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__<_: ._ _ _ GENERAL .- NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND SAN BERNARDINO COUNTY
ROAD DEPT STANDARDS AND SPECIFICATIONS.
2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303 A SHALL BE CON-
PLAN SCALE STRUCTED AT EACH INTERSECTION.
CURVE DAT 3 ALL PIPELINES 'OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES,WATER METERS,
I "=40' VALVES,HYDRANTS,ETC. NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS PROJECT, SHALL
EU _ NO RAD/US CENTRAL ANGLE L TH
BE REMOVED .OR RELOCATED AS REQUIRED ATNO COST TO THE SANBERNARD/NO COUNTYROAD DEPT.
1 4' 30°23'52" //354' 58./4' • ANY CONTRACTOR PERFORMING JI - I 4 0 OR /NG WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE
Q 9°44 7 SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
3 92' 89°59'/5" 301.55' /9/.5�' DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN
4 /70' 89°59'/5" 267. 6 • ON THESE PLANS.
\\\
5 /92' 50°14'38" /68.37' 90.03' 5. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPT. -PRIOR TO ANY
REMOVE 80' S.8.C. D. E• ' 'S e_ s, ENCROACHMENT OR CONSTRUCTION WITHIN SAID COUNTY EASEMENTS OR RIGHTS-OF-WAY
Exisr• h yF
BARRICADE 6's" /�/ FT �, 6. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRAeTOR TO CON-
4i � STRUCT THE WORK T O PL AN GRADES.
�9� 7. SUB-GRADE STAKES DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION (WITHIN 0.01 FOOT) SHALL
x ��1�' __ 3 , X81 BE SETAT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS AT NOT MORE THAN 50 FOOT
I �� �s210' FIR N M DRI!/E X90 _ ,� � INTERVALS ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-
�` I2 / GRADE STAKES SHALL S
r, _ _ /�� ET PRIOR TO PAVING THEREBY ENABLING A SPOT-CHECK OF SUB-GRADE
v -10S.M.H. CONST. IMPROVEMENTS 59.9 6°.62 M H.
% BY INSPECTION PERSONNEL.
th 5203 N PER TYPICAL SECTION g� 59 31 � < .
. !!!O ��
8. ALL GAS, SEWER. AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTEp PRIOR TO PAVING.
3 � /�/ \ 6l.t9
O 4 6 9• COMPACTION TESTS M A
2 OF E 8 NKMENT CONSTRUCTION, TRENCH BACKFILL , COMPACTING ORIGINAL
Q i t /� � ( GROUND, AND ALL SUB- GRADES SHALL BE PERFORMING AT NO COST TO SAN BERNARDINO
00 k. 3 S COUNTY.A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE
w p CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY
ROAD DEPT. FOR APPROVAL-PRIOR TO
p '�' � � V , so•r7 PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
X ! 4 b Q m �\ \ \ �/ /
N c, � ti \
k p h \ 33 33 /O. AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS
v Q ` rft"
Q It x \ 'D .i II 22 22 I I _i ENGINEER OF THE SAN BERNARDINO ROAD DEPT.,LISTING ALL TESTS OF DETERMINATIONS COMPLETED
V 0
� \ \ r r ' TO VERT F :
� ` 6.5 1I 11 ll' I1 6.5 Q Y
0 I W + Z �n 3 4i !A ) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES,
�. J cp (r \ � (t'� I
\ (8 ) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING
Z4 SHEET 2 W . �1 � -
�� 0 2 Z it. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL
PL CER TREET l Q ' > > THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE
l ,
SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF
J W scop q o C � n'/�, 03 d"c.r SLOPE_��� A QUALITY BETTER THAN NATIVE MATERIAL.
SHEET / SHEET 2 /4C.f, LEVEL LINE
o Z SQ-zEE r. z.,• •,,-� 12. AT THECOMPLETION OF ROUGH GRADING, A MATERIALS REPOKT AND THE PROPOSED STRUCTURAL
I SECTION SHALLM
BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE
r CONST. A.C. PVMT(SEE NOTE 12) SAN BERNARDINO COUNTY ROAD DEPT. FOR AN EVALUATION. APPROVAL WILLBE GIVEN WHENALL
STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET
� I
I CONST. 8" P.C.C. CURS Q GUTTER PER STD. N0. 115
/3. ROAD DEPT APPROVAL DOES T I AT OF OUANTIT/E'S•
ARROW ROUTE CONST. 6' WIDE P. C.C. SIDEWALK PER STD N0 /09 „C" TL SCHEDULE '
TYPICAL SECTION-FIR DRIVE FIR DRIVE T. 1. 6.0
/N k)( AND V/C/N/TY MAP 4+03 o ToCA6f 3 .44 PLACER STREET T.l. s.o
(NO SCALE) r PLACER STREET(CUL-DE-SAC) r/. 5•o
BYRON B. JOHNSON FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W.O. No.
CIVIL ENGINEER ROAD DEPARTMENT TRACT NO. 9525 ROAD NO.
520 N. EUCLID AVE, Dewped ey p•/.M. APPROVED BY
. ONTARIO, CALIF., 91762 PrOW4 eq •e M. � 1-w n FILE NO.
714 - 984- 4702 l c�.a�.� �Y a� A%sr'r ROAD coMMrssro x6c VA 7C FIR DRI VE �t
' !�• '7a�eb\'1`i R eco-iw ended Dl 1�tC!.
i69
R.C.E. NO. 12492 DATE MARK REVISIONS APP DATE Coonrrlr B►ftmarElIt vw•rs SHEET 1 OF2 __
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B"C F 5.5 6.5 9 9 9 9 6.5 5.
OF /2 M/N D/AM. ROCKS
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F/N. GRADE �, STD. NO. 209 AND DETAILS h
2b 24' o OWN ON TH/S PLAN
CONST. A. C. PVMT. - (SEE NOTE 12-SHEET/) 1\ � !ti � INSTALL GUN/TED
CONST. 8 P•C.C. CURBS GUTTER PER STD. NO.1/5 /8"NI/N. r z RUBBL E EMBANKMENT O 14' 0.38 //q;/
0.38 L/N SLOP
CONST, 6' W/DE P. C.G SIDEWALK PER STD. NO. /09 "C' pgy£OVER EX/ST. AS SLOPE //4:/ [EVEL -„--�
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No SCALE AND JO/N. O P0� SECTION B-B ;d 'hx Q� b m in a INSTALL /56 LIN.FT. OF 65 it 40" CONST. A.C.PVMT. - (SEENOTE /2-SHEET/J
NOTE: TRANS/T/ON FROM LEVEL SECT/0N ON SHEET / �G GUN/TED RUBBLE ti r' "
TO ABOVE T/LT SECTION FROM STA. 6 -,183, 44 O
TO STA. 9 t 84.99 '� � ����� EMBANKMENT DETA/L to - =�' C.M.P.A. - /2 GAUGE CONST. 8 P.C.C. CURB a GUrrER PER S 7 NO. //S
10 !NO SCALE) 3 S= 0.0224 CONST. 6 WIDE P, C.C. SIDEWALK PER STD NO. /09"C "
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ABOVE Rlagrj �k
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a p� 6 6�' h 5�, co k � A O+3 B.89 TO 2+63.//- EXCEPT 20 'EA cH WAY FROM STA. /f 35
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$ N 8 62 36 5212 39.90 20.67
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O lil l 5-RE BAR /P a0. C. b* /p" EACH WAY PER NOTE 9 /85' 39'45'22 " /28.37' 66.89'
/O' BETWEEN C.M.PA.'S -� T 2 D STD NO 209 o ,
v /O r67 39 45 22 / 60. 38
65140 - I �I // /59' 39'45'22" //0. 33' 57.49'
C.M. P. A. 27.. /2" " » -L /2 20 80'39'/5" 28./ ' /6.98'
65 x .4d C.M. P. A. 65x40 C.M.P.A.
/2 GAUG GA" I
ell 12
NOTE: FRONT VIEW : . . 9."`•.. rr, B"4" 65 x 40»C.M.P.A. A » » ,r
TO BE SIM/LAR TO 0.20' _ _ 4 S (05 x 40 C.M, P.A. 6, 6 5 43 65 6 y 5 RE-BAR R NOTF 2
2 I OF STD. No. 209
THAT SHOWN ONLINEL = 8./7 r'
LEVEL �g /
GRADING PLAN RIP RAP APRON DETAIL HEADWALL - PLAN HEADWALL -ELEVAr/ON WING REINFORCING DETAIL
FOR EX/ST 72"C.MP. HEADWALL - SECT/ON A-A
if NO SCALE) O SCALE) NO SCALE NO SCALE) tNO SCALE)
W.Q NO.
BYRON B. JOHNSON FIELD BOOK REF. COUNT Y OF S" BERNARD/NO IMPROVEMENT PLANS
C/VIL ENGINEER R04D DEPARTMENT TRACT NO 9525
ROAD NO.
520 N EUCLID AVE. ES/GVED 6Y P.K.M, APPROVED BY
DRAWN FIR DR/VE
0.
ON
ONTARIO, CALIF, 9/762 � '� '�� f7LE NO.
714- 98 4-4702 CHECKED BY (C' ASST. ROAD COMM/SS/ R ElV R A47P PLACER STREET 109
RECOMMENDED BY
R.C.E. NO. 12492 DATE M4RK REVISIONS DA7r DATE SHEET _z OF _�