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` GENERAL NOTES
ARCH/BALD AVE• I, ALL WORK SHALL BE DANE /IV ACCORDANCE WITH THIS PLAN, SAN BERNARDINO COUNTY ROAD
. Rt5', . ' DEPT. PLAN INO. /29250 A.P. AND SAID COUNTY STANDARDS AND SPECIFICATIONS
PLAN SCALE: l'�40' 47'20' V, 2. STREET MARKERS PER SAN BERNARD/NO COUNTY STD. NO 303 AND 303 A SHALL BE CON-
II 34' CONST CATCH BASIN, LOCAL - ec.,e" . �/�p I y STRUCTED AT EACH INTERSECTION.
DEPRES570N, CMP ARCH - . • . lIzDI RA/NON 3• ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHO1/E OR POWER POLES, WATER METERS,
0 , 50' EXTENS/ONS AND HEADWALL LOT I VIC/N/TY MAP VALVES, HYDRANTS, ETC. NOT SHOWN ON THESE PLANS WITHIN THE L/M/TS OF TH/S PROJECT, SHALL
PER S:B. CO. RD. DEPT. PLAN BE REMOVED OR RELOCATED AS REOUIRED AT NO COST TO THE SAN BERNARD/NO COUNTY ROAD DEPT.
FIR � 0,30' NO. /29250 A.P. CONST, RQwIP • '• � • , . I� AV .
!T J� PER SM�vO. //0 NO SCALE 4. AA1Y CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE H/MSELF WITH THE
,^.?, v
�� J CONST1;3 . GUN/TED RUBBLE �E�1 ? s� SITE AND SHALL BE SOLELY RESPOASIBLE FOR ANY DAMAGE TO EX/S77NG FACILITIES RESULTING
111111111...
` I40f EMBANKMENT PER DETAIL BELOW 505 s/ i/ . ; • I • - DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FAC/LIT/ES ARE SHOWN
IMM � M k S.M. aAIOAGSLS) m ?'?, - - • • r'I SHOWN ON THESE PLANS.
M W 4 5. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPT. PRIOR TO ANY
+ CURB RET. DATA t'l r R. DEt a � /-7 .
v _ �OVN a� FD v � � a Q LFIR _
_ R - 20 �t0 PLAP ENCROACHMENT OR CONSTRUCT/ON WITHIN SAID COUNTY EASEMENTS OR RIGHTS- OF WAY
y' W A- 90'25'//" fp 6A 6gAD�N INSTALL BARRICADE f 6. ADEQUATE STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR r0 CONSTRUCT
Ex r cn�a AR HES `; L =31,56' 1 ,50 8 (5E PER STD. NO. 305 W CUI7B R.rrz1 A, ,e RAMP DETQ/L W
OR/I/E c 4 305 A 2 THE WORK TO THE PLAN GRADES.
q0- T=20./5 8 h �/O SCALE : 7. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE EL E VA T/GW (WITHIN O.O/ FOOT1 SHA L L
�I 4g e o BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS AT NOT MORE THAN 50 FOOT
W 4� I ;. :.;.,.:,' . oINTERVALS. ADD/T/ONAL STAKES MAY BE NEEDED AT WARRED OR VERTICAL CURVE AREAS. SUB-
GRADE STAKES SHALL SET PRIOR TO PAVING THEREBY E/1/4BL ING A SPOT CHECK OF SUB-GRADE By
j 4. �s N 2�Q� A X5�P k � il �1 �1 .11 INSPECTION PERSONNEL.
Im S.M. CONST RAMPS- EE prga FIR N _ DRI V - �� � 0 8 ��� v a ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED, PRIOR TO PAVING.
ra k kF 11 CONsr /MPROVEML�NTS s s�,o o y a - 9 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACT/NG ORIGINAL
PER TYPICAL SECT/ON '
v I��• R9. RNER AVE GROUND, AND ALL SUB-Gf4ADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO
COUNTY• A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE
y �tt % F 1. �, CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPT FOR APPROVAL - PRIOR TO
-. i
I.pO � h PLACEMENT OF BASE MATERIALS AND/OR SURFACING:
`� Iii" h0 °� CURB RET, DATA # Q e m
kkpQ¢�d•P k 1 -9'� .. oe'. v R=20' NQ- N v 33' /O. AT Tic COMPLETION OF PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO TH£ CONTRACTS
�r ti ic o " O // 22 II ENGINEER OF THE SAN BERNARDINO ROAD DEPT., L/ST/lbG ALL TESTS OF DETERMINATIONS COMPLETED
0 `tib v W d= 89'34 49 L•OT Z � O * o -4 //, / , I , Q..Pa Q v o P�,a Q TO VER/FY:
11 a L = 3l. 27' �, C W Q (A I R-VALUE, SIEVE ANAL YS/S AAV SAND £QUI VAL ENT OF OF AGGREGATE BASES.
Q T (8) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
�' T = /9. 85' Q�• �� 1 3
11 , 4 �
Q
W V. 2� .�2 a s Z 11 WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A R00'rY MA7FIML,
II v 4. y'�• G� 0.5' o > THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE
1 �'- o c2�o LOpE-J/4".FT. 1 , 0�i 36' �, &IB-GRADE AND ALL VOIDS 0'? DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A
CONST. IMPROVEMENTS ON 6 ��, a.,'.o'7*10: Ate-=/�4" 0 5& LEVEL LINE LODE=!/A•Fr
ARROW ROUTE PER SB. Q B"CF QUALITY BETTER THAN THE NAT/VE MATER/AL.
CO. RD. DEPT. PLAN NO. P.CC SIDEWALK
/29250 A.P OV ARROW ROUTE G"6ROur W v VQR�ES CONST, 0.25'A.C. PAVEMENT , At Iff FA" AF1b0?6$f&VF9
� O D ,ro/07
LARGE CONC. RUBBLE CONST. 9" P.C.C. CURB Q GUTTER PER STD. NO. I15 f
OR /2 '�MIN, D/AM. ROCKS
CONST, 6' WIDE PCC SIDEWALK PER STD. )W /09"
F/N. GRADE TYPICAL SECT/ N FIR DRIVE T I 5cl PULE
GUN/TED RUBBLE �-
EMBANKMENT DETAIL so NO SCALE FIR DRIVE T. I. = 6. 4
NO SCALE ��"` ARROW ROUTE T,Z- = 7. 5 •
FILL D BOOK REF COUNTY OF S4N BERNARD/NO /MPRO VEwNT PLANS w. O. NO.
BYRON B dOf�'VSGyV �,��d ok/� �e� ,6o� �zc 3'�3, ROAD DEPARTMENT TRACT 9/
C/V/L ENG/NEER - NO ROAD NO.
520 N. EUCLID AVE Designed By R,e,M. APPROVED BY
/O-, .
Prawn 84 TC.M. -1111-74.
ONTARIO,CAUF., 9/762 C�S'� FILE NO• milk ad& 11
7/4- 984-4702 Checked By Q' A55r ROAD COMM/SS/ONER ENGR. OArE
!�� _. S Z A 1 kecn�»men9'ed ey
R C.E. NO. /2492 DAT£ MARK REVISIONS APR COUNT✓ cavurE2 DAT£ SHEET / - L_