HomeMy WebLinkAbout653 GENERAL NOTES
5 41
C_N U2G1-1 -� rSTf?EEq27 CONSTRUCTION NOTES * 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE
EST I M AT E C� QUANTITIES COUNTY OF SAN BERNARDINO. CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE
58 45 44 43 42 41 38 379433 30 ITEM DESGFZIPTION TOTAL. UNITTO THESE STANDARD SPECIFICATIONS.
57 LANGSTON r SIREET 2 . STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 i 303A SHALL BE CONSTRUCTED AT EACH
c� Q -- 0.2� 4 .C. P,6,VEMENT OVER 0.6� GLIS•SS _U AG6REGdTE SASE 3'. 23 S.F. INTERSECTION.
47 1 4 0.2' 4,.C.. PAVEMENT OVER 0.4' CLASS 31 &GC�REC�.TE BASE C-1,2A-8 S.F.S5 11617 18 19 20 21 22 23 24 25 26 a-- 12" 1= C.C..CURB 4; eUTTER PER STP IIS 2SS L.F 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES,
a 8"PC.C.CURB GUTTER PER STD IIS 5,314 L•F. HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR
54 4e _ IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AS
7 to" PC.0. CURES it GUTTER PEI? STC. II<o L.F.S9 S lq 13 12 11 18 17 18 18 20 21 12"PC.C. CURB ONLY (TRANS ITION FROM i2" TO S"C.F) 3 9 8'PC.C.. CURB ONLY 12Co L.F. 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN
UJ 52 51 0- j 24 W PC.C. CURB ONLY (TR,&NSIT101V F=ROM S" TO G"C..F'.) L.F. CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS, WILL BE THE RESPONSIBILITY
EE ` Q ;>., v �• •` 1'7,552 S.F. OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES.
NEM _ 3 25 It PC.G. SI DEWAL-K PER STD NS 109 (TYPE 13 )
12 PC.C. SIDEWALK PER S=. IV9 109 (TYPE "A" 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE
1 2 3 4 5 g 7 8 9 10 15 32 31 90 28 28 26 13 F.C.G. SIDEWALK RAMP PER STD I10 REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED
27
SIDEWALK TRANSITION PER STD. I IO B SPECIFICATION.
33 15 SI DEWALK TRANS IMON PER STI7. 1 10 B MOD1 FI ED
76 81 80 11 12 13 ]14 a PC.G. GROSS GUTTER > SP,�N fJF2EL PER STp 1 19 925 S.F. 6 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
34 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
82 T7 P.C.C. DRIVEW,LNY APPROACH PER STD. 128 12,P47T S.F. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
35 18 A C. 171 KE PER STD 11-7 L.F.
74 10 7 19 STREET NAME MAR)<af:Z PER STD. Ne 303430- a EA. 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
Z 8 8 3842 43 MA iZKEf25 W/tZEFLEGTORS PER STD. N�' 304 EA. 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY
8 97 BARRICADE PEfZ STD. N� 305 E'er' ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY.
Ill 72 85 57 3 4 39 40 44 � A.DJ UST M/SN NOLE TO CSR dDE 9 i=A.
3�- AC>JUST' WATER VALVE Tb C�R,n'De 8 EA. 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
Q 71 66 56 5 E 45 0 REMC>VE BdRRlcopE I E_A_
70 67 55 2 -- SIDF_WAL k TR,SNSITION PER S'TI7. 30rL EA 10• TOETTHETPLANAKES GRADESALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
46 ai O REMCVF_ RE�LL-GTOR_S ,- . 3
1 55 54 53 52 51 50 40 48 47 SCALE = I "= 20J' @- REMOVE A.G. DIKE 377 L.F. 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR
2� 0.2' A.C. PAVEMENT' OVER O.S' CLASS -Z AGGREGATE BASE _ 55,515 S-F. OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN
W L 18 r 99 - RC-MOVE CURB 2�fo L.F 0. 10 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES
58 so 61 62 83 64 2a .OSA.C..PAVE.MaNT (OVERL�`f OVER EX1-=X -r. „/f=N1ENT� 3,31 S.F MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR
49 50 Sl 1 S2 1 53 1917 58 �j - �EN1pVEVEMENT 2�,-120 S.F. TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
32 CCMSTKUGT CCN RETE 19f_0CK WA_Lt- (SER 570. 30, (14.0 11593 L.F. 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR
46 35 34 33 20 16 33 CONSTRUCT CONCRETE 5LOCK KE-TAkN1t,1G WALL Pct DETAtL Sh+5 780 5.F TO PAVING.
47 21 15 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND,
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 38 30 23 13v �w 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER
a I =F1/TURE CO�f/5T OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED
Z 44 24 12
39 29S 8'
TO VERIFY:
43 40 28 25 11
� ` (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES.
42 41 27 26 10 / FLSfUf2ti= CON I EXIST. PLSVEM�T. I'S t0•S' (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
T� tsE RF3�FS� FEA7fiE,Q �'M/N_ S' �2 � I
• CVdRI�) RW F.Y/yT 15 . WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-
R ST. 8 6 _- --__ �a + n PVMr. GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS
1 2 3 4 S 8 7 I 33� 3? - - ���LE'�/EL LINE 114 :1 MATERIAL.
OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE
MATERIAL. THE SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL
BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR
10.5; tt' tt' tl' t1' I ►os 3.07- Ntd.X. 2 TO PAVING.
' a �, Io r d I Z 5 I
U MI-Ts OF 16. AT -n4S COMPLETION OP R LX5-1 1 GRADING A. MATERV%LS RI✓PO ZT AND T14M P'ROPC1"E�
' Z EX-CFZOWN Z { vRN ErR AVEN UE
INDEX MAP extsr.Pv r. o t-INE i S['IZUCTURI-S.L SECTION SHALL BE SUBM ITTED F3Y THE TRdCT ENGI N EER TO T"E=
1 amu.�� _ _ _ LEVEL LIME '/a'' I' I=t�Ti E SUL7>0IVISIOIV SECTION OF THE SdN L3ERNARDINO COUNTY TRdNSF�RT,�TION
C7EPARTh/I ENT FOR R E-N/I EW # EVAL_U AT 10 N . A PPFZOVACN _ WILL- B E GIVEN W H E N
R/k/ AL1_ STRUGTU RAI- �,ECTt O N Rt✓1 UI REM E.NZ-S {-t•L<,V E S�-7=1J M 1✓T. ,
� FUT -- CONST. IST. EX►ST.PdYEM'`'[".
11 fes` 728 I 1 ol�R EX 1ST l NCS FrWEM'T V 1 S�)y�l� �t� P+V
!o 8 8' C
T Y P I CA L. S E CT 10 IV 4- 4a'
RAMONA AVENUE
� EXIST.
PROJECT T' 1' -� LEVEL a N� t/g':I` V 33
CHURCH STREET
4r_ 2B 12
W
IW UJ
CHURCH STREET
> > R�r
ST,dFF�RD t2 lie,
_ n � STF2EET ta.S 12.5' 6.5 ' � �i.5• �2.�i I�.S 1.S'
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1/4_ VElINVEL I LINE LE ~ I -
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(10 4 11 6=1 II SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
VICINITY MAP LEVEL T I LT
Contractor agrees that he shall assume sole and
NoY To SCALE
complete responsibility for job site conditions
GRANGY AVENUE LANGS70N STREET
1-IEML.OGK STREET during the course of construction of this Project,
PEARL.. ITE AVENUE including safety of all persons and property;
that this requirement shall apply continuously
and not be limited to normal working hours; and
that the Contractor shall defend, indemnify and
® hold the Owner and the Engineer harmless from
TY P I GAL SEC'T"1 O N o any and all liability, real or alleged, in connec-
tion with the performance of work on this Project,
NOT TO SC,C_UE
excepting for liability arising from the sole
negligence of the Owner or the Engineer .
61-71-77
K R.CI-IARCF-IOL DdTE
2.C.E. 2282
BENCH MARK NO. I - ID 1204.105 4 m� • . 4 COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS D
ELEV. FIELD 900K REF
Location: Plans prepared under the supervision of: Y x -
ge-
ROAD DEPARTMENT TITLE SHEET , ESTI MATED
ROAD N0.
; 1o�r I �tE �EI' _. et �l � �. � � 1t QLIANTITI ES -Ty PICAL.
kz
DES14NE0 Al pRA1lM er CMECKEp h
APPROVED 8Y 1
"PK" NAIL_ IN CENTER OF WINGWALL 15' SOUTH
_ G SECTIONS INDEX MAP f,�E No.
OF END HEADWALL WEST S1 DE OF TURNER W"777
Y ,
' c r t ? SUBMITTED 1Tja' �I�A/ f
C D E ASST COUNTY E NGR *WS DATE N
AVENUE AND SOUTH SIDE OF FOOTHILL BLVD. �l k R. CharChol Dater 2 STRUCTURAti_ SECTIONS ( (6 �P RfCOYMFNpEO/A►PREl By
R E. 221327 1` _77,
AW
� RETAINING WALL DETAILS (.(G• (0•fa T1
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