HomeMy WebLinkAbout665 ESTIMATE OF QUANTITIES GENERAL NOTES
DESCRIPTION ( CONSTRUCTIOM ITEMS 3 QUA NT I TY
PEI2 S.E5. CO. STD
, TRAC5 - NO- 0 945� 4
1 A•C. PAVEMENT C INTEP100) 41 , 9 0-7 SF. '
�' GUTTER -- - - - `
V.
2 Co CURB I !6 l, 2 7 Co LF. 1 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND
3 g" CURB �' GUTTER 115 `322 IF to THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS.
4 510MWALK , TYPE "Pa" 109 9 , 7G4 Sr-. + N tft
- _ �' , o�b� 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303
5 CROSS GUTTER ( Cues oNLY 12.(o LF ) 1 (9 988 SF Co rv1 DEWA LK RA Mtn 110A 4 EA 14 � $` fa� AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION.
-j 13AC2RI GAT E �� •��
TEMP. PAV MT. o END OF STREET 3oS 18 LF. � � •(l�• P
-- P6� (�t' � 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
STIZEET StGN MARKER _ 303 303 2 EA. 1� FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
9 CONG. 6000KWAI.I. NP= 8 F�ES2fl£TAtt HEREON Goa lF, M ,• ..T-rr1 - ; RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
- - AL- -
REMOVE 6ARRICATE TEMP. PAVEMENT 2 EA. C WIG 14 -CDNC BLOC KVVALL TyPE g t t �„� 1 ��'C •. gyp. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
( I A.C. PAVEMENT (EXTEI2(OR) e (9TH ST. 12 . 4_03 SF. PER OE �-� 'C�' CK SUCH FACILITIES ARE SHOWN ON THESE PLANS.
TAIL- 14eR . .- , g �o
2 t3" CURF�_�r GUTTER PER STATE STD. A2-8 co 04 L.F. ----���- ,�SN� � R/'r 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
- - -
t3 SIDE-WAL 14 , TRIPE •A" 109 B, 020 SF. •�- �- P11 '•- s,
W- 2t R t2E1=l.EGTOtZ - - - Moro I EA. � '
- ----.--_ AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE
1 r7 G PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT
EXIST SLrc.WALL of ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO
8 \ COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL
6
BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN
s"x2"x t6'sl��c caP,dat-a�A 'Iscaowrt to \
MET.
PALL. AL . MLL S tN TOP I+ 18 �
COURSE TO 13ONO GAP I _�,� _ 6 . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE
9 S SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO
1!R 3 dAR I � 2a 17 COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS
CON T1 NO t3S _
�_ / T'� COMPLETED TO VERIFY:
J A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS
I IN CKANNE3L t3 LOCK � GALA �-� - c11 IV OI OF ASPHALT SURFACING.
AVE• B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT
of 4
< # 4 '32'O.C. tN CENTER tnl 0 ( uJ O OF A
OF WA LL.. X
QI > Z AGGREGATE BASES .
1 1 .1 , (l 0Of r 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL
n � "X6�1X 16� CONC. �LOCItyYAt..t� W� s
T RAKEp NORtZONTAt_ JO[hITS s O E 11 ip I-
ff2
I I i W W 3 COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PER-
_ pESERT TAN • 01 W W
FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT
6J t3•xa^xtm'�coNc. gt�crc Ptt�►s'rER 0 �9 i9 ..-.-� � .. Q2 �• t s 0 I
I (5'`Oi0" O.C. , CHOCOLATE BROVYN J u1 (n U WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS00 ,
ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR
oy� 0 30 h ( : d W 12 2 2 4 APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURFACING.
M d < `� � I t.� N r
of
2 - J+ tvEwaLK l�1N. S ; 2�J
W 8. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM
pp to cn
c - GRADE d I (3 I ' OR ESTIMATE OF QUANTITIES .
r I j i 9. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SCIIL
00 I) �' �'' '/ _ GALA � STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
�y r ( MAX GROUND OR Z t7E WALK '
FIAT. GAO. a Z I 04C WO.C. ALT. PN. LOT PAD N [Al FIN • GRADE Q `��� SEE AVENUE _o SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE #
OFt FIND OF-mo wm FTG• 14r_45Vr_-9 14 *4 PSR CONT , SN FI, FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
/� �� I I NO• 2
LOOT PP. N �' VALINDA TIS. -= ~3 t
wNlct-lEveR- s�4 e►aR aaNT. ( _
is LOWER 't) G, Z •
couQY
2,G - -
_/ 0 27 2A
WALL SECT(ON t2"IPIAM• RnSn4CUSS 0 2-#4 %VRT. OARSZ I I 29 3o 31 32
r0arIN&S C? 12'o.c. �► .� I .� I --
1,L., -�-- I , I T R. . `?
A PtE = sEe-t'tot�t s I- �I N c�ovs�,e�criav ,��,E-s
6LOCKWALL DETAILS _ INDEX MAP
TYPE
��8 N SCP.LF_ I 100 S /
NOTES:
�sr 9, Ty�,t5 B'ase s• 4.14'
(• ' ALL VEI?TICAL CELLS CONTAINING BAR (-TESL SmALL dE FILLED W 4 GROOT O
{Z `TOP OF WALL AND FOOTING 3t-PAUL. EN-= STEPPED TO C.ONFt7RN1 WITH `3LOP�
pF GROUND• 5 S/G3E`Y4�+C .P-4i�lf �.F-� SB C� 5J7> C�1/�'
0. r4LL WAt_t_S SRALL 5E PLUMS Ah1D ALU 5LOCK COLV�s SHALL 15S MVEL• O GG1'i�T B.4P�iGQo,E �,F.e SB Go 91� ��Y�' .�a5,4,U�
4. BACKFILL SHALL. BE COMPACTED TO A OtNIMUM OF 901* OF tAA'91MUM
PENS(TY.
�. FOOTING SHAM SE CLASS "A" COtJrM RETE• _-'7'n7I�
0. CONCRETE BLOCK SHALL BE GRADE 'A" UNITS INC TO A.S.T. M• /Z ST B'CUP.B 6U7T,F� o.E� ST.4T,E C4 ,42-8
PESIGNATION t40. C 90• ., M CDIiST C�,UI. S✓��`t/-sL,C �,F� SB. Co STI? "n`t/�'/o9, T`�.� • '�,vJoO�
RE I N FoRcnNG STEEL - GROUT MORTAR AND c1:A S A C4LICRG l S4+AL-L-
�. 11 r O CON-5T. QJ NC• BLOCK WALL TYPE �t3"PER {�TAIt.._ NE1�P(�.
CONFORM TO STAN3ARD SIJ6 WICATIOIyS. LAP ST_:C-L_ 20 PIAMETERS .
15• MORTAR To BE GLIM INATE0 FROM VERTICAL JOINTS OF ROW OF
15LOC-KS AT PARKWAY LEVEL_.
TQ. 81ORY T;2. 95 SG
i - - -
Sou'"4
4
tZ�W E
t RJw % Rf W , Raw. R/w 88' Qiw
S/W. UTILITY 7 + 5'0 r S/w.A,LMLITY , 6 O' , �1 44, I i LEMON AV. >
EASEMENT / 2 5 2 S EASEMEIMT 30 30
�2' Q Q d
I
5' cam.cam' 22' 10' HICHUAN� AVE• ,
t 1 1 I / I•� 4! Co•51 IZ.SI 5 ' S.S' t2.S1 l'0.5` 41 l.s r 9
t.5- 1 4 G.5 I2.S S.S I S.S 12.5 G.5 4 I.S .S ® �
19 TF1. ST.
Z .� z vcv Z ��17 JOl N 0.071
h 0 o a I ,,, o o• o o a N >
7 - - 2.oT� - f� �" Qtp
SITE Y
i �• - I3 i.. " t=EATNEIZ A.C. CZ' MM.) w
4 t � a 4 3 3 4 I t v w ) J
2 (D
TYPICAL SECTION 50R/W TYPICAL SECTION 60 ' R/W TYPICAL SECTION 191,H STREET BASE LINA. Av.
( NOT TO SCALE ) C NOT TO SCALE NOT TO SCALE
PALM DRIVE GALA AVENUE
. � VICIMtTV MAP
MANGO STREET
N (1�o sc ASE
• Contractor agrees that he shall asstzrne sole and complete responsibility for job •''� .
site 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 lim-
ited to normal working hours; and that the Contractor shall defend, indemnify and CHEVRON COIJSTO-UCTION tO.
hold the Owner and the Engineer harmless from any and all liahility, real or alleged, '
in connection with the performance of work on this Project, excepting for liability ISM EUEVENTI-1 S"('. SUITE IDI
arising from the sole negligence of the O%.•ncr or the F.ngincer.
SANTA MON(CA, . CA. 90401
(2l3) X9 6 - OG-7-3
NO. DATE REVISION APP. PREPARED IN THE OFFICE OF
BENCH MARK: NO. 216: FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W.0. NO.
MAOOLE & ASSOCIATES, INC. ROAD DEPARTMENT
� FOR
2 App s'feRM_OR.4 r N PCR TR 9 58�-�'l s3
CONSULTING CIVIL ENGINEERING TRACT NO.
CHIS " O " N.E. COR. CULVERT WALL LOC�'.TION TYP I_ - - g-r. ��_ ROAD NO.
HEADWALL N.W. COR. 19TH - - - - - --_- DE51GtiE0 (3Y: �,•T'V, c,aPaovEO BY
17802 SKY PARK BOULEVARD At v �ocxyv�+�.- [7El'A_IL �J•=r-)� 9,KY wG• NO-
�, b HAVEN IRVINE, CALIFORNIA 92714 - Octnwry 9Y' �Z .�S .'11
?ILE NO. WOE
PHONE 714 • 540-2066 CHECKED gY�•�11 M ASST ROAD COM ENGR DL1TE 9454 ELI~V. 1430. 888
, � ,,cry{-11 RECO►�ME�.'DEO a� TITLE SHEET SHEET 1 OF 3
J. MADOC.E RCE 1x814 !]a7E NO. REVIStpNS 6v OoT� COt1►.ITv EWGINEER DATE
J.N. 102 - 196
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SEE SHEET A10• SEE AT RIGHT 4" SEE AT LEFT
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PVMT RELOCATE TO GO. 32 -� So oo' 02.00' 62.00' 43-d2' 2 Ell
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� �" 34 ro0.00' 30.00' �O.pg� 2 2 •�
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CUQvL OATH
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A 10 26 32•• 262.00 51.55' 2s.es,
CONSTRUCTION NOTES l0 2e3z soo.00 .5a.eq: 2�. so'
- 102e.32' 318.00 Se 14 29. 15 MAM GO STRG G.T
G a•L A AVEM 11 � �--� �oo�` 20.00 31.42f 20.00'
I CONST- A.C. PAVEMENT C tw-M010R7
qr-, CONST. A;' CURB 8. GUTTER QER S•B•CO• STD.flwG• Ii5 15 154.1 316.00 73.60 36.97'
CONST SIDEWALK PER 5•5-CO• STD. DWG. 109, TYPE "B��(SEE SNT l ) /�
�-CONST. CROSS GUTTER PER 9.8-Co- STD- DWG• 119 iF F- 13 1541 300•GO 69.44' 54.6'7'
goCONST. SIDEWALK RAMP PER S-15-CO - STD. DWG. 110 � G 1�1s'41" 282.bo hs'2732.71;'
10 INSTAL POST WITH REr-LECTOR ( W- 21 R ) PEtZ -/ 384422, E.0 06 40.57' 21 -O2
5.�. CO. STD. DWG. -bo G.
O. 2s�2844' 40 -00 17g.�5' -
BENCH MARK me v o NOTE TO CONTRACTOR PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO.
• ENGINEER HAS ATTEMPTED TO SHOW ALL PERTINENT MADOLE & ASSOCIATES, INC. � ReVl5ed Man o ,reef E1eva- "- `1'�e�a ROAD DEPARTMENT TRACT NOO ROAD N0.
CHIS . ❑n ON N•E- CORNER CULVERT UNDERGROUND UTILITIES OR SUBSTRUCTURES . IT IS
THE CONTRACTORS SOLE RESPONSIBILITY TO LOCATE CONSULTING CIVIL ENGINEERING ReMOVEp 6"GFcON6T• No'1-E-
HEADWALL N•W• CORNER DRAWN BY:
AND PROTECT ALL UTILITIES OR SUBSTRUCTURES 17802 SKY PARK BOULEVARD App Orza1N P �RQ5to�'rat•'r�s3 G•2Z- STS/• APPROVED BY: 9454
NINETEENTH ST. 6 HAVEN A\/E WHETHER SHOWN OR NOT. CONTRACTOR SHALL NOTIFY IRVINE, CALIFORNIA 92714 DESIGNED BY: SKY. �L•lS••1 FILE NO.
E[. EV. = 1430. BAt�3 ALL UTILITY COMPANIES PRIOR TO EXCAVATING OR PHONE 714 540-2066 CHECKED BY: ASST. ROAD COMM. NGR. DATE GALA A EzNUS
TRENCHING TO AVOID DAMAGE TO ANY UTILITIES OR -
SUBSTRUCTURES THEY MIGHT HAVE IN THE AREA. ��► � RECOMMENDED BY MANGO ST2EET
MADOLE , RCE 10-814- DATE N0. REVISION BY DATE COUNTY ENGINEER DATE SHEET OF
2 3
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CC)NSTRUCTION NOTES
i�-' cONST. A.G. PAVEM�fV'T• C IMTER(OR) . _
(2 CONST. G" CURB & GUTTER PER S B Co. STD. OWG. i IG
40-x/ CONST• SIDEWALK PER S-B. CO• STD• DWG. 109 TYPE 0$
PALM DRIVE j
.
CURVE VA'rA NIMSTE_E_NT__ H STREET 7 CONST. BARRICADE PER S•6. CO.
_ _TD. DWG. 305 AND
CONST. TEMPORARY PAvEMENT 1•�ER S. B.CO. STD. DWG• SOS A
D R L T a CONST. CROSS GUTTF-P- PFR S.5. CO. STM. DWG. 1 t9 •
�- 33p ct-x'22" 60•oo ao•S�' 21 Oma' Co CONST. SIOEWALIC RP.MP
\�/ O- PEt2 S.
FS. CO. STD. DWG. ((O
Q 25 2A cta cep•oo 17 9.'7 5
O-CONST. CO&IC. 5L0C.K WALL TYPE .13I• PER DETAIL- 6N'sAT i
a 22 sS 30' IS32.O� 60a.Oga BOCv 0(' `
11 COKIC,- A.G. PA•VEMEt,IT ( ExTEt?(OR)
12 CONG. 8" CURS 0, GUTTER PER STATE OF CAL(1=• STD, A?.-8
Oa- 22�59'40° (5(0.00' 60Co.Ot' 30�, (q.' t3 CO1�1G. S(DEWAC.(K PER Se(3. CO. STO. DkkfG. (09 , TYPE "A"
E 90'0d od 20.00' _5(.4z - 20.00' ,
BENCH MARK : No 2(G PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO.
MADOLE & ASSOCIATES, INC. Apo 4CRM PZ41N FrFTR958CocwLv-F -14 8 -k Gly t ROAD DEPARTMENT TRACT NO*GHIS� t7t t•E• CORNER CULVEI;ZT CONSULTING CIVIL ENGINEERING wALL t_ocATION �YpE ( I� Tµ ST. ) t . ROAD N0.
HEADWALL N•W • CORtitER 17102 SKY PARK BOULEVARD DRAWN BY: e7TV. APPROVED BY: 94 3 4
IRVINE, CALIFORNIA 92714 DESIGNED BY: IZ•Is-II FILE NO.
N(NET>=ENTH ST. t3. F•�(AVEN Av(= ,( � ASST. ROAD COMM. NCR. DATE N
PHONE 714 • 540-2066 CHECKED BY:x. __ PALM DRIVE 'v
ELEv. = 14.30 • &t36
,)Dr�, 1W,,," /1-14-1)) RECOMMENDED BY N I NETEEIVTFt STIZEET SHEET 3 OF 3
RCE 14814 DATE- NO. a REVISION BY DATE COUNTY ENGINEER DATE
J. N. 102 - 136
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