HomeMy WebLinkAbout643 ESTIMATE OF QUANTITIES
GENERAL NOTES
DESCRIPTION QUANTITY 0--l- . 9c596 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARD Nro
A.G PAVEMENT CNURCN 5T. � /2370 $.FCOUNTY STANDARDS AND SPECIFICATIONS.
" A.C. PAVEMEAIT 43 992 S.F.
. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303AND 303A SHALL BE
6" CURB 0 6117TFX (STD
CUiPB *4 GUTTER (STO. //5 / 76/ L.F. 2CONSTRUCTED AT EACH INTERSECTION.
. //6J / 55 L.F. ,gyp o,s2o'S.B.C.DE.
CURB ONLY TRANS/T/ON B"C.F. ) 6"•C.F. 63 .F. �, // 3� 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES,
COAIC. CPO55 6UTTER STD. //9 9¢/ 5•f WATER METERS , VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS
CONC. �✓/DEN/ALf< 4� TH/C� TYPE ��B"/ "C" 5?D. 09 3 7 5.F TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED A
4 T NO COST TO THE SAN
CONC. S/DEI' ,4LK R,4hfp STD. //O /54 5•F O BE DINE COUNTY ROAD DEPARTMENT.
LOCAL DEP�P_ES_5/ON / EA. ' j i 32 11BARB/CADE STD. 305 �.F.
CONC4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING
. DSP/IiE1NAY APPROACH 5T0. /2B� 4 320 S.F. REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS
3TiPEET MA�PffE�P ISTD. 303 E WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COM-
TOP 5/61V 2 EA, PLIANCE WITH ORDINANCE NO. 815.
COIF ONLY L8 "G f. ) 63 L.F. 0 �8 33
I+ 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUC-
�
( 1 TION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD
1� 1 DRAWING NO. 128 AND RELATED SPECIFICATIONS.
6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
Q > RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
6 26 35
FACILITIES ARE SHOWN ON THESE PLANS.
� r"S
7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
8. A PERMIT WILL BE REQUIRED FROM THE SANBERNARDINO COUNTY ROAD DEPARTMENT PRIOR
S 25 N 36 TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THEIR EASEMENTS OR RIGHT OF WAY.
5/DE141ALf( ORA/N / EA I� � 9. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
(PEiP DETA/L HEiPEON MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE
CATCH BAS/N TYPE "A "' (X= /4' �5T0. 206 10 r1l,, W,,4LL / EA. W '',
W ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE
MOU/l,'TA/N CATCH BAS/A/ MOO/F/ED, STD. 202a / E,q. �
17 24 .97 GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
CONC. HEADWALL (MOD/F/ED r$TD. 209) 10. AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT +
C.
ROC/{ APRON /44 CF T AND THE PROPOSED STRUCT-
36 P. GC.P. (CLA55 ZZZ' /500 D
URAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION
i � 70.42 L.F. � � � SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION
6if C.P. CLASS IIZ /2500 4709 L.F. n_ N � Q,3 � �+B APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET.
A'EMO!/E EX/ST. 36 C.M.P. 72 L.F ` 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY
EM01/E EX/5T. 24 'C.M.P. B L,F THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE EDGE OF PAVE-
A
MENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE
PEMOVE EX/5T. CONC. NEADl�YgLL STiPUCTU�PES Z EA. Z � 22 '� THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL
CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT
CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
J 0 Z� A0 12. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CON-
STRUCT THE WORK TO THE PLAN GRADES.
13. ALL SEWER, WATER, AND GAS MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH
-~ INDIVIDUAL LOT PRIOR TO PAVING.
f CHUMCH .57-P4 9FT
14. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CON-
#/ !FEE SHEET /VD. 2 TRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS
C OR DETERMINATIONS COMPLETED TO VERIFY:
A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT
if IAIDEX MAP SURFACING
B. R-VALUE' SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE
' SCALE : /"=B0' BASES.
15. COMPACTION TESTS' OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN
BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
' FEATf/EiP M27F Z:_'X/5T. ,✓ • SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD
EX 5T. PAt�EME
/ ii DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURFACING
T� �_ t 9 • / tv 16. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE
OF QUANTITIES.
8 / PEiPMIT NULL 6F iPE�TU/,P Bti' THE 5AN BEAW,4 PDINO COU'VTY FLOOD CDNT,P�
3 � 312'x 3"x �2"6ALVANfZFD � /NE AVE.,+II -
STEEL AA/6LE
v O/STR/CT 45 DAYS PSP/OSP TO ANY ENCe0,4C/'/A7E"iVT O.P CONSTrPUCT/ON 11Y/Ty11,1
r/� j� j THE D/5T'P/CT5
�P/Ci�L 6C C�0/V � _ 5/DEl�,9LK F/Ni'5H _.. 5T.
' r .o•d: :a.: .o.b.
r F --T -r-T-rte -�r-, z1v 1 .. 6AMD lW9TALLA7TOA1 OR AfAI�t/TAI�I/QAICE .4G'TIl/ITIES B&' /PEQUIiPFD a1J,P/�t/G Tf/E
CyURG`y �cl"�E :6 -'� °O ;: -�-- i W PERIOD OCTOQE,P /5 TO APRIL 15, WO f)lr 5NAI-L BE UNDE�PTA/lE'N W/TN 4
NO SCALE ' 6 y I Q �� FIVE C/5 DAV CLEAR J1EATNE,P FOfCA5�T1 PEKM/TTEE SHALL MA//l/TA/N niP P,PDUIDE
9396 FOle A FLOOD 914TC9 N/flEN ✓TO,PM G[��tIDIT/OR15 T1 -25_ , 4,110 NAf1E
int Q 'Q PEP5001,9l AND EQV/PMEA/T- AV,4/LA9GE ON A 24-HOU/' 5CNED1,1LE AND RFOOZDE
ty
ISS-070V .4-A {� _ THE DI5T�P/CT dt1MV NAME5 AAID PMONE IVU/NgE�E-5 OF �PESPOit/S/ISLE SUPE.P-
R/W E RAW ' fi Q Y/'50PY PEP50NA/EL .
Sol 60 Z 0 ALL 94CA�c7LL .411711/N THE COUNTY F1L15D CONTROL D/STiPICT )P15A'7-OF- 5f/ALL
25' 25' JO' FOBLVD. BE COMPACTED Tp 95 o REL4TI057 COMPACTION.
5, 7 -- 18' 18 - 7 5' /2' /8 !B' /2' A
- ssl 6.5I 6.5' It.S S.S s z. s' Y/C/NITY AMP
• � 6 6 I _
NO 5CALE '
• '
IV 7� N N07ES- - -
I /"CLEAR
• i/*"CLFAA" I I
�4 B/2"
0.0-5 -' CONST. ENr
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,. :.• � i •a. . :a•.• •o• 6 C A EMENT
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•
8 cONST. e" cU�PB o GUTTER PER 5. B. CO. 67-0 0" NO. 115.
4 9x6-9`LOW6
3 2 3 7 ¢ 2 ¢ 7 rjj I 40-- CONST. 6" CURB 0 GUTTER PER S. B. CO. 5T 0016. NO. 116.
SEC 770/V B-B I - 5 CONST. TRAN61T/D/V 8" TO 6" C.F CURB ONLY.
TYPICAL SECTION SO , R/W � I Li N I 6 CONST. CONC. C�POSS GUTTER PER S B. CO. SM. D!) V0
1 . Z/5.
T YPrIC�L ���TI�T �� R �. I CONST. CONC. 61,00 /ALK 4 THIOS B-' PER CO. 5TD. Dl-1/G. NO. /09, TYPF 11C*1 _
NL
O SCAE 0 I
NO SCALE i 3" Ba-- CONST. CONC. 5/DE41,4Z_ r' 4 *' TH/Cff PER S 8 CO. 57D ox/G. NO, 109, TYPE "B
CORNEL COURT CAST/LLA AVEA IYE /0 C.F. 9 CONST. CONC. 5IDEGYALK RAMP PEI? 5: B. CO. STD. VnI6 NO. IIO .
TRANS/T/D
C.F. ,
---- CONST. CATCH 8A5/N =PER S. B. CO. 6T D1410. NO. 206
// CONST. BARR/CADE PEP 5- 8. CO. 5TD. OPV6;. N0. 305 .
TC - /2 INSTALL STREET M,4R,`KER PER S. 5. CO. 57-D N0. 303 1f 303a .
PRNATE ENGINEER'S NOTICE TO CONTRACTOR /�"cf /I"c.F b /3 COAVT. CB. PEEP 5
. . 6. CO. 5TD. OGV6. NO. 202 a .
NOTICE d"�f B„cF ,�� t
The existence and location of any underground utilities or structures shown � �,�' A
on these plans are obtained by a search of available records. To the best of CONTRACTOR SHALL VERIFY ALL
our knowledge there are no existing utilities except those shown on this CONDITIONS AND DIMENSIONS r C�EDULE
plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- / Q�L� - F ,1�/�jr (�jV ___PLN Cf�/URCN. 5T.
tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER
plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT CORNEL C7-
lines
or structures. - j� W� J L � ��= 5
OF WORK. / L../1 1 CA,PT/LLA 011,E.
NO. DATE REVISION APP. PREPARED IN THE OFFICE OF NO SCALE
BENCH MARXFIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W.O. NO.
MADOLE & ASSOCIATES, INC. FOR
ND.
A- 171 CHISELED + W 67- CONSULTING CIVIL ENGINEERING - ROAD DEPARTMENT
CULIMERT 6-N CORNER HAVEN AVE. $ APPROVED BY: TRACT NOO ROAD NO.
17802 SKY PARK BOULEVARD DESIGNED BY: EK
CHURCH 5T ELEVAT/ON = /254.972 K
IRVINE, CALIFORNIA 92714 OP4WN BY: v� ND.
PHONE 714 540-2066 •3`� FILE NO. (o43
CHECKED 6Y
4_5_'!5T- ROAD COM E►JGR. DATE
v _ L.�.�LV RECOrvINtEtJDED BY
J. 9596 ,
MADOI-E R.G.E. 14614 GATE NO. REVIS IONS BV OATS COUl"JTv EWG1WF_ER Cff)A TITLE SHEET SHEET / OF 5
J.N. 103- 141
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33 --- CONST. B" CU�PB 0 GUTTER PFR' 5 S. CO 5717. AW5. NO. 115 _
CONST TiPANS/TION 8"' TO 6"C.F CURB ONLY. 1
�6�---- COIV 7. CONC. C�POSS c�U77Z?F FEW 6 B. CO S?TJ.—Dy. Na. 7l7.
cy" Zig 17.47X _ 8a- CONST. CONC. S/DERIAL9 4" MICA- PER S.B. CO. STD. DW6 NO. 109.1 'r y77E "B~
99 -- CONST. CONC. SIDEWALK RAMP PER 5.8. CO. 570. DM9 NO. //O.
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V 20 31.42 CONST. _ CATCH 8A51N _PER S.8. CO. STD. 0916. NO. 206.
JNSTALI. STiP�FT MART TT- PEP S.B. CO. STD. 09/9. NO. 303 e 303a
_ /3. CONST CATCH B.,119 tl PER 5 B CO. STD. DWG. N0. 202a -
OoUNrY of SAN BERNARDI NO W.0. No.
PREPARED IN THE OFFICE OF FIELD BOOK. Per-: IMPPOVEMEIVT PLANS FOP
MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT ROAD No.
CONSULTING CIVIL ENGINEERING cQawrj BY: RE/( APPROVED BY:
17802 SKY PARK BOULEVARD DESIGNED BY: ,PE ;� lZ•r.'16 TRACT NO, 9396 FILE NO'
IRVINE, CALIFORNIA 92714 CHECKED 6Y:Q' Ass''T Roc.o comm. EIJG2. DATE + '�
PHONE 714 5402066 p RN
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