HomeMy WebLinkAbout700 OF QUANTITIES 'T114ACIr NON 9 5 6
ESTIMATE GENERAL NOTES
4 DESCRIPTION QUAWTITY
I CONST, 030' A.C. PAVEMENT ON NATIVE 501L (HAVEN AVE) 1 1 070 SF'
W CONST. Q-25' A.C. PAVEMENT ON NATIVE SOIL (19TH 5T.) 4- 1, G9G SIF
U2 cow5T. o.?_o, A.C, PAVEMP-N-r ON NATIVE S01I 90, G09 SF 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH T4ESE PLANS AND
n3 C�QtAc2T- CUR6 0, GUTTER (V'CC-. cAATE SID.AZ-8 1. ZZO Lr-. THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
CON-OT. CuRb 4 GUTT��_R wcv-. ) 0.Col "_J70. t is 4-.-Ac) LF <
N. �j-D 2. STREET MARKERS PERSAN BERNARDINO COUNTY STANDARD NO. 303
(S� CoMcoT. SIDEWALK , Tl-,(PG "A" (W 109
Q�0) CONST. r-p-oss GUTTap- It 119 (G CA) '2,(�199 -51F. 3-30 (-F AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
7 CoWsT. etDEWA(_1< T\(PE "r_" (W- G' ) INCL. ORWY. 109 ;27. 1594- :Bp, CURE5 OKLY 3. ANY CONTRACTOR' PERFORMING WORK ON THIS PROJECT SHALL
CON15T. S(OEWALY- RAMP I (OA 14 EA. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
T. 301 -204 RESPONSIBLE FOR ANY DAMAGE TO EXISTINGFACILITIES RESULTING
CO�IS CONC,. aLOCk WAUL >
4 5= 100 Lr DIRECTLYORINDIRECTLY FROM HIS OPERATIONS, WHETHEROR NOT
QIC
GONST BARR(CADC- -KD Or oTR. TEMP. PNV'MT 30r.4305A (3 CA.) SUCH FACILITIES ARE SHOWN ON THESE PLANS.
INSTALL STREeT StGN MARKER -303 4'3�A a SA,
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(ZEMOVe aARR(CADE 4 TEMP. PAVeMF-NT (<!g (9TH' \I 15T. ) C-A) 20 LF. Qz T12ACT 4. SHADING ONSTREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
REMOVE CLF=APMC&- MARKER'& (a 19TH ST.) '28 FEA. Ir
I FA. HCEATHEER C,>T. .01
INSTALL, W-21 1Z RErLECTOW- (CP EiJD OP RIMG AV. ) 's, 41 )> 5 . AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE
CONST. CATCH E�ASJN SiaCo, STV. 10G 4 5A. PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT
wa; ENGINEERTO THE SUBDIVISION SECTION OF THE SANBERNARDINO
coNs PAIRKWAY CULVF_j:?T PER PS All- ON G44 8(W OL-F, W COUNTY ROADDEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL
co N ST. 4-3*K,2-?" cM9A GTORtA PRA IN _6 L.IF. I qpk &7 BE GIVEN WHENALL STRUCtUAAL SECTION REQUIREMENTS HAVE BEEN
CONS-T, 3G" r-MP STORtvi C)RAit,4 S'Z G L.F > '-30 - MET
CON ST. -rleANSIT[ON STRUC,_TURe W 14 PER PeTA iL-ONSHT-8 10 L.f=, z F- ze ?4 zG IZG laa
I ?o 6A . 00
C6_F4GT. _!S�TtC, _d_Cc_;A:14 di 4 :r 1 6;:;5 6 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE
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7 (P SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO
CONs-r- Z41' Rr-P 5TORtA 9RAI�J L,F� 40 COUNTY ROAD DEPARTMENT LISTINGALL TESTS OR DETERMINATIONS
-7
Ic :3 COMPLETED TO VERIFY:
lt45TALu A9,mco aN9 s6c�-"oN Pa7R veTAI�_ om SHT. 16A. 2 0 LB A. STABILITY, QIL CONTENT AND SIEVE ANALYSIS
B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT
'�A OF ASPHALT SURFACING.
OF AGGREGATE BASES.
La 0 0
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I t,4G 7 . COMPACTION TESTS OF EA8ANKRENT CONSTRUCTION, TRENCH BACKFILL,
Sea COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER-
FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT
> 01,\ 0 6e WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS
1-7 11 ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR
.4 APPROVAL PRIOR TO PLACEMENT OF SUB-BASE , BASE AND/OR SURFACING.
0
-7
14. Val Ile -2 C3 a % _�( 8 . ROAD DpPIARTMENT APPROVAL DOES NOT INCLUDE WATER OR S I EWER SYSTEM
-) Uj OR ESTIMATE OFQUANTITIES.
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- 0�. 9. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL
STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
SHALL B
UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE
FOR THE FVLL PAVEMENT WIDTH PRIOR TO PAVING.
_F1'R. 9 4 3 2
Wit
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(NDEX MAP
_j
PROM STA,. '20:5+-7-7
NORTH e0UND TO 15-17A. . Z04.+921
TIZ. &DRY (-AM
R/W T MCI _r(ON
T ,
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'zo 4� d To[7d . q>rzE PLMj r-OQ_
& /"'r LOCAT(O" O�=
c->FE- PLAKL V-OR J (2' E-)(. PAVEMENT WALL
I BEE TRAC_r Mo. 94t5la
-7' PIVt,4T. TRAMS. 1 -7.44
I le W I ly - (MPIQ-O\IEMF- TS SAWCUT
_,m.0+-7 a To +0.0-7' jot" 9% .4
to 1;1A 4+
-M,5AIM - - -'.-,-*-,7-.-.-:.-.-.
4 Tt4F= ().Jd A.C. 0\,1C-l2(_AY RE-QLj(;ZEMEM-r MAY BE DELETED
.0-110 C� 1117�7 co C�,, 't
f_1 PROV(DED THAT
SEE NO-TC- PUGHTA
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S 01,S) A, �:(EUD N'bPF_�C_T(OKI BY THE-: COUMTY ROAD DEPT.
A. _j,
*4 : 4 .," 4 DETE12MNB�-:) THAT F_y,1e;;-rlKG PANEMENT IS N
X4 VY B PF7bTHG(? A.C. M(M.) CONDIT10M.
76 (1�0 AT THE TIME "-iF_N AUe te, C0N1STtZLLCTF_D , THS
TYPICAL 5 GCT (ON &)QC>T(9G PA,\JF_MF_KT REMNKA-5 UMIDAMAGr=D W,(
TYPICAL SGCTIOM CoMc-2TRUCTIOM OPERAMON115.
4 19 TH. 11:0%T. (MOT TO SCALC-) HAVC-M AV G
;rYPICA L S6'C TION 1-16A TkI67? S TR676 7' STA,. 04-78 To 77 *77 (NOT TO SCALE)
Alor -ro SCA 4-6
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TYPICAL SECTION GG ' R/W
TYPICAL SECTION
(ROT TO
( NOT TO SCALE Q(MG Al.\j G M U E
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YAU W C>A AV G N U e DAkOTA -4.11E-MUE 41 W(SlEP-14 A\J I-.
PALM 092(VE CKOT TO SCALE:) VICIMITY MAP
STAI. -7 + 77 TO IS + 11 NO SCALS)
-VELOPC-t2 :
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE owmelz Ce
The existence and location of any underground utilities or structures shown CONTRACTOR SHALL VERIFY ALL T(Ro M P G 0 ASSOC.
on these planl-are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS I
our knowledge there are no existing utilities except those shown on this c:30S F_L M AV.
plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- P.O. a0y.
tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER CAlZLSe>AD , (::A . c3-2008
plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT (-7[4-) .7Z9- -79131
lines or structures. OF WORK.
Nd. DATE REVISION APP. PREPARED IN THE OFFICE OF FIELD BOOK REF COUNTY Or- SAN BF-RNARDINO IMPROVEMENT PLANS W.O. NO.
(1/1-?1-7-1 A90sl? TYi-(cAL, rer_T�om FOR P5,ATHER STREST BENCH MARK NO. 216 : MADOLE & ASSOCIATES, INC. A lAdded M617-,(M ROAD DEPARTMENT FOR
.1CF-VISSP fV0f1LQ OF V4j6-M9ij1N AVG f09 NeW CATe-0 13A$iN-% CHIS a " N.E. COR. CULVERT CONSULTING CIVIL ENGINEERING A Adddd -s r.,s&r_+ion APPROVE0 BY: TRACT NO* ROAD NO.
1/,Ze)-IS AQQ�o cATck F3,Arq�Ns. *X f13' vj . ' - To PR C- HEADWALL N.W. COR. 19TH
�1_4#9cfl 9 Ajrj. 17802 SKY PARK BOULEVARD
kj-�, & HAVEN IRVINE, CALIFORNIA 92714 OPAWN BY:
Aippep 'SHT. 8 t�-Oq VF_TAIL� OF 5TORM 91;�AIN F E No
A90MOWArL_ U-S-rlf-010�Ta OF Q0^NT(T18_S ELEV. 1430. 888 PHONE 714 540-2066 CHECleeo BY: ASST. ROAD COMM. ENGR. OATFE 9586 "t" 100
M nt 577-] - SHEET I OFS ,
42-fe4-7 COUNTY EWG1WeEQ DATE TITLE SHEET
W-A-K ;;�0� DATE NO. J.N. (0�5 - (GO
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0NSTR uc-r A.C. PAVEMF-N-r 16 R L
&, (D-,c -r C:.UP5 #1 GUTTF-R PER SrATF- or CALIVr c3TO. Al2-a
C>NE3TRuc; 8?�*53'4a" 32.00 50-�2 1' 31--.5 4'
0-�G (�ON94paUCT r-C)Nr-. CRC>69 GU-r-rMR 9F-R (a.ia. Co IB-rD. 0\NG. NO- 119
�- p (SOO-00' 6cD'-G0 44.771
S c)Ns-rQucT ialt)F-WALR _-R S.B. Co . (a-ro. OWC3. No. 109 -rYPz *A" I
ANI E N U Er 19 TH STP. EG-r --')Q��- RAMP pE:R la.B. CO. 5TV. DV,/G. NO. 110 c 2-7 a'a 349; 14r.9-Od 708.7d -5G( .401
HAVEW COWSTIQUC�r c3lDr-- WALk &
r-oNC. SLOCk WALL Pr=R 9.1B.00 . li�7TD- lc>vjG- N(D - '301, H- G' 1!500.Od r.78.1 6 :344.9e;
C>r=E TIZ. 94-1-3?
IMPla . PLAMS
PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W.0. NO.
DENCH MARK N 0 .12 1 G MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT
CHIS 0 El 10 N.E. (;OR c(jLvF-R-r CONSULTING CIVILr ENGINEERING r DRAWN BY: APPROVED BY: TRACT N 00 ROAD NO.
HL'AIDWALL N.W. 17802 SKY PARK BOULEVARD yc�'r�n
H"NVF-N IRVIIIE, CALIFORNIA 92714 DESIGNED BY: W�' (0 --c3 586- FILE NO.
PHONE 714 540-2066 CHECKED BY: ASS'T. ROAD COMM. EMS-R. DATE N4i6-No. 100
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�9V, R. C E.XIX A�e DATE NO., REVISION BY DATE COUNTY ENGINEER DATE
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i CONIaTpucT A..C. 1=>AVr_MEN_r C U PZV F_ DATA
D 19 TH ST12 G G T
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6 CONSTRUCT CR055 GUT-lrEm pea 4a.13-co. S-ro. OV14C2. 119 A 131*4'e :a,60 e o-oC;' -3-2.011 '20.G I
CO N ST R UC T -al OM WALK PEPE '3-15-CC) - STO' 'D%NG- No- 1 09, -rypF- _a I
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CON57RUCT SIDEWALK IZAMP PF-T-Z S.B-CO. e_M OWG' NO - 1 10 &
CO N 157 R UGT CONC. BLOCK WALL Pr=?- c5,-lb- CO. ST0. DWG. H -c� (�D �— Z664�1� 1500"CO G-7e. Ir-'* -34a.-Oe�
CONSTRUCT BAQQICAOM PF-%Z C5-8.00 . S)TO. lDVVG- NO- 3o,51 AND 0,12,7 ld 14C.B.Od 11, 601 C5.80 1
CONSTQUCT _rFMpORARy p.&�,jFMEN-r pEp. Sj5.Co.ST�D. lDwr_.z,. "O. -505A. @)- I
PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO.
BENCH MARK NO. eIG MADOLE & ASSOCIATES, INC.
ROAD DEPARTMENT
TRACT NOo ROAD NO.
CHIS #Cl jv N.E. COR . CULVERT CONSULTING CIVIL ENGINEERING
DRAWN BY: APPROVED BY:
HL-ADWALL N.W. COR. 19TH. 17802 SKY PARK BOULEVARD DESIGNED BY: 9586 FILE NO.
IRVINE, CALIFORNIA 92714 AQmv cATM 5AS NS 4 STOP,fA PRAI 0 �-14_
PHONE 714 5Q-2M r-VISSO PROFILS Or- Wt6pTSRLA AVE. 6,9q_ CHECKED BY: ASS'T. ROAD COMM. EIqGR. DATE Dy4re. No. 100
OR- 19 TW STPISIET
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& 4 C-oNST. 6" CURE3 4 Gu-r-rE:R
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