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B. M. 7 - 25
SAN BERNARDINO COUNTY S.M. 7-25 t7'N. OF Qe IN'T'ERStCTJON -
oE,%(NV FOOTHILL BOULEVARD AND BAKER AVENUE. DRIVE PIN WITH SAN BERNARDINO
COUNTY SURVEYOR TAG /N TOP OF CURB. ELEVATION /237.596'
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p _ l GENERAL. NOTES
1. ALL WORK SHALL BE AV ACCORDANCE WITH THIS PLAN THE CITY OF RANO 0 CUCAMONGA
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1. _ ._ _ - -_ _ _ _ __ _. _ a _. __ _ _ _-_.- _ _ — . _ __ _ --_ __. __ -- -- � t __ _ _ _ STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT
moo � EDITION. THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR
� ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
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t COMPACTION TESTS OF EMBANKMENTCONSTRUCTION, TRENCH BACKFILL, COMPACTED
\t I ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO
T CITY OF I
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THE RA NG HO UCA A A R/TTEN REPORT WITH P
C MONG W EPO W THESE COMPACTION
QI I TESTS SHALL BE SUBMITTED TO THE CITY OF RANCHO CUCAMONGA'S DESIGNATED
_ _-_ _ _ __ __ - __ ____ _ _ _ _- _. _ _ _ _ INSPECTOR FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AN R
I.
'� AT THE COMPLETION OF ROUGH GRAD/NG A MATERIALS REPORT AND THE PROPOSED
I ti STRUCTURAL SECTION SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE CITY
_ _ _ __- __- __ __. __ ___ __ _. __ ENGINEER FOR REVIEW AND EVALUATION.
2 -t -- LY -- R _-_ _ . . _ 4. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE
CITY INSPECTOR LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
1 � � � � � - - - - -- - -- O) R VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
I
W STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
S1, 5. /F ASPHALT CONCRETE /S TO BE PLACED DIRECTLY ON SUB-GRADE. A SOIL STERILe
REGISTERED BY THE E.PA. FOR USE UNDER A.C. AND P.
C C. SHALL B UNIFORMLY
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APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL P VEMENT4 /\ ! PRIOR TO PAVING. W DTH
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A PERA41T FROM THE CITY OF RANCHO CUCA ONGA WILL ME
REQUIRED PRIOR TO THE B£G
NTNG
OF ANY WORK OR CONSTRUCTION WITHIN THE CITY RIGHT OF WAY OR EASEMENT.
__ __ 7. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KINDAND TELEPHONE R POWER POLE
i t v WATER METERS, VALVES, HYDRANTS ETC.) SHOWN OR NOT SHOWNHESE PNS WITHIN
THE LIMITS OF THIS DEVELOPMENT OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK
JS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE
CITY OF RANCHO C CAMON A. /T SHALL BE OWNERS RESPONSIBILITY TO NOTIFY
ALL AGENCIES CONCERNED.
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j � � � _ � _ __ _ yERr � / � 4 ___ ___-- - _-_ _ _- -- _-- - -_-- -- -- - -- ! � -- - _ _- _ _ _ ___ - � WHEN ASPHALT CONCRETE JS PLACED ON NATIVE SOIL WHICH CONSIST OFA ROCKY
MATERIAL THE
DE SHALL BE
D By REMOVING ALL
KS
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2 T. ` — --�� �� — I - - L I PROTRUDE ABOVE THE ASUB-GRADE AND EALL EVOIDS OR DEPRESSIONS C SHALL I BE FILLED
9 b 1I 12 13 14 IS
WITH A FINE GRAINED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
!• ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORK TO THE PLAN GRADES. WHERE CURB GRADIENTS ARE LESS
PARCEL 2 1 THAN 0.50 OF A PERCENT THE ENGINEER SHALL BE CALLED TO VERIFY THE ELEVATION OF
J; CURB FORMS PRIOR TO THE POURING OF CONCRETE.
to CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER FROM THE
RESPONSIBILITY FOR CORRECTIONS OF ERROR AND OMISSIONS DISCOVERED DURING
t
l CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ,
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S .._ 40 PARCEL l h oro o M h� A ' PARCEL
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AROUND EXISTING TREE
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NO SCALE
CONSTRUCTION NOTES �,���
33' 33 l�CONSTRUCT CONCRETE CURB AND GUTTER- - - - _ - _ /O�-SO L.F. s, �ITN�IRG/No rro.
PER STD. DWG. NO. 902.
./.6' G•5' //' /�' /' //' //' Za-CONSTRUCT CONCRETE SIDEWALK
PER STD. DWG. NO. 309. A07 S.fk. CITY OF RANCHO CUCAMONGA
30---GONSTR UC T A.C. PAVEMENT t AG G. BASE R R.
PER STD. DWG. NO. 20/. — —_ 5729 7.#c' �'���• W ��' `J CONSTRUCT A.C. OVERLAY PER 3 PRO./ECT PLAN AND PROFILE
STD. DWG. NO. 20/.
--- _4 Lam.- oylc�--- ab7�- - Ste. .CONSTRUCT CONCRETE DRIVEWAY APPROACH BAKER AVENUE
v PER STD. DWG. NO. 305. - - - - - - _ - - - _ _ - _ _ 10A.
Ga-REMOVE AND REPLACE EXIST. 4' WIDE
2 _�-' CONCRETE WALK TO PROPERTY LINE. - - - _. - - /V T-A t FROM IIB7' TO 1292' NORTH OF ARROW ROUTE
�.lr c% 8a—CONSTRUCT 2:I TAPER __ ——_ _—_-____ _ _ _ _ _ 36 W. ' PARCEL 2, PARCEL.- MAP No 6011
/ 3 9 4 SAWCUT EXISTING PAVEMENT _ _— — _ _ — _ — — _ _ _ b5 L.F b
ARROW NOUrE APPROVED BY "� DATE /Z-Z4— D
l0 CONSTRUCT TREE WELL PER DETAIL AT RIGHT__ _ _ _ I EA. CITY ENGINEE R.C.E. No. 23889
TYPICAL SECTION BAKER AVENUE II. CONSTRUCT TAPER PER STD. DWG. 406 DESIGN T RA CIVIL ENGINEERS, INC. RECOMMENDED
INCLUDES IEA. TYPE �IV'� MARKER & W57 SIGN-- ——_ _— 90 EA.
T I. = 7 VICINITY MAP E'K' 3164 EAST LA PALMA AVE. IM' �`° �•
DRAWN ANAHEIM, CALIFORNIA 92806 SHEET
NO SCALE `
(,7x14) 632-6935 I OF I
CHECKED `� R.C.E. No.23056 DRAWING NO.
DATE 8 �p �a FILE No./ds-08 3[']