HomeMy WebLinkAbout5305-1152850
15Z85O
GENERAL (VOTES
r CONST. CURB CUT OFF I. ALL WORK SHALL BE DONE IN ACCOEDANCE WITH THESE PLANS AND SAN BERNARDINO COUNTY
°c STA. 3.112 F.P.N0. "9417E F r
6 PER. S.B.CO. STD. DEW. ND. 121 %n 'w STANDARDS AND SPECIFICATIONS.
o TO REMAIN IN PLACE
I'` Z (VERIFY IN FIELD) o O
Z o INSTFlLL4T/ON C01710 L> v' 2. A PERMIT YVILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO PRIOR TO ANY ENCI;OACHMENT
u DEc 1928 3 z m OR CONSTRUCT10Pi WITHIN COUNTY RIGHT OF WAY,
Z 2 a 3. IF ASPHALT CONCRETE 15 TO BE PLACED DIRECTLY ON SUBC�RADE, A SOIL STERILANT REG15TERF-D
INSTALL W -GOR MARKER `. a W BY THE E.P.A. FOR USE UNDER A.L. ANDRLC. SHALL BE UNIFORMLY APPLIED AT THE
PER S.B. CO. STD. DRW. NO.304 m W ,��
tv
MANUFACTURERS RECOMMENDED RATE FO[Z FULL PAVEMENT WIDTH PRIOR TO PAVING.
pavA iy$ 1. qC
120.05` 138.00' 138.00' Nl or ��� Q„ CONST. 2:1 A.C. TAPER W 4. WHEN A.L. PAVING IS PLACED ON NATIVE SOIL WNICH CONSISTS OF ROLKEY MATERIAL. T1aE
CONST 2.1 A.C. TAPER + a �' h� AND GRADE TO DRAIN
AND GRADE TO DRAIN o N 5� ¢ SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WNICH PROTRUDE ABOVE THE
SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE (aRADED MATERIAL
° OFA CkUALITY TER THAN THE NATIVE MATERIAL.
EXIST. F/L BANANA AVENUE
�°' - ={ — �� �« - = m�'•; <� R ;;,� � "�- �; _ �' ¢ x 9NP S. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRET40A B(iCKFILLJ COMPACTED ORbINAL
EXIST EDGE OF A.C.PAVN6 ��� N00°3740"E a X00 GROUND AND SUBGRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY OF 5AN
O 1 2 . - N .} - - - BERNARDINO. A WRITTEN REPORT WITH THESE COMPACTION TE57 SHALL BE SUBMITTED TO
.� THE CONTRACTS ADMINISTRATION DIVISION OF THE SAN BERNARUIND COUNTY TRANSPOETATION
DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING.
MAKE CLEAN SAWCUT ¢ G. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS
CONST. WICURB Q GUTTER PER i CONST. 2%2" A.L. PAVING CONST 2'MIN, R.C. FEATHER h.i
S.S. CO. STD. DRW. NO. 115 OVER PREPARED SUB -BASE R.M. R.R. SPIKE ¢; OF ENGINEER OF THE 5AN BEKNAED1N0 COUNTY DEPARTMENT OF TRANSPORTATION LISTIN(h ALL TESTS
SANTA ANA. AND Q OR DETERMINATIONS COMPLETED TO YERIFY
BANANA AVENUES. N (A) R -VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF,AGEaREGATE
BASES.
STABILITY DIL CONTENT AMD SIEVE ANALYSIS OF ASPHALT BASES
PLAN INTERSTATE 10
SCALE: 111n401 — 7. ALL PIPELINES OR 5UBSTKUCTURES OF ANY KIND (RHD TELEPHONE OR POWER POLES, WATER
METERS, VALYES, HYDRANTS, ECT.) SHOWN OR NOT SHOWN ON THESE PLANS VVIT14IN THE
°J LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS VVIAERE 11ARRMEMENT WORK lS TO BE
a Q a DONE 5HALL BE REMOVED OR RELOCATED AS REQUII�£D AT NO C05T TO THE SAN BERNARDINO
SANTA ANA AVE.zL COUNTY TRANSPORTRTION DEPARTMENTS IT SHALL BE THE OWNERS RESPONSIBILITY TO NOTIFY
d z i ALL AGENCIES CONCERNED.
a
a LU
d u
R/W PROJECT
++1 LOCATIDN JURUPA AVE.
12'
CONST. CURB j GUTTER PER
S.B. CO. STD. DRW. NO. 115
MAKE CLEAN SAWCUT AND CONST.
2'/2" A.C. PAVIT\L0 QUER. PREPARED
SUB - BASE
WAN
VARIES
12'
r12
\LEX/SL A.C. PAVING
sAwcur
CONST Z' MIN
A.C. FEATHER
TYPICAL SECTION
NO SCALE
JOHN EGAN and ASSOCIATES
Consulting Engineers
1631 North D St. (714) 883.8761
San Bernardino, California 92405
E #/ /L"
W. BLANCHARD
R.C.E. 27708
VICINITY MAP
NO SCALE