HomeMy WebLinkAbout5355-1 131422
lo
se--- x—aaaB-Imam = a sare=— ---- __ S=aa = —=—sass =_ - a �: a a==== BBI
_--_ — =aaa= BB = $�ly'm� ==F LI IM= N e= e =BIB==aaa� eB:C=a= ___ MC=REC= _ =enema
essmEal
a =__----====mens===---___===..a ===saaaifl n MI ____= 0 ---a=..==iU .==MME EMEM 1 : =
S=_--=----- --- �- @____ =--t-- __— —=— ----
—.as sss aaa--- - _- -- ---- - _— sex =
sa=a-===.=BB=B'== = e--_--- = u . . ===aaa __ -___ _ ____ __=_�
SEM _ --- -•_ ' 'ice -- ��_-- _ - -- —
_ - - --- - a
- as _aa 5---- aa- Saa £I + tM a x 0 tp —Sa---- aa— a aaa a a a=
===MS
— ====----$—=a=== _) --_ __— A a a —seem — — —
___ --� ----MMII .
---= tai --- : w $___ ___- = li@=Ism Mr• -- _ __
= _ _ __ x = — — _—_ _ 1 a� s __ — -- -- — _
WM
___ _--- _____ II E �� __- L if EllieMENIrAf-E • E- S ___ = EMEIEMEMEMEMEE_E Ism n
= = _ _�_---- __ °>,___ — _ I; . _ I�, = - exam xx= a=xxxxxaxm= — srdS s
41
-
---- a--- --- __ =MN
a . ,+—. -- C I�=C = UR.g �` �— Aol J-es _. —=a- =a=s= a= = �_=aaaaa—_�__ �� ____
E2=====1 _---= s-- sx= _ E, MI5•- .- "`- ,_ _ - • ° • sem== c - U P U_ RIMMESE � � a=� •
C =aBEie 0 65% - -
B = aaaaa-- a x i =xxx . _-- - _ B======8=== U=a====---- - - I 1 e = _ =__
a - a ---- - aaa, aaa - -- - - -- --
a �- ------- --- EE 5---- " s �o _
= = s=----==x = ---- -- __ �e;sxl:s a -----=B__s �i ---- CCS=�®_ _ ___ • '
-_-- aT=m-a --= ____'• a �= --- rIMEmemosillEMEEEEEs—
_ __ =s► esaa ===a==e— =aMa —_____ =a= ata _ _ • • a_=_=sa ___ =--s---- - _ _ - -______ __ y - _ s--
__ _ e= =-----= - == a }` x i, ° ==x = jam_—'f, e= a ee ' s .• ,. ---ma sets i --T --- 'A —s a —=a = - s �� ----a
x aaa a xa -- - _- ass-= ass—aa p` ==_sea
EMS a = S ===_=_- • - - -- ->_Bf BBI= - — - _
MS
_--- ----_a= -- — — _-- MEL =BBI ' C=====--
=_ _---- ---= a a-- aaa== _ _= as-x- ss . -___
= ass =-a= =ee ==a nEra-E_T�- m_ p______ —a— =-- =a
= =___= s== ==a = ======aaaaa- ta l=ass =_=BB= ____ —se==a =� a===_
a-a = anirlea= ==r
fcb
==s-
=.... = a as a sea a s s s a
=---- -aaaaaaa - _xxxI110:M=---=xxx = 5----
= = a
= = = rasa = as-xas == = sB== ss� __ =s as a a a as
s==
la _ =aaa = aaaaa --s-- __ -� s as -a I� ---==aaaaa aa— as
-� --. as.— �� ®— Y. a a . -- --- ---
—
a=xa— x s s a x
- _ filt
= aaa -_--- = a _.=--- a a=--=------8=—a= Ba a -aa- a =___= a
a--= == =a - �----IES-----_____=====a=====Bsass== 2=a _ ass= =s= ss—_ _
a.- a a aaa ---- jS�R a-----x---==-----=x=—x:=x---= Sxa ----x x 6 . • x — -- —
a=a---==_ ---� — �� - - -----------------5------ --- ----� — - - - ����_-
=NM---- BI:__ - =__==__=i1C_==== ===========-=_====C_==aCfl==____CC===--a I II®I� a � = te a
--- m= xasaaasa IIIl ----•�C�------_,--�'s�sr -1=� a �� sass=massa=massa= sass sax ---- --a -- -. _ 'IEEE
--- a x
_____ . ', 01--" =="-
- aa =i ales =ally - Ba----------------E=====S=== as==== a==== \"r to -.-=SEEM= = C• . a SEM
. =.....,====.= =--_s s -_ _x -- -_ a -_
—_ a---- Em==.........
a xa x- - - ---__- — — --
_--- _ ___ - r � _ :. _ °� -� a Nam ��-a °' _
a =---a— ==rag _ a
as - . - �a-- , =�i1� _ 0 _ • CP =====C =t=====EI i - eI === = ====E== E__
a a as ° — rn ea. : s rn o� - ____ =—a—__ ° ___
----=-= E a =a =_E__. ; _.. - a ria a + . _= q' ====a=C=====__e aaa == • ===== =eel==
a -✓.� , • __, °,-- I-- °._- !•i-- •. - i a.•, a _-.: •i , ep =- --
S =a = =toe = massa =aaa ®axax===axx==as_all == aaaaa —sass- —a as a— as =s==x
a8=— _ -- --- -- ---- ---- _=====. _=-----CC ====__ ====__E_== _ _
_ _= = ___--_----_--_ _----_---- ---
a _a as a a=== ��� 3 `ate= =aa==_— _ ___=_—a = __ _ _ = s—_
-- a a8=a as—= aaeBi = __= — _________=_==_BEl --==a= — =sees=s: — -- assaa
—_ — —= a==.s sass as =— a x s s--- a
__===a�rmil= =a=====x=saaaaas=ax ilii====_—_ =___ ----a =- e ;i i�Cl � ====a -s= a =
s = =a _ = s--- a— �---= E=as=EMC EME_ENEMEaENEE=EM_n
a aaa--s• _ - ,- _.., -- -- __ __ _
o ---_ - �.=, a e algl _=--=--aaaaa—es_a__—aaaaa=- � a=a- a =-__aa
as a BBla as----
PRIVATE ENGINEERS NOTES TO CONTRACTOR aaasasssssa=__Isa>•sslslsaslslassslp a =___ sssas:aamem s Ise=s= ii I iaa � i
=BBB..--= == aaaaa—..==a=a ====:=sem=ssasaaas=aaa=� =a= �E1IN — _ __ _ as sada==
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES Besse a ==---aaa-== a icaanaaaa=aaa ==BBs====a88= _ ___ =a=a_a =a=aSMITE ��_l ===aa=
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST =_=====aa I-a=Sas== ® aaa=>•SaSSa_=i__==s1=a=I�,1aaaaa Eane=aa=�Ba: a=== ==S= I ..=aa
_ --- a� --a— —sass aaa a �— -aa
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THES PLANS.+ _ __ =a= Bea=_== as = ===8===a--_ __—__----__==---a =_—_—_ ®=i • • a=--=__
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY =r -==--x� ----axa�= =masa=- -- - -- x� —==a a - a = S =a--
a -a--- BBaaaaas---- a as- s--- ---- a -- aa s a-
:. i==BS====a =seal•ss= a=s1�ISlsaaslsaaaBBla CaC.m=. EIaaa=====a==ss __ 1= I=lls sC - _
LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND =- --_= ----aa - a--a= _ _ --- sa e S f
S a---- --- --_ -- --a--aaaaaaaaaa---=-- _-- :a aaa
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN M=NEEMmmlalT=sM==aaMalsal=alsSaa=aSSISSSITiIGMSS=SSSTiSSS===a=li =1=a= ill==WIMM SsM wm CIE =i==
-ON THESE DRAWINGS_ _ = a_ _= =—Emeeme = ______ —x=a===== EWareeaaa BENCHMARK
=a=== S = ----=a=====83r_-__= aflaaaaaxaa88==—r�===_=aaa -aa== -aaaaa==
CONTRACTOR AGREES THAT HE SHALL ASSUME. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE a>•IsssBBIIaIBBieBi1 SSSSS=Biieiisa>.ssslsa=Si EBGsslsassa>.ssa>.a>.a>.s:slsssss.ss=! =iBisBii= =SSS BBrsM ■rC
ONDITION$ DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF a---- _ - ---- =___ ___ =a aaa.= eee. =mesa BM. NO. B - 19 _
ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT saMMIWIMae= =SaSSSe 1�■assssssl�i= = SSssSSSSSSSSSSSSSSSSSS a S S SS _ _ SSS
• LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY =s=�sSSSS SSS..CCBBBesssss = =—=SSS sS S=SSSs� sssslssBG --aC =M
�Bi= a CHIZ. " " ON WALK OF BLDG. 90'
AND HOLD THE COUNTY, SC= _ = a = a = __ _ _ _
THE OWNER AND THE ENGINEER HARMLESS FROM ANY KIND OF LIABILITY, as a s
===c —= •a==--=---==aa=== =====C=== EAST a 60' NORTH OF INTER.
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPT- =a= a ----xxx===aaa a—aasaaasa== seam --a=_ -aaa—a==x s _
IN FOR LIABILITY ARISING FROM SOLE NEGLEGENCE OF THE ___ a=== =Mr========e== =tim _= ===a= ==_====aaC= = OF MULBERRY B SLOVER AVE.
OWNER OR THE ENGINEER. / /�//� === ====saE=a E__-----_sal =aaa=—_ =s--asaas= � ==a = === tea
` 4C = a a x =--=a== Asa=a—=aaa= a=- __ --a ==a
___ ___-----s= aaaaa==_==__ -- _ __ --__--_ _ -- - __ - EEE-_ E L E V, 991. 445
SCALE
GENERAL NOTES L0 9 8ACE AT D
7 6 5 4 HOR. I " = 40'
NOTE : CURB FACE" P 3 CURB RTN. DATA P VERT. I" = 4'
I. All work shall be done in accordance with this plan and the San Bernardino County Standards and Specifications. S/W - 0 . L ()Mt o R = 20' L
a A permit will be required from the San Bernardino County Transportation Department prior to any encroachment "' 1r. A= 90° -
or construction within the County easements or right-of-way. °' m L = 31. 42`
3. All pipelines or structur- sof any kind,and telephone or power poles, water meters. valves,hydrants, etc. shown or not rd. a . n T = 20' 3.5' DIA. CONC. STAND PIPE IIHIGH
shown on these plans within the limits of this development or in adjacent areas where imorovecnant work is to be I I - r w °;3 ;;v is T.C. 992.65 _
a
done shall be removed or relocated at the developer's expense, and at no cost to the San Bernardino Transportation . 8+ 20 END CONST. o a 3 I a� 0 F L 991.98
Department. It shall be the owner's responsibility to notify all agencies concerned. I (� 992.51 T.C. + a4 "0 60
•
1 EXIST. R/W m �� O 6x EXIST. R/W
4. If asphalt concrete Is to be placed directly on subgrade of road or drainage facilities, a soil 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 < ' \,.,,,,..___ EXIST. FENCE � „ ' pr „
rote for the full pavement width prior to paving. IN PLACE � �� .M.
5. Existing County I(Kidd which will require reconstruction shall remain open for traffic at all times with ” 4141' ��` 3�MA fAa PP 1682244E 61
adequte detours during actual construction.
EXIST. C a G 95 ®A. TRAFFIC SIGN
6. Immediatly following removal of existing pavement or dike or curb and/or gutter, the contractor shall -� • . ' T.C. 992. 15 : �'
326586 TO BE RELOCATED _ 3-M.B.S TREE .. AVE . s
diligently pursue this portion of work until completed. S LOVER F.L_ 991.48 - CONST X-GUTTER PER STD.119 1 1 STUMPS I . I"� - �r o -�
7. Transportation Deportment approval does not include water or sewer system or estimate of quantities. • - I o 9 e T 0 6 EXIST. E.P . �'
8. Compaction tests of embankment construction, trench backfill, compacting original ground, all sub-grades —� / >TP 832844H . M
TP 2302382E • TP 485256H
shall be performed at no cost to San Bernardino County. A written report with these compaction tests \ J r '
shall be submitted to the Contracts Administration Division of San Bernardino County Transportation /
Department for approval , prior to placement of base materials and /or surfacing. \ I I EXIST. R/W�
1 FUTURE R/W�
a
9. At the completion of paving, materials report shall be submitted to the Contracts Engineer of San Ber- R/W
SOUTH SIDE NOT PART R/W
nardino County Transportation Deportment listing all tests or determinations completed to verify: Q of THIS IMPROVEMENT
A. R-value, sieve analysis and sand equivalent of aggregate bases. I 104'
B. Stability, oil content and sieve analysis of asphalt surfacing. - I I
I I CONSTRUCTION NOTES ' 52 � I < 52 1
10. Curb and gutter, cross gutter and spandrels shall be so constructed that a minimum of ponding occurs; 12' 40 ' ' 40' 12
sections having gradients of 0.50% or flatter shall be water tested in the presence of the inspector Q
immediately prior acceptance. Sections which have water ponding than 6" wide or more than 4' long I aV I QI CONSTRUCT 0. 25' A.C. ON PREPARED SUBGRADE
I
shall be sawcut and removed In lengths not less than 4' and replaced to reduce ponding to the ( OR MATCH EXIST. 0.25'MIN. 6.500 S. F. ) f 26 14 13 27
4' 6=6" 2' FEATHER
maximum specified. MIN.
2O CONSTRUCT CONC. CURB a1 GUTTER PER STD. 115 r--,. .6 -
-/.63� To -3.22% _ _ _�
( 92 L . F. ) - 2EXIST.
PVMT.
• --_ Q3 _ CONSTRUCT ST TYPE ENTRANCE W/X - GUTTER STD. ! ( 1.35% 702.07%) FUTURE
( I EACH ) - -
.+ SAN BERNARDINO FREEWAY
SITE 4®- CONSTRUCT 4" THICK CONCRETE SIDEWALK STD. 109 B TYPICAL SECTION
SLOVER AVENUE ( 520 S.F. ) • NO SCALE
i
m a a
m m Z
a - FIELD BOOK REF --__ COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W.O. NO.
GARY R. WALKER LOCATE PPt1682244E 20' LT. DESIGNEDR °AAD CHECKED DEPARTMENT r' ROAD No.
—"el 0 o m A DELETE REQUIREMENT TO RE-
WN
oc,
' fl OF STA. 5+98 BY CUP 139 104
• 1360 S. CARL ST. S LOVER AVE. 760800
O VICINITY MAP ANAHEIM , CA. 92806. e �� i 'I ' CO. ASST. COUNTY ENGR-ROADS DATE 139- 140
UBMITTED BY ���-� 2 3 6- 0 2 I - 08 Pt 09
^ -�_ NO SCALERECOMMENDED/APPROVED BY
V ti,,,aaC8462N '20 _ laM 11• g go Q P N _ SHEET I OF 1
R.C.E. 270 EXR 9-30-93 DATE MARK REVISIONS APPR. DATE ASST. ROAD COMMISSIONER ENGR. DAT E COUNTY ENGINEER DATE
51.55-1