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P L A,, . 3 4 5 6 7 8 9 10 GENERAL NOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN ANO THE SAW KRNARDtNO COUNII STANDARDS AIM SPECIFICATIONS.
SCALE I =4Q
� Mwrr_ u.wvrn•. nrn e1u >srntllnn.YA pAtfNTv !TR �RA7 _1 rn QMH •t!►l l t /YTf I• wT.f.r
. • tiVIIlf1T-" 1PiT R -tRfEfCO'CbTYtlR•r-
CONSTRUCTION '�$ a. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN
BENCH MARK OR NOT SHOWN ON THIS. PLAN WITHIN THE AREAS WHERE IMPROVEMENT WORK IS TO
I. Construct P.C.C. Curb and Gutter per Std. No. 115. HELMS AVE. (EXISTING) �EHEDOpNy�EN RSgHARLELg BpEN REgMIOVIETDy 0T RNEOLOCFAYTF�DLLASgREN UIRED AT NOECpOST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. IT SHALL eE
4. THE RESONSIBILITYIOFLADJUSINGTMANHOLE COVE ESP&ONNGRREPbIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION
Found chiseled "o n Of Curb Y t SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED WITH COUNTY
Return at intersection of Q.. Construct 0.251. A.C.. Pavement over 0.33' CIass II Aggregate �� I ORDINANCES.
Hellman Ave. and Ninth Street. Base' 1k . Ar '� t9�' SII Q?• �' I c�� b.
o • �a
Elev. 1120.075 Z -oma Q. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALLIBE SOLELY RESPONSIBLE
06 .Z FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM MIS OPERATIONS, WHET,iER OR NOT SUCH FACILI-
CONSTRUCTION BELCH MARK 3 a TIES ARE SHOWN ON THESE PLANS. I
•.� v+ � II � I
.a► "�- 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. .
0. A PERM I T WILL BE REQUIRED FROM THE SAN BERNARD I NO COUNTY ROAD DfPAttTI1ENT PRIOR TO ANi' ENCROAClihiEllT OR CONSTRIJCTiON Wt"-
.chiseled "�" Oh West - L II Q IN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY.
Erx1 of N.W. Curb Return at 1. a a. 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE ESTIMATE OF QUANTITIES.
intersection of Ninth Street - f1,01W fo, - fi - - - +
ll I 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR 1'0 CONSTRUCT TRE WORK TO TRE PLAN t3 Ms.
u►d Archibald Ave. - ' - . f I
__ - _ 3 ( �, I il. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SMALL SE SfT BY THE CONTRACTOR OR EN;iNEER. THE STARES
I I
SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE
__ __ _ THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL
_ _
i } /'l/S7i/LL �tf _ BE IN PUCE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
SfWfR AN$ WATE C 1P A 27 14W g SHALL DE-CONSTitUC �AT�#FJ-OIL TO-ft"46-r-
�I i8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTINfi ORIGINAL GROUND, AND ALL SUB-GRADES SHALL 3E
PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. TO 4EAI�
. ?F ,=;r*,
a v aZ ./djasftriV Exist. 0~f4d 6/qn A "- HE RELAT--IVE COMPACTIDM�-THE1dYFR D-.- FEET---TO I 5, EFET-�€lAW-T*E GRAn1NG PI ANE SHAL -K--Go arg"#T- #-LIEUOFT+1E5-"ENT OMPACTION-
r C01170rucl Pn 3 4 5 M 6 wotexvo/vea to (7o G'e Re/ecaftdJ A1Pi1tr lts/yt 9 10 }
4M`4 01 NEB &RA96 11�ST CIF�6AT�AN &E&T+9N-
7_ Ja9'SO'Gal�=f _ � .fii�i,�hQ124' - _ _ �i3-fr.EEI�°.- A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION JIYISION
OF THE COUNTY ROAD DEPARTMENT FOR APPRC'1AL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
;'r w W I�1. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO TME CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNT
exist fa(�CO/'fbvCrnCnt � Yo 0 0� • c o �O.O�'rtia `�� c?� ��•�?¢ 0:� Q--)i
W0 k/►r-fa- IA
Fafci�c Curb evt-"5
( ) R YALYE, S1EYE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE QASES.
F_ i_� tz (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
- ,e/W z„v Q 175.15' --31N- rye• . y0 /74.71 ' j fV Q FuT. 15. lAiE11 ASPRALT CONCRETE I S PUCED ON NATI YE S01 L WN I CH CONSISTS OF A ROCKY MATERIAL, THE SUB"ADE SNALL It PREPARED
b +b. 3 olk�
3 � By
�. 3�' ,� �, p L RAN/ REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED
b Carb Return Ob1�4 -� -, '� h
� � e � � t MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
,
d �• fit• /�. �' M � v � � 16. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT ANO THE PROPOSED STRUCTURAL SECTION SHALL dE SUBMITTED BY TRE
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j 0. ! d . I CurbRefurn Dofo til' :� tit ds 910•/3'6d" 'k � % APPROVALGWNLLR TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION.
SPECIAL NOTE TRC M PMATE Ei�>CJ?IVEER TO CONTRACTOR 1 .I R Qo' 1 `�'' I 1 J/50 X14
BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. USE STRUCTURAL SECTION AS SHOWN FOR
it 49'46'0?� T s ?D.Od' N 1 NTH STREET.
Contractor agrees that he shall assume sole and complete responsibility for job site ~ �� L= 3/.31' I , 4
conditions during the course of construction of this Project, including safety of all persons - ' .a - 7•. /9 9?' I) } a v A i v � - .
and property; that this requirement shall apply continuously and not be limited to normal j 40' ,r R I
working hours; and that the Contractor shall defend, indemnify and hold the Owner and e1 o % I �� zi
the Engineer harmless from any and all liability, real or alleged, in connection with the i'•, I �`? �� ���,
.,.,... .,. --
performance of work on this Project, excepting for liability arising from the Bole negli- - X' /O' ?2' �$ $ h - k
gents of the Owner or the Engineer. Q •C` b �+ �,� ESTIMATE OF OUANTiTIES ��
1 . j";
, / ! `~A k a /TEM M RIPTION 1AW UNIT REMARKS '
Date-- 4 4 I Clearing, Fxcavalivn vraoi Sum L.S. Incl. 1 ,;
RCE No. 21104 � c Construct 0.25' Thick A. . Pavement 7 t S.F. (Ninth S i1.
HELMS AVENUE -Construct 0.33' Class IIA a ate Base 7 8S (Ninth
(PRIVATE) si 4 Construct 0. Th ck A Pav menow,-,a-r 20,065S.F.
SEE SHEET 409250,88-99 5 Construct P.C.C. Curb 8 Gutter - C.F. 36 �`
Construct P.C.C. Curb only63 L.F. Curb Retilm-C
Cons P ss Gutte S drel S.F. Per Std. N I
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ARROW r: ROUTE
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Ad ust Existin Water Valves o rade ,+
?Q' 4•t /e'* - W NINTH STREET .I
14 Qa. 4' i•6' /O' /?' /?' /D' i•5' 4' 0S• ► � NINTH ST. 1 i Ir . . t II W-2/-R MARKER 1 a �t wawa 3vG .vrlary Sr
N Capt it .0r&W e7� I >- NEN T . v. w- 11
X s�% I z CONSTRUCTION RUCTION -
Lsrt/ll� /T O. t i0' A.T i S. F R. R.
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C•- EIGHTH ST. I 11 .. . Dws Ng� 2.33
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. Corot O•f5'A•C• Pbmement } { ` • - m ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVFMENT PANS W. 0. Nth.
over Q 1.3'Claos Z A9 regale B08e fvevroe Aldler It � . I -i _ 00 of
9 \ 1 316 EAST E STREET ROAD DEPARTMENT
TYPICAL SECTION eonlr d Curb �'6,vfJ'tr _ a 01 ONTARI-0, CALI F., 91764 �e.IQn.e Br APPROVED BY NINTH STREET Sg3900 ,
psr 5 Q Co. Jtd• A/o. /:/5 �
Seer/e: Hori3, r=io' _ 714-986- 5818 MCA2 5/20f-IT Sta. *70 ± to Sta. 9125 ± FILE NO,
o�own e
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Vert /"'=4'
V I� I N IT� , MAP � � Chocked S ASST. ROAD COMA+f r -7-yNER-ENG R. DATE
f.( ,,x_30_ R�con,msnete sr East of FkIInla17 A�rlve -.�7
.ARK REVISiONS APPR DATE uN N N R TT►Tr SHEET I of --I •
FI-CE 21104 -6ATE
75-32
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