HomeMy WebLinkAboutLake Elsinore Sheet 2 ESTIMATE OF QUANTITIES
N01 DESCRIPTION OTY. UNIT QTY. - UNIT
STREET PHASE SE 31
I CONST. A.C. OVER A.B. 319,885 5.F /68 932 S.F
2 CONST. TYPE A-8 CURB PER RIVERSIDE CO. STD PLAN NO. 201 7,552 L.F. 3,378 L.F.
3 CONST. 6" A.C. BERM PER RIVERSIDE CO. STD. PLAN NO. 212 674 L.F
4 CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE 00. STD. PLAN NO. 401. 17027 S.F. 1,350 S.F.
5 CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 403. 3 EA. 2 I EA.
6 INSTALL STREET NAME SIGN PER RIVERSIDE CO. STD. PLAN NO. 815 2 EA. 2 EA.
7 CONST. 8"A.C.BERM PER RIVERSIDE CO.STD.PLAN NO. 212 163 1.17
8 CONST. A.C. BERM TRANSITION FROM 8" C.F. TO 6" C.F. 33 L.F
9 CONST. A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. PLAN NO. 306 4 EA,
10 CONST. BARRICADE PER RIVERSIDE CO. STD. PLAN NO. 810. 76 L.F
If CONST. LOCAL DEPRESSION PER RIVERSIDE CO. STD. PLAN NO. 311 3 EA.
12 FEATHER OVER EXISTING FOR A SMOOTH JOIN 816 L.F 600 L.F.
13 REMOVE EXISTING BARRICADE 85 L.F.
14 CONST. TYPE "D" CURB PER RIVERSIDE CO. STD. PLAN NO. 204 4066 L.F. 1,385 1 L.F.
15 CONST. VARIABLE THICKNESS A.C. CAP 5,026 S.F.
16 CONST.CONC.CROSS GUTTER PER RIVERSIDE CO.STD PLAN NO. 209 AND 209A 2,300 S'F.
17 REMOVE OR RELOCATE EXISTING IMPROVEMENTS BY OTHERS I EA. 3 EA,
18 ADJUST EXISTING SEWER MANHOLE TO GRADE
19 ADJUST EXISTING WATER VALVE TO GRADE
20 CONST.CONC. DRIVEWAY APPROACH PER RIVERSIDE CO.STD PLAN NO. 207 1,378 S.F.
21 CONST. 90'MEDIAN TRANSITION PER DETAIL 4 Eq. 3 EA.
22 INSTALL STREET LIGHT PER RIVERSIDE CO. STD.PLAN NO./001 22000[uM 16 EA. 8 EA.
23 INSTALL STREET'LIGHT PER RIVERSIDE CO.STD.PLAN NO../000 9,500 CUM 4 EA
24 CONST TYPE A-6 CUR PER RIVERSIDE CO.STD. PLAN NO. 200 247 L.F.
25 CONST. CURB TRANSITION FROM 8"CF TO 6"C.F. I10 L•F.
26 I SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 34,173 S.F.
27 SAWCUT AND REMOVE EXISTING A.C. BERM 240 1.F•
28 SAWCUT AND REMOVE EXISTING CONC.CLlRB 630 L.F.
29 SAWCUT AND REMOVE EXISTING CONC.CROSS GUTTER 5,025 S.F.
30 SAWCUT AND REMOVE EXISTING EDGE OF PAVEMENT
31 INSTALL 04 PULLBOX
32 CONSr 60'MEDIAN TRANSITION PER DETAIL
33 INSTALL 3"P.V.C. SC14.40 CONDUIT W PULL ROPE FOR FU77JRE TRAFFIC SIGNAL
34 I NSTA L L 2"P•VC.SCH.40 CONOUI T W PULL ROPE FO R FUTURE TRAFFIC SIGNAL
351 CONST.PARKWAY CULVERT PER RIVERSIDE CO.STD.PLAN NO.
STORM DRAIN
60 CONST.C.B.NO.I PER R.0 FC 10 W.C.D. STD. DWG.NO.C.B.100 3 EA.
62. CON9T. INLET TYPE X PER RCF.C. W.C.D.STD DWG.N0.G8.108 4 EA.
63 CONST.M.H.NO./PER R.GF.C.r WCD•. STD DWG.NO. M.H.251 1 EA.
64 CON3T.M.H.NO 2 PER R.C.FC. 0' W.C.D. STD DWG.NO.M.H.252 3 EA.
65 CON57-M.H.N0.4 PER R.CF.C. ¢W.C.O. STD. DWG.NO.M.H.254 2 EA.
67 CONST J.S.NO.2 PER RGFC$ WC.D. STD. DWG.NO.J.S.R27 2 EA.
68 CONSr.J.S.N0.4 PER R.CFC.# W.CO.STD.DWG.NO.J.S.229 2 EA.
69 CONST7 CONCRETE COLLAR PER R.C•F.C.¢W.C.D.STD. DWG.NO.M 803 2 EA.
70 WAIST'OUTLET PER CAL-TRANS STD. PLAN 086-8 1 EA.
7/ CONST. RIP-RAP PER DETAIL ON SHEET NO.18 600 S.F.
72 CONST.CONCRETE BULKHEAD PER R.C.F.C.0 W.C.D. STD. DWG•NO. M 816 2 EA.
73 CONST. HEADWALL PER CAL-TRANS STD.PLAN 089 3 EA.
66 CON.ST.T.S.NO./ PER R•CF.C.A'W.00. STD.DWG.NO.TS 301 2 EA.
79 INST. 30'C.SP(GEE PROFILE FOR GAGE GI L.F.
80 INST. IB"R4..P.CCLASSIV 236 C.F.
RlW 60, RlW R/W 68, R/W 82 INST.24"R.C.P.(CLASS IV (05 L.F.
64 1N6T 30"R.C.P.CS EE PROFILE FOR O-GOAD 175 L.F.
30' ¢ 30' 34' 34' VARIES- 48'TO 100' 86 INST 36"R.C.P.[BEE PROFILE FOR O-LOAD 115 L.F
90 INST.48"RCP CSEEPROFIL6 FOR 0-LOAD 500 L.F.
119' 20' 20, 10' 10' 24' 24' 10' VAR.-24'T050' VAR.-24'7-050' 92 INST.54"R.C.P.CSEE PRO FILE FOR O-LOAD 927 L.F
I 1 pig,. 94 INST.60"R.CP.. SEE PROFILE FOR D-GOA,D 147 L.F.
p3 4' 6 6' 4'j
6 4 0 00 4 6 10 ` 99 1 NST. 7.5 W x 3.0'H R.C.BOX PER DETA1 R AJ ET 1631 L.F.LEVEL LINE LEVEL LINE LEVEL LINE �-'T EETp 100 CL/TAR695 5WLL 9E BX41 47EDA6 R£4UIRED 70 COV9RUC7 A44W#711E EA'/i7 58CTlQV�4 AC Td/60 9•F.FUTURE �S/DEWALy a FUTURE / DYER G�BA6E
1
I SIDEWALK SIDEWALK JJ SIDEWALK IOr $�_f"PLAIN OVGRLAY 7C BL6N0
PER PHASE IL I 4 NSTADIUM I '_., /�.....�..._..J•�_-/.`./-���.
24 PER PHASE I l ✓_�`_�J` • •
24 2 2 FROA!'YAGE 3 3 ...._� ..�J�--ti�`J`-../•,..__/ .J-...
CAMPBELL STREET PETE LEHR DRIVE RAILROAD CANYON.ROAD .
N.T.S. T.1.= N.T.S. T.l.=5.0-7.0 '
MIN.STRUCT.SECT•=3"A.C./4"AB
MIN,6rRucr.SECT.3A. 4"A.S. CFORMERLY KUHNS STREET) NTS.
r✓ MIN.SrRUCT.SECT.=3'A.C./4"A.61.
SrA.5+92.62 TO STA•9+0/-02. Sr-A.1+00.00 TO STA.10+45.06 STA.10+00.00 TO STq.14+06.35
/NOTE: SEE 5[/EP.T 9c FOR ,
l RAILROAD CANYO/v ROAD � � ,(� (LlloR'CA
T SEE SLEET 90 FOR
CCAMPBELL STREET INTERSEC74N ' -ASCL CAREETIVYCW RCb4D g
l CAMPBELL STREET//VTERSECTION
R/W /30' RIW R/W 120' R/w R/W l00' R/w R/W 100' R/W
70' GO' 60' 4 60, 5-0' 50' 10, PROP t 50'
f0' 53, 7' 7' 43' IO' 10' 43, 7' 7' 43' IO' 10' 33' 7' 7' 33' 10' IO' 33' 7' 7' 33, 10,
I
6' 4' ' 4' h 6' 4' o 6' 0.5' 6' 20' EX• 02
0� 4S. 6 O ap.25� I 2S•. -..1 I g.
I 1 I _ I 1 I EXISTING 1� JA
�LEV EL - LINE LEVEL_ LINE LEVEL - _LINE _LEVEL - LINE
SIDEWALK- VARIES 1-6/ 2%
SIDWALK PER :.,,� !+:;}yr, SIDEWALK PER +rr:x:
SIDEWALKSTADIUMb 14 PHASE II II 14 PHASE SIDEWALK PER L_-- CLAP 3 1 14 SIDEWALK
. B STADIUM 4 I I 4 I 1 4 r 's 14 I .PHASE It 8'= I PER PHASEII
FRONT
PER PHAASE2 2 2 e STADIUM 2 2 STADIUM 2 PER PLAN Z O• EXIST. 24" 2
SIDEWALK SIDEWALK MEDIAN EXISTING
FRONTAGE FRONTAGE .'�EX/Sr.24" IMPROVEMENTS !'"WATERLINE
PERPHASEX PER PHASES WATERLINE +�J
DIAMOND DRIVE DIAMOND DRIVE MALAGA ROAD MALAGA ROAD
N.T.S. T•I.=9.0 N.T.S. T.I.=9.0 QPDFES81 N.T.S. T./.=8.5' NOTE N.T.S. T.1.=8.3'
MIN.STRUCT SECT.=SA.C./6"A.B. MIN.STRUCT SECT.=S'q.C./6"q.6. v9 °N69ry�( M I N.STRUCT•SECT=4"A.C./6"A.S. CONTRACTOR SHALL POT HOLE M IN.STRUCT SECT.-4'A•C./6"A.S.
ST4.100fO0.007' A./05+19.66 STA.105+19.66 TO STA.I26+28.0@ °° m STA.75+00.95 TO STA.93+29.53 AND VERIFY TRENCH COMPACTION. STA.93+29.53 TO STA,100+00.00 0)
a EXPP:123093/ 1
n
v
'fie tlpr CA�if°Pr j
p0
REVISIONS: PREPARED BY: HUNSAKER AND ASSOCIATES INC. CITY OF LAKE ELSINORE �g
n CMSrXVCrXN IES,APOWNOreTO"LR=CAVYOV REc PREPARED Y" " mF
ELL RVF CROSS"SECTIONS THREE HUGHES
D L S 8 YDER RCE,84068 EXP. 12-31-93 IRVINE. CA. 92718 2 2W
DATE: (7141 583-1010 STREET IMPROVEMENTS OF ro�
APPROVED BY: BENCHMARK: 18 N�
SCALE: 1"= 40' OD
KARK DESCRIPTION BY APPR DATE SEE SHEET I TYP I CAES $ EST. OF OUANT. SHEETS I=0
DESIGNED BY: DRAWN BY: 9_2�St! <
CHECKED BY: PROJECT MANAGER: DATE: DATE: W.O. FOR: F.B. FILE N0: 3,4
IMP. PLAN BHT. 2.f0TY8] BALLPARK-355[0,4467PF: 1228-2 13002 17-Aug-93 07,39 AM/ 1228-2-550