HomeMy WebLinkAbout570 ESTIMATE^ OF OUANTI TIES
!' /TEA/ DEWR/PTION QU4NT17Y UNIT RFJVARKS
1 CLEARING AND SITE PREPARATIONN L ' M C . SEM V L
EXCAVATION AND GHADING LUMP' SUM L.S . SEE GRADING PLAN
3 0 .20' A .C . PAVEMENT 51 , 47r S .F .
4 1 335 L .F. PER STD. NO. 115
a 5 P.C .C . CURB AND GUTTER (6" C.F . ) 2, 110 L .F. PER STD . NO. 116
P.C.C. CURB ONLY C .F. MAY VARY) 153 L.F. RETURNS ONLY
,. 7 P.C.C . CROSS GUTTER AND SPANDREL 1 , 136 S.F. PER STD. NO. 119
P.C .C . SIDEWALK 14, 934 S .F . PER STD. NO. 'S 109, 110, 30
P.C .C. DRIVE APPROACH 2,394 S.F. PER STD. NO. 128
CONCRETE10 L_ K WALL H=32" 32 L.F. PER STD. NO. 'S 301 8 302
t = " 1 L.F. PER STD . NO. 301
STREET TREES ( V5 GALLON) 53 EACH
TREET BARRICADE L=34' 1 EACH PER STD. NO. 305
R (W-60R) 2 EACH PER STD. NO. 304
IS AME51IMS 4 EACH PER STD. NO. 'S 303 a 303A
A0,11151 MANHOIF In GRADE 4 EACH
ADJUST GLEANOUT TO GRADE1 EACH
~, 18 CONCRETE &0CK WALL (N=40") C4 L.F. PEP STD. NO. SO/ 41 302
- ----- ---- -
E A NYAN STFq E ET
SHEET 3
GENERAL NOTES .
17 s / ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND
THE SAID BERNARDINO COUNTY "STANDQRD5 AND 'SPECIFICATIONS.
t 16 1 2. 'STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 8 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR 'NOT SHM ON THESE PLANS THE
LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE
SAN BERNARDINO COUNTY ROAD DEPARTMENT.
4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, - PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE
18 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES.
4. 2 i5 i9 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT
'STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS.
f L' 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 'HIMSELF WITH THE 'SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE t0
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
7. 'SHAVING ONSTREET PLATYS INGICATES A.C. PAVEMENT 70 BE INSTALLED.
KIR=O 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO AN ENCROACHMENT OR CONSTRUCTION WITHIN 'THE SAN BERNAAtyINO COUNTY
., 3 14 GQU HEET EASEMENTS OR RIGHT-OF-WAYS. '
20 9. ROAD DEPARTMENT APPROVAL DOES 'NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
W+ 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
'
11 . 'SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET 'BY THE CONTRACTOR OR -ENGINEER. THE STAKESSHALL 'BE -SET AT ALL HINGE
W 21 EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT 'MORE THAN 50 'FOOT INTERVALS. ADDITIONAL STAKES MAY BE 'NEEDED AT
W
N W "WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING BY SUB-GRADE BY INSPECTION PERSONNEL.
Z w Q �1 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVICUAL LOT, PRIOR TO PAVING.
> , NOT A PART
13. COMPACTION TESTS OR EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL 'SUB-GRADE SHALL BE PERFORMED AT NO COST t0 'SAN
Q i BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD
-DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
22 14. AT THE COMPLETION OF PAVING, A 'MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING '
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
1 (A) . R-VALUE, -SIEVE ANALYSIS AND SAND EQUIVALENT OF -AGGREGATE BASES. '
0 ---- ' „) ('B) 'STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. j
' 4 13 0 MANDARIN AVENUE 15. THEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL 'WHICH CONSISTS OF A -ROCKY MATERIAL, THE 'SUB-GRADE SHALL BE PERPARED BY REMOVING ALL ROCK WHICH
r
THE
—� PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAW THE 'NATIVE MATERIAL.
',r �� Y ' 40E- PROPOSED STRUGTYRAL SECTION SHALL BErn vti lle rnwrr rurrLtrn -Tn THESCA LIE _ � SHEET 3 _
THE
Y 3 Orel/AI WILL OL Tll��[I crr+Trnac
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REQUIREMENTS HAVE BEEN
_-
1
12
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it
' 24
+BA1.1 AN ST.
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3
10 w Q 10 YEAR SCHEDULE
•l HELLMAN AVE. <o.o
c=n a Q z SAN BERNARDINO C'0. .III. IUD. A-235 KI RKW OOD AVE.
25 }-,
o ` CHISELED " AT CENTER OF N.E. CURB RETURNBANYAN ST.
5
Lea f
MANDARIN AVE. Z OF AMETHYST AVENUE AND BANYAN STREET EAST.
ANDARTN AVE, 50
9 i ; f '' � 'ELEVATION: x652. 72 -4. 5
W Q
c Q LA GLORIA DR. ''
Q �
• J UJ i
-' APRICOT AVE. Q
J r�ACT 9134 t
LEMON AVE..
ORANGE ST. SPEaAt NO"T"E FROM TIMAIT EM!WrTR TO CONT A
Contractor agrees that he shall assume sole and complete responsiiSi•tity five vitt ;
conditions during the course of construction of this Project, 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 shalt defend, indemnify and hold the Owner sed i
the Engineer harmless from any and all liability, real or alleged, in connection with the
Performance of work on this Project, excepting for liability arising from the sole negli-
Sence of the Owner or the Engineer.
VIMTTY MAP
y
INDEX 14AP SCALE: 1 "=500'
• t� /a_G� 7"L
ICE No. 24838
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. 12
13
16
ASSOCIATED ENGINEERS FIELD e00K REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. ° N0'
�ev,se -Quan, I} ►�� l� 2.3-77
R 0 A D DEPARTMENT - TRACT NO. 9135 ROAD NO.
316 EAST "E" STREET Rev Quantity Ifern*ID,add�l
_ ONTARIO, CALIF 91764 Delete ►Je+e No.
s31�1
D"igned Sy AP'P'ROVED BY
714 - 986 - 581 a D•"►" a INDEX tfAP, FIERAL NMS
FILE N0.
y cheftee 97 12. �__ _ . ROAD COMMISSIONER �i AND ESTIMATE OF (QUANTITIES . 5'10 '
to -7�
CATS ARK REVISIONS APPR DATE a 311 SHEET 1
. - - 24838t
75-66 B
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