SHALL BE SET BY THE EMG}NEER TO ENABLE THE CONTRACTOR TO CON•3TRUCT THE WORK TO THE PLAN GRADES.
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8. SUB -GRADE STAKES, DRIVEN TO THE PAYEML�NT SUB=GRADE ELEYATI011, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL rE BET AT Ell
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HINGE POINTS, EDGE OF PAVEMENT POINTS AND CROWN POINTS WITHIN 0.01 F00T OF SUB -GRADE ELEVATION AMD AT NOT MORE THEN 50 FOOT INTERVALS.
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ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VORTICAL CURVE AREAS, SUB -GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT
i
CHECKING OF SUB -GRADE BY INSPECTION PERSONNEL.
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8. ALL SEWER, MATER AND SAS LATERALS SHALL BE CONSTRUCTED PRIOR TO PAVING.
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10• COMPACTI011 TESTS OF EMBANKMENT CONSTRUCTIC11 TRENCH BACIIFILL, COMPACTING OR1810AL DROUND AND ALL'�1111-9RhES SHALL BE tERFORIAE1f AT 110 COS
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T THC P=ITY OF RANCHO CUCAMONGA. A WRITTEN �EPORT WITH THESE COMPACTION TESTS SMALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL
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P IDR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
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I1. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SMALL BE SUBMITTED TO THE CITY EIIGINEER, li>1TIN8 ALL TE�TS OR DETERMINATIONS COMPLETED
3__..
TO YER I FY
- 41 -' - . • --5- _. _
(A) R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
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(B) STABILITY, OIL OONTENT AND SIEVE ANALYSIS Of ASPHALT SURFACING.
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12. WHEN ASPHALT CONCRETE IS PLACED ON IIATIVE FOIL M11ICN CONSISTS Of A ROCKY MATERIAL, THE SU>�- #AVE SHALL IE PREPARED BY REMOVII4 ALL ROCiM-
MACH PROTRUDE ABOVE THE SUB-GRAbE AND ALL VOIDS OR DE►RESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE
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NATIVE MATERIAL.
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IS. AT THE COMPLETION OF ROUGH GRADIN#, A MATERIALS REPORT AND THE PROPOSED 6TIIUCTU9AL SECTIO JOALL BE 8UAIIIIITTED BY THE TRACT ENGINEER TO
THE CITY ENGINEER,
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FOR REVIEW ANO EVALUATION. APPROVAL MILL BE 81VEN WHEN ALL STRUCTURAL E UIREMENTS HAVE BEEN MET.
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14. IF THE ASNALT ,CONCRETE IS TO BE PLACED ON SUB-0RADE A BOIL BTERILANT RE618TEkED BY TNf E:P.%. FOR USE UNDER A.C. ANO P.C.C. SHALL BE
2 i
UNIFORMLY APPLIED AT THE MANUFACTURER�b itECOMMENDED�RATE FOR THE FULL PAVEMEIIT WIDTH PRIOk TO r#PING.
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15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE bF'THE DEVELOPER. THE CONT SHALL MAKE MIS OWN DETER-
ANT
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NATI F NSTR CT T ES BEF RE S BMITT G A B D ANY T F
C R„
MI ON 0 0 U ION pU I I 0 U IN I I EM 0 WORK REQUIRED BY THESE PLANS W IC IS NOT SPECIFICALLY LISTED
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IN THE ESTIMATE OF QUANTITIES SMALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
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16. CONTRACTOR SHALL NOTIFY SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT, MR. IDB STALLINGS AT (!IS) W-2716, FORTY-EIGHT (48) NOURS BEFORE
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COMMENCING CONSTRUCTION.
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. .iESTIMATE
OF OUANTI TIES
/TEM DEWRIPTION UANTI UNIT REMARKS
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R SITE REPARATION
i. 2 EXCAVATION B GRADING
, 3. 0.301 A. C. PAVEMENT
0.5o AGGREGATE BASE
: 5. P.C.C. CURB 8 GUTTER B" C.F.
KE "
11
0.
». SIDEWALK DRAIN
., V A R ACH
10- BEET LIGHTS
.... STREET TieEES
N W W � , sc' 24' �.+• .
mu - SAWCUT TO�t 3TRAIGN'T EDGE soa-
/3 varies 4' varies ..
` ` CONST. r.C.C. CURB B BUTTER PE 4 'to /9.5 /L to 0.5 Z .
Magnetic Anode Test Sfa-S.CV. V. M.W. D.
PTS. Box- S.U.V. M.W.D.
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CITY OF
RANCHO CUCAMONGA
�t+evvEa er 319d Z -Z7-7
CITY ENGINEER C. E• No. DATE
L.S.
L.S.
L.S.
L.S.
azo/ -7
S F.
r Ieal Section
e&/7
S. F.
perTypical Section
373
L • F.
per Std. 115
960
5. F
per Std .109
35
L. F.
r Std. I17
L.S.
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See DetaiIon Gradin Plan
Std. 129
2
EA.
__per
Tobe in3ta11e b S•C.E. •
4
EA.
Z2
I- .or
I ,025L OErd/,L -TN/5 0"<rv.
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W
-W _ W W t
v am ; » 11MIL I NE ROAD 1
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PROJECT SITE-` = r
114er L
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ARCS 1 U_
T 4» W !
V. M. 4845 1 1 =
s P.M.B. 89/79-80 TENT TRACT
N0. �q 31
( CIS
�x t , j' STD. 115. e.0 F '" R SEE BRRD I R6 fL�l FOR
wS ADJACENT SIO PES.
VARIES -2x MiR. _'&_J •0P
'CEdTNEit 3__ . !'- 'J. ..4 : r A. a. p e %� :�: CONST. 4" THICK
Ex.Rzdt 7b Ek�s7. , s•,,* .;e.� .• 0 MEANDERING P.C.C. SIDEWALK P .
CONST. O.Ad A.C. ►APEMEN STD. 109. ��
4t
CDNST�'�S�I�sAL' SECTION
SCALES: H: I" = 10,
V: 1" = 41 .
___. _ . _ _, - . _ .__,__., ._AI BASE LINE ROAD
y ST'A 11+1`9 - STA 26+50 V '
BENCH MARK No. ELEV. 1433. 5G PLAN AND PROFILE
LOCATION: ;
FD., CHM,Lft "X" ON EA51` END CURB R1`T(IRN STREET IMPROVEMENT FOR BASE LINE ROAD
�aSELINE AND GARNET. PARCEL 1. PARCEL MAP 11345, P.M.B. 39/79;86 .
. -L
VICINITY MAP
APPROxiMATE SCALE: 1" = 500'
0
... . . .
1
SPECIAL NOI'E FROM PRTVATE ENGINEER TO OONTRACTM
. Contractor igrees that he shall assume sole and complete responsibility 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 i
working hours; and that the Contractor shall defend, indemnify and hold the Owner and
the Engineer harmless from any and all liability, real or alleged, in connection with the
. • . • __ performance of work on this Project, excepting for liability arising from the sole negli-
Sence of the Ownef or the Engineer.
PREPARED BY
ASSOCIATED ENGINEERS S" °F -L-
319 EAS? `E" STREET ONTARIO . CALIFORNIA ?14-"$ - jell
"Q_ Z-"-7.9 pao.l>:cT po.
Cl ?bB011f DATE iia• No.
. -_ _
71C -45-s-