HomeMy WebLinkAboutRoadway Rehabilitation Project Lakeshore Dr From Lake-Grand to Dryden3 CONSTRUCTION NOTES:
STREET WORK
tO PROTECT IN PLACE
2O 0'-2-VARIABLE EDGE MILL ROADWAY ALONG EDGE AND CONSTRUCT 2AHRM
(C2-PG W16)SURFACE COURSE PER DETAIL A,SHEET 4.0'-2'VARIABLE EDGE
MILL ROADWAY 100 FEET ALONG LONGITUDINAL TRANSITIONS,CRACK SEAL AND
CONSTRUCT 2-AHRM(C2-PG 64-16)SURFACE COURSE PER DETAIL B,SHEET 4.
OODLAKE RD ICI TERRA COTTA RD 3O EXCAVATE EXISTING AC AND BASE,CRACK SEAL AND CONSTRUCT 4-AC LEVELING
1 COURSE(TYPE III S-PG 64-10)ON 8-CMB.
4O UNIFORM 2-COLD MILL,CRACK SEAL AND CONSTRUCT 2-AC LEVELING COURSE
(TYPE III B•PG 64-10);ACTUAL LIMITS INFIELD PER ENGINEER.
6 ( 16 ` 5O REMOVE EXISTING AND CONSTRUCT NEW PCC CURB RAMP PER SPPWC STD.PLAN
NO.1115.CASE A AND TYPE 3 AS SHOWN ON THE PLANS.INCLUDES UP TO 3'
5 5 I WIDE SLOT PAVE TO ENSURE A 4'WIDE 5%MAX LANDING FROM THE FACE OF
" LAKESHORE DR. II CURB.
U — — — — — — I 20 24 I 6O REMOVE EXISTING AND CONSTRUCT NEW SPANDRAL PORTION OF CROSS GUTTER
W — — — — — — — — — — —— — — — ——_ L I PER SPPWC STD.PLAN 122.2.
ON — — REMOVE EXISTING SIDEWALK AND CONSTRUCT NEW SIDEWALK PER SPPWC STD.
O 2
______________ 22 PLAN 1134 �
Ow, ----__=-=-=o=----- 8O COMPACT EXISTING SHOULDER AND INSTALL CLASS II CMB PER DETAIL C
OW 3 3
4 3 ----------------------
2 Dot==== ---'- -- ---- -------------- 20 9O UNIFORM 2'COLD MILL,CRACK SEAL AND CONSTRUCT 2 AHRM(C2•PG 64-16)
SURFACE COURSE.
----__--=---_--_ ----9 -- --_�_tT-r_--
_ _ _ _ __ _ UTILITY WORK(CONTRACTOR TO ADJUST)
Q 22 20 21 100' --- ------- ------ ------- ADJUST WATER VALVE CAN d LID TO GRADE
22 20 TRANSITON 22
SEE DETAIL B 24 -- -- ADJUST STORM DRAIN MANHOLE FRAME 8 COVER TO GRADE.
@ ADJUST SEWER MANHOLE FRAME 6 COVER TO GRADE.
6 I ���/ / �� 23 ADJUST TRAFFIC SIGNAL PULL BOX TO GRADE.
24 ADJUST VAULT MANHOLE TO GRADE BY OTHERS.
8 5 \ \ \II II 21 �OO 25 ADJUST GAS VALVE CAN 8 LID TO GRADE.\ \ \TRy�'0p' PAVEMENT LEGEND
/j EDGE MILL ROADWAY TO A DEPTH OF 2'AND CONSTRUCT 2'
II�OfTA
� co ARHM(C2-PG W16)SURFACE COURSE.
TERR '� RD EXCAVATE ROADWAY AND CONSTRUCT 4'AC LEVELING COURSE
/� (B-PG 64.10)ON 8-CMB.
UNIFORM 2'COLD MILL AND CONSTRUCT 2 AC LEVELING COURSE
(TYPE III B-PG 64.10);ACTUAL LIMITS IN FIELD PER ENGINEER.
UNIFORM 2'COLD MILL AND CONSTRUCT 2 AHRM(C2-PG 64-16)
SURFACE COURSE.
COMPACT EXISTING SHOULDER AND INSTALL CLASS II CMB PER
' DETAIL C
' ' I NEW SIDEWALK,CURB RAMP 8 SPANDRAL
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MARK REVISIONS APPR. DATE APPROVED BY: O
NIt PLANS PREPARED BY Q ID�'q� CITY OF LAKE ELSINORE SHEET 3
.N s REHABILITATION PLAN
0.0 ONWARD ENGINEERING0000
h,y` yam G
/ �/� • 300 S.HARBOR BLVD,,SUITE 814 ' to ROADWAY 6
••e• e• ANAHEIM,CA 92805 No 783 4 OF
ee• •e• * * BENCH MARK: REHABILITATION PROJECT SHEETS
KEN RUKAVINA, RCE No. P:(714)533.3050 SCALE: 1"=40' LAKESHORE DR.
NTERIM CITY ENGINEER 42866 DATE .i,G F:(714)808-1270 T Q FROM LAKE ST. GRAND AVE. TO DRYDEN ST. FILE No.
CITY OF LAKE ELSINORE �NEER(aV FOF CALIFO DATE: 07/28/2015 /