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THE SAN BERNARDINO COUNTY -STANDARDS AND SPECIFICATIONS.
/, 22 ► 22
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2. STREET MARK PER ' SAN BERNARDINO COUNTY STANDARD NOS. 303,
11TUk'E COWSTRUCTION NOTES AND OPINION OF QUANTITIES A K INTERSECTION.
/3 !3 PAVEMEN T
303A AND 3033, SHALL -BE CONSIhUG7ED AT EACH
GUR8 #h//?l� 1. CONSTRUCT 8" CU N
RB & GUTTER PER SAN
� WILL DE f2E.tlU I:E'ED FROM THE. SAN BERNARDINO NO COUNTY
i
BERNARDINO COUNT 3. A PERMIT
t- Y STD. DWG. 115
,,..... , _,_.._. 512 LF _ , , , ION DEF'F1E"FTMEN'T F'R IOR TO ANY ENCRUACEIt•1ENT OR �
�4 . / TRANSPORTATION OF�TAT
--------------*�• o --.,.._.,...,. �- c S {7R R i GHTS--OF-WAY . -•`
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.... .,,, �,_, ((`''�' CON,.{'• TF�UCT I ON W I l H I N 1 HL COUNTY EASEMENTeml 5 --. ,..�,.,�,� ... '1 2.
CONSTRUCT DRIVE APPROACH WITH STREET
_ , _; .OF
-r
'
TYPE ENTRANCE W= 26' 2 EA _ E_IF GRADE
:•': X15 I F ASPHALT CONCRETE I S TO BE PLACED ED D I RECT L.Y ON S
T F T. I
r VEMF-u J
_ .. �' IS PA_ - - 4. REGISTERED BY
X D DRAINAGE FAC, I L I I IES A SOIL STER I LANT
• _ ROAD OR ' DRA I AG �
., AND P.C.C. SHALL DE UNIFORMLY
_ THE E.P.A. FOR USE UNDER A.C.
3. CONST _
CONSTRUCT AG PAVEMENT. THICKNESS R THE FULL
SHALL
• BE DETERMINED �"
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FO
TYPICAL
G �^ ! Ol V T ED BY SOILS REPORT ,5105 SF PAVING.
NG.
- PAVEMENT WIDTH PRIOR TO PA
O OAIWO00 AVENUS
%% OUGH GRADING A MATER I ALS REF'OfiT AND
4. CONSTRUCT PARKWAY DRAIN PER DETAIL i EA S. AT THE COME-LETICIN of R � _ _
�+ 5
TO STA. l2+29.g�
5. CONSTRUCT 2"x"4" RED•ti900D HEADER i7 LF THE PROPOSED STRUCTURAL SECTION SHALL BE SUI:3MITCED BY THE
TRACT ENGINEER TO THE SAN. BERNARDINO COUNTY TRANSPORTATION
6�. CONSTRUCT PCC CROSS GUTTER PER
DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE
GIVEN WHEN ALi.. STRUCTURAL SECTION f"FEG?U I f"FEMEN7'S HAVE BEEN
SAN BERNARDINO COUNTY STD. DWG. NO. 119 . 190 SF MET.
SAWCUT & REMOVE EXISTING AC PAVEMENT . . . . 4830 SF
�w- R/W
E. R�t,/ b. COMPACTION 'T ESTS OF= EMBANKMEN CONSTRUCT 1" I OPJ , TRENCH
t $.
CONSTRUCT " BAC;Ec:F T LL_ , COMPACTING OFF I G I NAl_ GROUND, APJL� ALL StJF.{--GRADES
S RUCT I MINIMUM AC OVERLAY .. .... .
..... 1680 SF
• SHALL
BE f='ERFORMED Al' NC1 COST TO SAN BERNARDINO COUNTY. A
9. -- c-' ,
WR I TTEN REPORT WITH THESE COMI'AC7 T UN TESTS SHALL BE
CONSTRUCT RUCT 2 AC FEATHER
3 3 SUBMITTED TO THE CI]fiJTRAC'TS ,, ADMINISTRATION D I V I S I ON OF THE
SAN BERNARDINO COUNTY TfANSPORTATI0 DEPARTMENT FOR
//`
APPROVAL, PRIOR TO PLACEMENT OF LASE MATERIALS AND/OR
t SURFACING.
9 ATEF"FIALS FtEE"10RT SHALL BE
. 7. AT THE COMPLETION OF PAVING, A M
` ED TO THE CUNTftAC`E��a' EhiG`IhJEEFt OF THE SAN BERNARDINO
� SUBMITT ,
t _ MFNT L I ST NCS ALL TESTS OR
P.
`%4 : /
.._
_ COUNTY T FFANSPORTAT I ON DEF AF, T _
..._-.-' • DETERMINATIONS COMF'LE'TED TO VEF;IFY:
1
2'
�. A. fi-VALUE., SIEVE ANALYSIS AND
SAND EQUIVALENT OF
.. , EX/5T. PAVEME1t/T,; J t �. :
AGGREGATE BASES.
� 3 CL1R8 � GUT TER _
B. STABILITY, OIL
CONTENT AND SIEVE ANALYSIS:OF ASPHALT
"YP/CAL 5 ECTIOI`1
SURFACING.
Oi'TDIVGJOI?D AVENUE
f 8. IMMEDIATELY FOLLOW INC3 REMOVAL OF EXISTING PAVEMENT OR DIKE
SQA. /D #.37.77 TQ STA. / / 5
OFi CUR& ANDlOF"i GUT'IEI'i, THE CONTRACTOf SHALL DILIGENTLY
P THI F IO WORE: UNTIL COMPLETION.
PURSUE'THIS 'OFtT N . OF
9. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR
SEWER SYSTEM OR ESTIMATE OF OUANTITIES.
_ s ,
j f D1 5'IE'�lt/ 10. A PERMIT SHALL BE OBTAINED_ FROt'1 7'HE COUNTY TRAN3PORTATION
N w g DEPARTMENT PRIOR TO ANY CONS"TRUC"TION ON THIS PROJECT.
il. EXFANSIVE SCiILS. Ih�i EXPANSIVE SOIL AREAS, THE
SUDGRADE UNDER
2 1 r
GURBra GUTTERS SIDEWALKS AND DRIVEWAY APPROACHES SHALL BE
A-0.` �8.,.. s ,
, A
1 SCARIFIED TO, A DEPTH OF AT LEAST EIGHT (8) INCHES AND
MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WA7 t.:R ON THE
��' i �.
SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETEAND
n { � >L 1 A
i 1 t 1 - ,
2 fc_A rH z - H S E R DE SHALL THEN BE PREPARED WITHOUT COMPACT I VE
5 8 eowD ,
/ t : EFFORT.
STEED OiAR 1 � ,I 1
KIND, L FIFE L .NES OF`, �UNS-, FUCTUF,E,�'� :OF ANY E. I ND AND 7 LIEF 1-JC.NE
1�. ALL T T y
B{ $ B , ` �
8 I z i 'OR POWER POLES,WATER ME7EFtS, VALVES tYDFiANTS, LTC. , SHOWN
a DETAIL OF ANCHOR ! o a a ^
1� i r 1 - OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS
i� J -
q� DEVELOPMENT OR IN ADJACENT AREAS WHERE IM ROVE::ME_:N C WORK IS
0 cpt° e I ( i W ANCHOR 3• 4 -
_ ,b: 3.2/0 l I i ?� TO BE DONE SHALL BE REMOVED OR RELOCATED (�T 1}(_ lE L_UF E.R S
V 4 J�` 1 ' �i EXPENSE AND AT IUt7 COST 1'U TEfE SAN FtEF:NAf"ii)INt) COIJNT'Y
r. _------�" ----
1 3 7 L_J
" _ _--- ------.+- - TRANSPOR TAT I ON DEPART MktNT. I T SHALL t; L THE OWNER'S
I RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED.
` 1
FUTURE PAVE/''JE' T AND .
�_
{ CURS � GUYTEQ 13. CURB AND GUTTER, CROSS GUTTUR AND SPANDRELS SHALL- BE SO
'j'vP/C� L 6C EC'T/ON A A' CONSTRUCTED THAT A MINIMUM OF FOND I TVG OCCURS; SECTIONS,
f f PLAN HAVING GRADIENTS OF 0.5�:% `OR FLATTER SHALL BE �JAIER TE_.S`fED
HE'S TAI A MAMIE
G' IN THE PRESENCE OF •I HE I HS 'EC -OF I i~IMED I ATE LY PR I OP TO 7 FFAE' I'
T O STA. 9 + 30, 00 ACCEPTANCE. SECTIONS WH I CI 1 I iAVE WATER PONDING 1`10iz E THr.'1; J e_)"
TA • 7+50.00 .4 WIDE OR MORE TITAN x} • LOhJG' sl ifaLL BE SAWGU7' FIIVI> "f �t;1�10VE 'U 11\1
2`
LENGTHS NOT LESS THAN 41 AND REPLACED TO REDUCt : PONDING -141
_- �LowciNE THE MAXIMUM SPECIFIED.
R%k/ 1 _ _,._.. PROFILE :.
foo ,
1 3109WALK FINISH
- /2 �!
FOO TNIL L BLVD.
p VAN12E0 3T 1L ANQ E
z I it all
0101
A Q"UAX,
-}•/►
4eO TTER <.12 3lOPF O.S�OX► , qRN0.7 T/!1 T` .4�'.�1 t6 s. J 8AN3 A" _
PRO
8 SECTION A•A SECTION 8'8[001<61
!T
'y ✓BAR +Y''� 5/5iC/N6 •5 " ,. _ . _
/4 "•/�4a �, c.Etv&r�= Atm"
e '^ CflfSTNUT
w
PARKWAY DRAIN DETAIL.
��-•--�,� JGu/ITER RBS
7,
- - � � � AVENUE J
Oo ! 3
ALi. CONCRETE TO BE CLA88 A
•,,� N.T.5. > Q
FUT[IRE PAVEMENT
Q
N
TYP�cAL 5ECTION
3 �.
0116,5 MUT A VENUE
5TA: & .'70. l4 TO STA, 7 54.00
. m
4��C351p��1
�rLlJP 1/r�
FWIVATE EMIKEE 's NOTES M CMURACT�I
No- C 28022
RRROGJ ROUTE
EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
cfVl� � /1J !n t t ! MAP E" TITURES SHOWN ON THESE PLANS ARE OBTAINED, BY A SET.RCH OF THE AVAILABLE V !C/ J y J 1'Y I' A j
r': BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT F C€�
R,_ .,Oe%.._ . TO THE
-HOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
N. .5. .
,EEASURE£ T:. PROTECT THE UTILITY LINES SHOWN ON THESF DRAWINGS. THE CONTRACTOR
FOR THE UTILITY PIPES. ,
RT+iEFe 4SSUMES ALL LIABILITY AND RESPONSIBILITY
�NDUITS OR £TRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
PLANS PREPARED BY COUNTY OF SAN BERNARDINOw0 Ivo
FIELD BOOK REF. �
BENCH MARK 7-20 STREET- :IMPROVEMENTS,
OLE AND COMPLETE RESPONSIBILITY FOR DEPARTMENT'
CONTRACTOR AGREES THAT HE SHALL ASSUME S CIVIL ENGINEERING
A . <>..-
ROAD ;w0:
.HIS PROJECT. oN of BRA D SURVEYING ..
CONSTRUCTION SS DISK IN TOP OF CUr. LAND' SURE Q
CONDITIONS DURING THE COURSE of coN RB 260 FEET
PLOT PLAN '13 4 8 1 -
INCLUDING
SITE » • OESIGNEO BY DR:>WN BY C G ED;BY APPROVED BY
„ A
THAT THIS REQUIREMENT SHALL WE LANG PLANNING
C±
LEC
SAFETY OF ALL PERSONS AND PROPER—Y: ST OF CENTERLINE OF MULBERRY AVENUE ., G R 1 `"
THAT _,_
AJ D ra .
o NOR►wt. WORKING HouRs. AND T AND 50 FEET SOUTH OF CENTERLINE APPLY CONTINUOUSLY AND NOT BE LIMITEDT C CR E OF
.. 8 • U NO 91786 • 14 848.9919
PLAN" &; PROFILE f►L1: No.
AND
• F AND HOLD THE COUNTY, .THE OWNER FOOTHILL BOULEVARD, 1.
CONTRACTOR SHALL DEFEND, INDEMNIFY R 5 FEET FROM EAST
THE C f _ SUBMITTED''BYASST,-'
_C.D.f.
-OUNTY NG .-R A
C E R d OS T '
ALLEGED.
IN
DATE
B
SZ
A LL
E L OR
R E
ALLLIABILITY,ND OF CURB.CiNE�+t
AN AND STN
THE ENG NEER HARMLESS FROM Y
RCE No: zsoas _
UT AVE' COTTONWOOD AV
PT FOR
�' , THIS.... PROJECT EXCEPTING4,
CONNECTION WITH THE PERFORMANCE OF WORK ON
PHIL iP LAN E
D E
-.
OF T`� cWNER DR THE.
ENGINEER,
ELEVATION: A ION
. 11 9
�
290
._IAB lITY ARISING FROM THE SOLE
<: AY AUTHORITY eXPt S MARK .'REVISIONS A
vPR DATE ASST._ ROAD OMbTSSION R NG
ENGINEER DATE SHEET
ET
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