HomeMy WebLinkAbout655 GENERAL NOTES
LNURCH ovE. cowSTRUcT1oN No-ms 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE
01 ESTIMATED QUANTITIES COUNTY OF SAN BERNARDINO. CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE
58 45 42 37 36 35 34 35 32 31 W TO THESE STANDARD SPECIFICATIONS.
57 � (TEM DE SCR I PTIOIV TOTAL. UNIT
2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 i 303A SHALL BE CONSTRUCTED AT EACH
56 47 29 �- 0.2' AC. P6VI=MENT OVER 0.6' _U QC�GRE:e&TE 845E I(oP306 S.F INTERSECTION.
28
.4 0.2' A.C. PAVEMENT OVER 035 L.LASS 31 A(5E RELATE BASE 10,383 S.F
55
4116 17 18 19 20 21 22 23 24 25L28 27 Q-- 12" P.C.C.GURB GUTTER PER 1;3E''I .l 1. - 150 L.F. 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, NATER METERS, VALVES,
Q 8"f?C.C.CURB E GUTTER PER STD IIS 4 15re L..p, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR
54 4 ' 8 L F IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AS
i EM -7 - 6" P C.C. C U R F3 It G UTTE R PER STC> I Ido REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT.
53 50 15 14 13 12 11 16 17 18 19 20 21 22 £ Sa 12"PC.C. CURB ONLY (TRANSITION FROM 12" TO 8"C.F.) 94- L-.F
u} 24 9t9 8'PC.C. CURB ONLY I5-1 L.F 4 . THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN
52 51 H �� PC.C. CURB ONLY (TFZ,e,NSITION F=Rat�/I S" TD "C.F. 4P-7 L.F. CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS, WILL BE THE RESPONSIBILITY
+ +' 4 ?� Q 11 PC.C. SI DEWAL.IG PER STD N� 109 (TYPE "13" �R "A" 1'Z,296- S.F OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES .
12 P.C.C. SIDEWALK PEFZ STD. Ne 109 (TYPE "C" J _ 11910 5.1= S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE
e 7 8 9 10 15 7T 32 31 30 29 28 13 F.C.C. SIDEWALK RAMP PER STU 110 O REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED
1 2 3 4 5 27 26
SIDEWALK TfZANSiT10N PER STD. 110 t3 5,309 S.F SPECIFICATION.
IS SI DEWLILK TRL�NSIMON PER STD. 110 B MOaI FI ED I1�1 S S.F
76 Til1 12 13 14 r fro . . SPoNrJREL F'ERSTD 1 19 2,Co19 S.F. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
� eo �
20 143 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
p 5 177 PC- C. DRIVEWI.1Y APPROAC.�-{ PER STD. 128 S.F. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
75 t 3 ,� 18 A.C. DI KE PEFZ ;DETAI'C�►2"C F 1910 L.F.
74 10 7 3 19 STREET ND.ME MARKER PER STD. N? 303 303 c] S EA. 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
Z 8 8 38 a IVIt1RKERS W/fZEF=LECTORS PER STD. N Q 304 - O73 84 1 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY
8 43 �� --- BARRIC,�.DE PER STD. Ne 305 3 EA•
jj ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY.
72 85 57 3 4 # 39 40 41 k T 44 2� ADJ UST 1V1/SN HOLE TO eR is oe 10 EA.
t, �-- A0 BUST WATE1? VALVE TO C�RA►T7E 10 EA. 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
Q 71 86 56 5 45 REMOVE 13l,RRIC.ADE 3 �-
2 1 2 - TEMP END OF STREET PAVING 256 S'F' 10. ADEQUATE
PLAN GRADES.
SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
70 r 55 4 � LQ � REMOVE EX1S7.CURS � 6U1TER �,CTTI L.1= TO - -
!� 8eJ 54 1 55 54 53 52 51 50 40 47 z SCALE 1 "= 200, �- REMOVE EXIST. X-6U I 230 S•F. 11. SUB GRADE STAKES, DRIVEN TO THE PAVEMENT SUB GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR
Z� REMOVE C-URB4< GUTTER * SIDEWALK 29 L.F. OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN
�J REMCr/EGURSONLY 0. 10 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES
18 S7 N 59 6Q 82 83 SITDEWAL.KTRANSITION PE�ZS��. 30'L MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR
40 SD 51 S2 53 19 17 56 6 �1 --- REMOVE PAVEMENT I��a1 S F TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. •
TRANSFTION CURB# C-3LT77-E:Z (e"TO(o" c--F) 195 L.F. 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR
4820 16 33 0.2' A.C.PAVEMENT OVER 0.4' C.LLISS IL ItC-7REC-741r_ SASE $21Co29 S.F. TO PAVING.
35 34 33
2a- -08 ,eS.C_PdVEMENT(OVERL/.�Y OVER EXIST. R .�/EMENT 1 I , 2A4 S.F, COMPACTING ORIGINAL GROUND,
33
47 3 21 3 15 ,CONSTRUCT CONCRETE BLOCK WALL PER STD. 301. 9�2 L.F. 13. COMPACTION TESTS OF EM'BANKM'ENT CONSTRUCTION, TRENCH BACKFILL,
AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT
46 22 14 WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF
37 31 THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
45 23
a 38 30 13 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER
Z 44 2412 OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED
_ TO VERIFY:
2 43 40 26 25 11 t (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
� d
42 41 27 28 1O +V
PNST. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
G-TNFFORD S-7 Ex/.5rWW 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-
8 GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS
dd' 44' OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE
1 2 3 4 5 6 7 Q MATERIAL. THE SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL
12 S2' 32' r2' BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR
1•S' s _ PT7"70P2F 25r/5T. ,
TO PAVING.
• �, = WsfLL � S,
Va. QZ T1-•IE COMPLETION OF ROL)GI-i C�Ro.DINC-7 A M/�TERI,r,L_S REPORT �.iJD-T'HE Pf20ROSE�
INDEX MAP3 I 2 I STRUCTURAL SECTION S41S-LL_ BE SUE>M I-1TED B•( TIDE TRL�T EN6rl N EFS TO THE SU13-
LEVEL LINE 'f4 1DIV 11&ION SE�.TYJN OF THE SSOJV IF>ERNARCA t-40 COUNTY TRdNSPC�RTL1TlOIV DEPL�.FZT-
M EN T ROR REV I EW AN D EVAL_UATIO N . A.PPRUV/�L_ W I L_L_ EWE C-�1 V E.N W NEN AL_L-
-� STRUGTU RSL SEC.T101V R t=13 U 1 RZ EM E 14TS MET_ .
la SO'
TYP I CAL. SECT1 O 1V 2S' 25'
1
TURNER EVEN UE 1/
(SES £�r-IFFY N S FOR >OETAI LE.D V
O�Ld' LEVEL LINE
GHtJFa"GH STFtL`ET L- .
&54FORD COURT -7 12
PRaJECT I2 -T
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a Z STAFPdKtfl 1'Z Is. ,e ►2' �
'-�• I 3v
STREET IC.S 12.5 5.5 5.5
I Z . 4: F- 4' f-
Z Z
O.So' V033' �
POdTHTL l >aOUL EV>3.RD �4' �_ C•33' LEVE LINE O?95' : I' �` L EV EI LINE I '
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J�P�ff I I 1 1
3 I �- 3
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOIFR
VICINITY MAP LEVEL- 'T I LT
Contractor agrees that he shall assume sole and
-To_S�.caL� TE
- AK WAY
ELMHURST complete responsibility for job site conditions
NA07
AVENUE NbRWI'CK STREET during the course of construction of this Project,
DARTMOUTH STREET including safety of all persons and property; `
• HEMLOCK STREET that this requirement shall apply continuously
and not be limited to normal working hours; and
EFFEN STREET (SEE that the Contractor shall defend, indemnify and
SHEET N9 (o FOR DET,C�1ILED hold the Owner and the Engineer harmless from
8 TYP 1 C.A. L. S1_c'TI O N S SECTIONS any and all liability, real or alleged, in connec-
NOT TO SIC-4>.LE tion with the performance of work on this Project,
excepting for liability arising from the sole
negligence of the Owner or the Engineer .
a�
�. 2r
R•C.E.2282-1
1 10 1204.105 FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS �� o
140-
BENCH MARK NO.y, ELEV.
Location: Piens prepared under the supervision of: � q1� q = r ROAD DEPARTMENT TITLE SHEET , ESTIMATED
ROAD NO.
} I_ 11� E . �Iw. : _E`�!E <IE�I•`_ I! DESIGNED sr DRAYk !r CnECKED .� QUANTITIES TY P t CA L..
"PK" NAIL IN CENTER OF WINGWAL_L- 15' SOUTH APPROVED BY
SECTIONS # INDEX MAt� FILE No.
OF END HEADWALL_ WEST SIDE OF TURNER L n 7/77 su�rlrtED Ir CDE
AVENUE AND SOUTH SIDE OF FOOTHILL BLVD. J k R. Charchol ate ASST COUNTY ENOR ROADS DATE .17
RECOMMENDED/A►ORO EI !Y
RLq. E. 22827
I STRUCTURAL_ SECTIONS I.16 �Y f0 • "1
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� . � _ ._ .. REVISIONS -. - AP.PR -.. _ ..AS-IT ROAD C_ _101111ONER- I..R- _D_.A.. __. COUNTY
TY ENGINE--ER
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