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'� pry 0 M14 IV L N 2.5 MILES MUST ALONG ME SEER. FROM THE SISAM AVENUE OVEFCROSSING, AT
A Ai 'FIIE7o BANNANA AVERM; FOUR PULES REST OF MLLE POST 529, 30 FVRr SOUTH OF
M1 LN ke i, tY FUT_UQE LUBB N.1D GUTTER SOUTH MIL OF SP, MAIN LINE MARKS, SB FEET MY OF BA MA AVE.
u4t 0 _ E%TETiC® AND 4.5 Ff£f BELOW INACYw.
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V '1 Q N v' `N n W n V N x CONSTRUCTION NOTES
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401 to R 4 M n 115 y - --- - Q E%I ST IN6 MpL1al0 SLIRCPCE C3Q!'
0' . GL [r' Q (l) ---- construct curb and gutter per aid. FITS
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EX ISTD N$ CUP6 Atl0 6UTTEQ l3 ry � h � ^ - �- - � B � (3) - Wive cart enlaLLn9 A.C. remove broken edge.
W _LL z J^ 121 - construct 0.25' A.C. on native toll
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J Vlh r, q (S) -construct o.u'A.C. overlay, feather and vetch aL C.L.
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r (7) - install markers Per aid. F 304.
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- A p Al- remove all Lreee within RIW and all root[. 14 olive,l e
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y P nlose�lian of utility polo OI and under Around service
ties, to he coordinated With Utility Co.t prior to start
of construction.
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ALL WEEK SHALL BE DONE IX COUNTY OF WITH THE PLAN AND THE STANDARDS
AND SEES IFICAT Ig15 OF 'L1ff COUNTY OF SAN BERNARD INO.
S 6 7 a 9 ID 1% 12 13 14
AT THE COMPLETION OF PAVING A MATERIALS RETORT SHALL BE SUBMITTED
�0 PR EPARE P RY TO THE CONTRACTS ENGINEER OF TSE SAM BERNARDINO COUNTY TRANSPORTATION
t� wMe LFPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLEIYI TO VERIFY:
NORTH CP -- M+ '' CRA I G S M IT H (a) R -VALUE, SIEVE ANALYSIS AND SANG EQUIVALENT OF ACAIH'ATE BASE.
L -T fiUIIeR & LE A 34rcc q CIV I L ENGIN EER-GEO LOG I ST (h) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
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.v_ ..e. ow'ec'uy 1 rIB Ai r��^'- 1n' �, Q rL r ' _A;N i , �5 _ Q R 6 BE L LE V UE AVENUE AN q�pACHmIT. PEIU,IT MUST FIRST BE OBTAINED FROM THE COUNTY
GM eR N 3
ED LA NDS, CA . 9 237 3 TXAMSPORFATIM DEPARTMENT MILE TO MAKING APPLICATION MIT ISSUANCE OF
Ia 1 =� 0 NE 7 92 -133 8 A GRADIw me(Tr OE BUILVIxG Pewllr,
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'"•'Y10w °^ W"Aw 1yul 4 J J Le R 2 20 DATE A PERMIT MUST FIRST BE OBTAINED) FROM THE COUNTY TRANSPORTATION
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SECTION B -B 4+..n'i ilrv'sw 00 TfPARI1pN1' PRIOR TO ANY CONSTRUCTION ON THIS PROJIXT,
N 0 N a ANCHOR DETAIL u
W UNDER SIDE WALK DRAIN UNDERGROUND POSSUM ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AM TELEPHONE OR POWER
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Q POLES, WATER S, VALVES, HYDRANTS. UNIS. FOR,, SHOW OR NOT SHOON
OE _ = 3 ] - - - THESE PLANS WITHIN THE LIMITS OF THIS 16V¢CPi®!1' M 1N AU]ACEXT AREAS
NORTH IPROVEIGENT WORK IS TO BE CONE SHALL M REMOVED OR REPLACED AT
EV 107IM4 CURB MY0 GUTfEZ DEVELOPERS �PENSE AND NO E%PEISE TO ME BM' BERNARDINO COUNTY
5 6A q Q N7 AL M ON O s 2 g y ] Q W I II AVEN,41 E. E S , I E.P TRANSPORTATION CIPARTMENT. IT SHALL BE THE OWER'5 RESPONSIBILITY TO
- _ NOTIFY ALL AGENCIES CONCERNED.
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C%ISTIN6 cults AND GNTRa d' EL.
Vc�. Ex Si. vert/ x'.:'.: r: .,
VICINITY MAP ' ALL'FEES TO BE RE OVED
4 �1 u �' T NeE ITN R OE aa'� _ '�. A ALL T ES HE REM�V ED �Qap10E FLt\WL\NF. IF ASPIULT CONCRETE IS TO BE PLACED DIRECTLY ON $UBGPADE OF ROAD
3 Z t Q I Q ` \t\ 1y 4 g T%r.( AM�VE = I 62 L �f 9 • )� T p =g OR DRAINAGE FACILITIES, A SOIL BE ILANTUNIFORMLY
REGISTERED BY THE R.P.A. FOP
Q U P O D A +'✓ tM S 1 wOp µ1J[L1510 USE UNDER A.0 AND P.C.f. SHALL BE UNIFOMLY APPL DEO AT THF
F.LT S. F m 2 2 w 9, 01 tJN OUS dDY Sd( MANUFACTMER'S RECOMMENCED RITE FOR THE FULL PAVEMENT WIDTH PRIOR TO
W�r6 1 Y d, oRc1� „ 4J �R' CRAICH L PAVING.
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e C W V2 p ^ Ij T�� WJ y JNA. 0t ACTING ION TESTORIGINAL
OF ND, ALL
-GRA SHAH TRENCH BACKFILL.
N 6 ¢ ^ S COMPACTING ORIGINAL GP LINO, L SUB -ORAE SHALL BE PEP OR ¢D AT NO
A.r O d 2 0 j IS p� fMJfllflSw6 ' COST TO SAN BERNARDINO COUNTY, A WRITTEN REPORT WITH THESE COMPACTION
-� �I-10 r a u � A. a `TW 0 ,y 1( TESTS SHALL BE SUBMITTED M THE CONTRACTS ADMINISTRATION DIVISION OF
OVCE AVC. aro a Nl Q. ^ r al YF „a O 4 F a SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL, PRIM M
< e a a v1 PLACEMENT M BASE MATERIALS AND OR SURFACING.
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ZYNiA AMA 6 RUE.2j f 1 OVo A w LyF 'gd Pcq�wvy
N O Q J N Yu - uN^ [M IATET.Y FOLLUTIM REMOVAL OF EKISTING PAVENSM DP DIKE OR CUPS
0 y d `/ U, Oto 1' NOTED OCURR FACE 1 NflU o �� 4 u Q ANDD OR GUTTER, THE CONTRACTOR SMALL DILIGENTLY PURSUE MIS PORTION OF
JUQUPP 2 tl AVE__ Z u SIDEWALK ARE4 V o Y Vt,n - - yI MORN UNTIL COMPLMM.
€ i ° a r't ,..... �.. o W N Aj L5'Io Ni Ac %W�� oQpOF ESSIpN/
3 1 V 9 F"'Y2 .S E,i M12 •.j. •L 4 TRANSPORTATION DEPARTMENT APPROVAL DOE$ NOT INCLUDE RADIUS OR SEWER
rc G F N Q U f [ a y 3(E'RA (. H,9 FiC SYSTEM OR ESTIMATE OF OUAH ITIES.
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HI O %El_ v` EXISTING COUNTY SOVIET WHICH WILL REQUIRE RECONSTRUCTION SHALL
G O' - J Is!NO. 4'2246 RETAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING
W a ACNAL CONSTRUCTION.
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PREPARED BY: RVEYOR FIELD BOOK REF. PGS. woNoCONST. PC.0 SIDEWALK o COUNTY OF SAN BERNARDINO 9 `r 17010 SAN BERNARDNOGARY J. COBB, LAND UAVENUE DESIGNED BY APPROVED BY ROADN
a:� PERICTNTYPED. B OWNG
2: o+ol FONTANA, CALIF. 92333ALMOND AVENUE 14. ! (TIQ 129-1982 DRAWN BY ingyTYPICAL SECTION X /z-2T-dE - PARCEL 2 (ONLYI t "'(' N LANDLANDDE TEN6 PARLEL MPP 10139 LIMITSALMOFJ❑ AVENUE ] Jj t' AUD DRIVEWAY K SIUEWALK na NECKED BY M.S.w W87-10479 It
AITEMIM sT¢u [s ulAL aacTlnu .I .i,. ' / 9zL ECONMENOEO BY SHEET
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