HomeMy WebLinkAboutENG-2016-00019 SIP 17-014-17-037 3 OF 24 ETER
1__ °P 230 18° V
UTE POSTMIL TOTAL MROSECT POST
W C R1V Ro15 26461, ..69 (42.5912.95)
L , w _ 1
h- _ CONSTRUCTION NOTES
_ 12
- t§� 26.00LTIOFC� -00 0 0 �h � �� �� � � ��� �^��
.. .._1 _ _ _ I O p h b O^O� "� ry ry ry O CONSTRUCT 0.60'HOT MIX ASPHALT(HMA) CONCRETE
"�^^'")^^"� fA A (AC) WITH -/NC R T/ON&
N PG 64-29 M ASPHALT BINDER OVER 0.65'
_.- _ -r.._ti AGGREGATE SUBBASE CLASS 2
`�^ p.63% O2 REMOVE AND REPLACE EX/S7/NC.AVEMENT
1 1 2.22%
1 -- ---
- - - - To GOLD PLANE AND OVERLAY O.10"AC
f
-�- 7ss% _ ® 32 00E�T O
FS ® CL F CL (� �.. CONSTRUCT CONCRETE CURB TYPE Al-6 PER -
Jul' O m 0 CALTRANS STANDARD PLAN A87A
n h - PV/=1229.00 p p O o
CONSTRUCT 0.55'HOT M/X ASPHALT(HMA) CONCRETE
�._ 4, k -. .. Da _.-. 1240 -0L_, CLASS 2 AB(AC) WITH 44-INCH AGGREGATE
4240 CL - _ _ m O O O O O d N GRADATION&PG 64-28 M ASPHALT BINDER OVER
d' 0 0 - - O^ p 0 p v� O p O O O o, O O ry O a ^ ^ 0.35'AGGREGATE SUBBASE CLASS 2.
00 O^ O-N O"� - O� 01.E
--- -CONSTRUCT 0,95'JOINTED PLAIN CONCRETE
PAVEMENT(✓PCP) OVER D 70'CLASS 2 AGGREGATE
BAS (AB).l -
-- (0_70%)- (0.20%) (0.22%) (0.149)- (0.70%) -(0.002%) -----------T-(-0.30%) __ - E .
__--
------e.---- p.--- = -e--------0------ ------.-- ---o- CONSTRUCT M/OWEST GUARDRAIL SYSTEM WITH WOOD
----- --------------- ------0---- $-" 10 POST WITH WOOD BLOCK PER CALTRANS STANDARD
L=29..89' L- 8. A77L1.
P/-1229.64 %1230 18 PORTION O 00.00' VC
/ _ CONSTRUCT HOT MIX ASPHALT DIKE TYPE A PER
°FR °/4'. °,� °/4 % % % % W _ PV/-1228 40
REVISED CALTRANS STANDARD PLAN RSP A87B
1240- �� ON
�� 12E3
d•^^ O OOp Ohh __O 00 �� y- O O p N
•.^cp a��� co�00•.tp OcV r\ �'00 ^^ N'") O'")'") O~� O O
Ooi Ooi 0o 'Soi NOo h p "i"pro h0 O N C�gl O oaiO
y"O�N �Ooi O0 O) NN '")^,� ^Oh O�
h�� ��NN NN �NNN^� N�� ��� NN. �ti •�. T-1.49%^ N
^^ ^^ ^ ^
1120% N ^^ (2.08%)
1 6 9 0.12% _ 0.00% -0.30%
T=0.70%1
T=9.30%
PROPOSED E2 Y AC D/KE� PROPOSED E'L Y TC m� r=-1.38%
m m PROPOSED TC PROPOSED EP
a 37 00' RT OF CL
® 30.00' RT OF CL
NON
CAUT/ONh�
PROf/LE SCALE ° c
HOR/Z 1"= 40' /74 44' 41' 0 40' 80' 710,
DBL. VERT 1" = 8' P/=1229.67
.25*00 26*00 27*00 28*00 29*00 30*00 31*00 32f00 33f00 34t00 35*00 SCALE IN FEET
W za•
,dam-I j
O '��Il r•\, EX.
373+7261� (123212)Qs A
STA. 27f 14.99 LAKE STREET t EX EP O 1 123198 '
=STA. 371 f39.42 SB OFF RAMP 1 EX. EP IL 1232D2 TC ( J m
=STA. 371f97.04 SB ON ROMP >2'7.2>To /372t1t3> W 123L52 To
'112-277 FS l 723L23 TC EX CONC. EMBANKMENT EX ST LIGHT TO BE REMOVED
l 1231.66 TC
ll '\ EX SIGN& 373f5G.00
t7L'Q5.212 J731.15 FS
EX LAKE STREET R/W - - - - 123D 73 FS POST TO REMAT 23' 123734 TC
EX. SIGN 1230.91 TC EX VAULT 11312D rc -- 123LB4 Fs STA, 32f99.99 LAKE STREET
REMOVE EX TO REi1/A/N7 ti EX CONC EM9A1VKMENT EX ST. L/GHT& 1230.70 FS N 123z4B TG =STA. 372t97.29 NB ON-RAMP
/' f23D 41 FS
SIGN&POST h 4 REMOVE EX. P9 TO BE REMOVE,- L M (1 J23L98 FS .=STA. 373t 15.42 NB OFF-RAMP
SIGN&POST EX. SIGN& 123D 15 TC :RG 4 EX SIGN&POST
EX ST LIGHT TO --EX. INLET PP �� 42
BE REMOVED \ J23066TC K I re rt I r rr r POST TO REMAIN i 89865 FS 4 E. �TO REMAIN E, S/GN
4 123016F5 ��--EX. SIGN TO EX. SIGN TO REMAIN '111898 FS 123E D TC 0 EX BERM ��EX. FH
EX BERM TO REMA/N y,�° REMAIN4--EX
123D50FSREMOVE �TO REMAIN P/P
�LO�ATE/REPLACE123043 TB) f23007 FSJ 27 - 113.17 ( -� (1 J -�- (j61J �� �'�-j�1228.89) 5 723033 TC PORADN OF EX. AV&BOLLARDS ( 1229.71 TC 1229 19 ryfs 1129B3 FS EX. BE?T3t54.07 1131.4 TC/18
D 5 3 (1729.97 fS)26 `^ AC �O SAWCUT `� 6 � EX EP
CR®20.48'LT _ 02 + �__ -. _ N06.24 DO'l'Y 2 2 173234 FS 34 EX. SIGN 35
123.
3 h�i 3 31 + .31 L/NE 3
-- - 1229.71 EXI -- - +- -- - -.r - �- - t- - - -�-I-
EX. EP 1
-�-- -I- -- + - ( J 33 >23Z 19 FS I f23312 T
0 >7 t027..TB p „ �3�0�y1��) 16r61.1 h^ 77f6335 54WCUT L/NE- Ex 72x6 Rc6 3 El
- 972 (123417) �.
Q11 27228 TB) t 1 o JOIN Y. 7126:90 2 '� 723L90 FS EX EP v
( J \ 123007 FS L23D 30 TB C "�ry EX EP 1229.60 FS- _ ,� ECR 62 �J22979 FS 1 l 5 >22856 FS p ( �. �.f7301o'TB (1229B4 FS) J � � 3�
1229 66 FS 1. . Ex Ah@T ro --- (72 FS) J734.1_2
REMOVE EX BERM 6CR031.B6R r,r\ ( J
ECR®28.90RT 'o - - _- EA'E�Ec C`. G X ST LIGHT O m
EX. PP F'/P o - -. IT„� Ex,7s"Rcv r fX. VAULT d13016 T \ \ / FS
Io o - >2;O.OB TC Ex rE[ --_,._- -_-•�= 5 / /�" BE REMOVED T o
7 112966 fs P/P EX. PP ry
(1230.11 7Bf / ro 2•J 1 122958 FS PROP EP 5 PIP �-� EX VAULT \
1229 61 FS F 10 �'� H I EX ST L/GHT TO BE EX. PP
/ REMOVED aII EX. PP EX STORM DR9/N MANH[E I P/P �Q EX. BO. P/P l EX. PP P!P P/P PO�
REMOR_ANO REP(CE ER /GN&POS'J 5TORM R_4/N PER SH_EET_7 g I MOD/FY SD MANHOLE COIrER O EX INLET PP- ' O o
r c ° n `EX S/GN& EX. SIGN& EX. SJGN&POST /
_ _ _ _ C RELOCATE/REPLACE CALTRANS STD &AO✓US7 TOG DE IF
LAKE STREET R W 4 POSTS TO POST TO REMAIN h'ELOCA,. EX P9 o p Q BE RELOCATED
/ RcM01/-AND REPLACE EX. EX. AV&BOLLARD r 12W.W TC
n ° >23069 EX. INLET P/P REMA/N - REMOVE AND REPLACE EX A ' 3 MS,YT ENO TREATMENT PER � •. n
SIGN&POST a _ -_ SIGN&POST I I 123J 44 FS'
-.2078 CALTRANS STANDARD 2 y LLL FS EX SIGN TO / �' \\
7958��REMAIN J EX. CONC EMBANKMENT ��
0 Q ,,,,Zz(1230(8 F,S) ± 1 EX. CONC EMBANKMENT Q
Y L-0
O STRENGTHENED MGS I STA. 772-h35.12 INTERSTATE 15O INSTALLED 2 METAL STA. 30.00 LAKE STREET
O POSTS, f BEFORE113E AND 7 AFTER PER( ! RSP A77R2 EX FLOWL/NE y c�
%123D:79 FS) I I V�0 /
LINE/CURVE TABLE
NO. BEAR/NG/DELTA RADIUS LENGTH TANGENT Ir o
-BUILT �
F622654" 26.50' 28.89, 16.07' �1'1 EX. PAVEMENT / / 27 , /" /` - ` ��1f
13 N04562B'1N 115..34' I_�� �� -
8424'17" 6000' 88.39" 54,47' I J / �✓ R.C.E. 64263 EXP. 5-30-21 DATE
CI 692947 62,00' 7520' 43.01'
(�- 705021" 20.00" 24.44' 14.07' SEE SHEET 4 K{YC ENGINEERS O
(1< 88'4603" 12.00' 78.59' 11.75' I /(///-� T //�� FOR RAMP IMPROVEMENTS m
OL -- 47.5044" 20.00' 76.70' 887' L/ 1/ \L s/ REL r
e
402754'" 24,00' 16.95' p�
(6 47.5044'" 60.00' 49.50' 8.87' )ab OV 1/4/17 CALTRANS PERMIT NO.08-15-6-MC-07201117
-
a
o
THESE PLANS HAVE BEEN REVIEWED FOR L900APUVW WITH THE APPROPRIATE PREPARED BY: ROFESS/ y AMP,
,3MARK REVISIONS APPR. DATE SEAL CITY OF LAKE ELSINORE SHEETCONDITIONS OF dEVEU1PNENT AND/OftCITY AND STATE tAWS AND A PERMIT �� C. r 9�MAY'BE ISSUED. �� �� q y Fy NEERS
0617118 MOT LL REY/SE GRADING ALONG SB ONRAMP DUE TO EXJSTING SLOPE CONDITION ON ADJACENT PROPERTY �2-3- Go C CAL ENGINEERS•PLANNERS•SURVEYORS �,qKE STREET AT /-15 24
W Z 1880 COMPTON AVENUE,SURE 100•CORONA,CA 9288E 3370•951 734 2130
//�� No.64263 r+
06/f4/>8 MCT (,u/DEN77fY UNDERGROUND DRY UTILITY LINES,ADJUST EXISTING SD MH AND RENSE.AI EA�ENT SECTJON. ��L-�-lot _ OF
09/26/IS'MCT ®AS-SU/L 75 12-3-111 Z-17-17 t * Exp.6�30�17 * SCALE 7=40' BENCH MARK: SHE
STREET /MPROlVEMENTS
_ BRAD FAGRELI,RCE 43920 DATE MIKE C. TAING DATE CIVIV P ELEVATION IJ5645 MSL LAKE STREET FILE No.
CITY ENGINEER- R.C.E. No. 84263 gTFOF CAUF��� DATE: 02101116 SEE SHEET NO 1 FOR DES-- SR 27t 14 TO 33t50 ,7�016
CITY OF LAKE ELSINORE