HomeMy WebLinkAboutStreet improvement plans 32337-5 I I i
I
i / I
-- - -.a----. / E
+_-t � � '.� � t--
I ISTING GRA ._. I � GRACE ' ...._. L._._. .... .. �_. .._ _ ,._
__ EXISTING 1
� @ r fI
{ ! 1
�....._T_..�.._.3 .L �..__ ..,E-- ,.._ '_}.....-�.__-_.,.-�. _..._ _ .. .. _.� ,4 ... x-.... L.=19.6 T=41.04 1 T=41.04
-19.6 T-41.04 L-115.6 T-41.04 7 I I _ ,
I I O.C. O.C. 0 C/.I O.C. I ! ! ! I 1
i 1oo:00 vc j. �. { T
_ f I �I
fi 1 �I � r I i
PI'./ T
T' T
I I
- I I I � I
.. yy
1 U
j h
I � f U m � I
U.$U U + �
U w F F F FU- �
_.. _ _. .__._.... ,.,,.__ _. ....__ ._._._.. -- N _._..__... .._ ....1.._
N Qo m g o CO g m m N �..+._. . J „ . f.._F_. ` f f m $ m mo N
} _. . _ o m
.. $. _�... �._..1 . �mI n m Lr)+ to m o m m I� ...rn m .._.I �'m mm _...�.
_...w �.._ _-1I-_.�. _ .._ -`/. VI m o mo o np rn.... o 0 _t*i°i.. U m m con 1..._.._I-_.. �f ., .+,tg w N g3{%_ c�.
.L....._ _... _ ___..-.__.-.... .._..__.._...___}....}-.._..___.,.....- ._. _. .-._....._-.. �... Q U O fV N. U N N'N cV... (V[U N.N WN m NmN :.._.. ._..__-.. __-I_...__.._._.�.__ ,_....._....!._.__.. _._ .. __.._ .._ _�._.r........ i...._ _�... u�
I1 r I m r .� 2 % _. N W r
- - -
r
__. l._ -_ - ._ ..- _...____... .... ._..._._,__.._.. _. .._ _.. -- - - - - - - -
I
2D59.1 i FL O I� � I I �- I 1 � � t- t- ? '{ ? I t' r � ', -TOP OF CURB�. h t � I ,
2059.13. f f f i � I � ,. I
TOP OF CURB.... t ` ! ._..._ I. ...,-._ .. __...-,.-._ r., _...----....
FL t CB. '....2058.78 FL i I......_}_.... r........-.(--..._.(. }. .1 _.1..... �. .L..__....._ -...1._._ ,...-_.._..I-... _..___�.......__ -.}_.__.....,1_ 1 ,.. _ L ;- '.LEFT t -F J T
I (LEFT) 2058.T8 + F 1 1 {' ) _f....._._,.__'c_. =
r
/ 2tl59 61 TC O ! { -.
I i
r ( I Y FL _ I..,_.., f I--� { ..._-r..._..� _.j ... _ iCROWN LINE { W
2052.67 2058 84 FL r
I}
i I I L O f INV 100.00 VC
I
w
Q VGFAO CROWN L LINE
eT N I N N
I I I I
..._.,_.,._._ _. _..._ _._._._...._... ._ .._.LI...._.. _....! O j > > I .,._.y..._ t .1.._......t }...-... __._..�.._.. ..._....._. .._._..__-t�... .-.-{.__-_...._... m +._....._._.__ } ....+_..._..�. ....-..I--' - --r.._..m ...{ .-1 3- --
1 -i vpyyyy
_ I , O Q�
_. _.. _ �'� om 8 om gm oQ go o=o CAN O
p ._._o rn m c9 m _y_.,_ --
m t ALL {
__.._-_-�.__L. r.{Y.� o ,�._.a,.._.r__,_ o o In of n o rn .�. ��N .� _ .j._.. ,.__,__,�.,,.,,,F_..�_..._.'--_._.. ..._-*,.-�--�--.i_,_L -'--_L..__f- �_.__'- N o ,}__1__f__.a_,....._.
ICI. + U .-,p Z _,. .__I...,..1_ _ _.__._. 1._.
r i W N N N I[N]] '( � t ^,1` W 1.22 K W •. I,,. 'L ...{.._.._ �....._i._ __ _.I._...
N N >00 ^ I j.. U.
.__... .v....,...�..._.,.J......... ....___, .,,._...,... ._....._. _ _...,.. _._,-... _ _._. -.. ._. ,_....._....-_
os� % 1.2z % � _�_..._' a I I-.. . 1 1 -_..- �..i -.._..._. I. J �
�_ . - N _.... _1... 1_... ... _.1_.._LI.._.
_.._ ..._. .._.L._ .. .._.._. __.. _h_.,.__I(. W J$ ) -'i r -1., Y ..�.. ._. -l_.i_ I W � CENTERLINE I 1 f cot
I + CENTERLIN 20+30145 BC 20+54.67 LP 10+55.00 EC { I I r-1--
W I Fr.. NORTH CREST R 1 14 ` I i ¢ 4 - r +
V 2059.71. 2059.6fi p 0 C ._ L=5�.54' 1 1- ' (r
I
I i i
A
�',N 2059.99
I
h
i0o.00, Vic , { i T P-zos2.eo L -. � W .. _� - -� - -T
- -I,.-i_._ _.. - ._l. _,I o
t T
I PI 2059.45 ¢ �. ! ! .. _....._. LA/
E -
I i
--a I- I -r
9 t I -
} � I r F
t - t r .
> m U
I m I
W � I N H-I .. m � c�� I- w�, I11 I-- Z I I � I I I i ' � � � I � I � I � N ....1[I m N � �-�..._.- _...... _ .�_ _.r m . F..N¢ I� -} n { vmo o (� W, Iin m.+ , ' + ..,3 N- r.____ T., o rn +mrnmn= mF _ - -a- . t._ __. L., tm S.A7% o (/�I�T�
2065 RTm ! i I
m I
q ¢ IU H + I �N
I m m Q I � V �
N o'.Z N � .t.......F....._�. { .._._�. � ....�.._ .}_.....i. T t_.__....�_,.._ c�Ri 5.47.%.. I � 1 1
� I ' 1.23 % I
o.sz -o.s7% i. Q I .�...._' 1
t _.. _ .._._.._._. ._.. _. - _.. _..-- ----
al --
! 7oP OF CURB f' 1 r
I I i
TOP OF CURB. g r.._ r-1-- --I- C--.,. _H.. _ _ _ .. _�,_�,_-I_".�._ ,.. -- - � {- f I 1 � I ,(RIGHT) � �
HT ¢ ¢r I I I t. L..._._ {_ rt { { '� T t )'
(RIG ) III
m U ILL
I T
F I 1 I i I i I r l 1
-,.._ t v m
I T r i {-
t
I f
f I I �
t I T
m � I f m I II I I I I I I m m I i !f } ., .,. t
PROFILE SCALES I f o N + +¢m t I } 1
�p 1. ..__
NN o p - - - - - - - - -- - - - } -
HOR IZ. 1'-40N N {
I fi
t
I VERT. 1"=B' 11A { t + { } f a { } t r f 1 t 1 l a
' � L-54.98', I I
19 20 21 22 11 12 13 14
33
SD PER \
�... � 34 ;r TR.32337 RG/SD PLANS \`
�_ N 36 35 15 9 P0+B 01 3
2059 17 � 2059.21 Q CB /13
EG a EG EC W=14'V=6.94' 20'�. 32 \ 2g 28 27 26 25
v, 2059B2 TC CONSTRUCT EASEMENT
FOSSIL FILTER
1 +84.85 BC �
INLET LOCAL DEPRESSION S 9.92 TC 2059.64 TC EC BC
q I 20+85.45 EDGEW000 DR.= O 51+97.88 BC 2061.90 TC
2062.28 TC
DETAIL CATCH BASIN# 13 O
N.Ts O 10+00.00 NORTH CREST OFi. 2061.72 TC (.4 12+96.46 NORTH ST DR.=
W + 31 c 18+61.57 W IDGE ST.
2060.36 3 1 20+30.45 .. 24
rc
1 CONSTRUCTION NOTES U. r 2060.52 0 3 1 12+45.16
TC a N26'41'42"W 296.46'
N63'18'18'E 323.71' o N
� W 20 2o5s.se 4 W BC
m N a 3 4 TC 7 3 � Qi CONSTRUCT 025'A.C.OVER 0.50'A.B.CL.II J W T 4
J _ 20) s0 52 1 1z 2os2.41
EG � W \ � Q CONSTRUCT TYPE A-6"CURB G GUTTER PER RIV.CO.STD.N0.200. Z 3 0 3 _,...m
2059.20 ��+' 2059.26 W v Q W TC �' TC 7 \ gi
g 4 CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.STD.N0.400 G 403 (W�6') W � -,--- 2 n EC
\ EG y 2060• 20+30.45 - m 30 Q7 CONSTRUCT STREET NAME SIGN PER LAKE ELSINORE STD.DWG.201 U) m 2063.31 TC
TICQ 20+33.36 BCA w EC y CONSTRUCT CATCH BASIN PER RIV.CO.STO.DWG.300 6 4 i2+45.16 �, �' 23
15 9 2 2060.OB TC Q GUTTER DEPRESSION PER RIV.CO.STD.DWG.311,CASE C BCF7 W 4 ti
CB#12, W=14' V=FILTER
15 CONSTRUCT FOSSIL FILTER PER RIV.CO.STO.DWG.300A
Qj IQ pCONSTRUCT FOSSIL FIOLTER Ryg�! 1 4 3 3 BC o
e o 80 81 82 6� 0 3 P060.38 TC.. 83 o j 2063.69 TC CURVE TABLE o 11+00.60 EC 29 82 17+62.99 EC cU 5 `O w ' c, 5 2063.88 TC 22 C&TA R/OIUS LEAGTH TMA"ifNi N
2060.52 TC
INLET LOCAL DEPRESSION MATCHLINE 11+00.60 ., ~ 1 10'14'12" 35.00' 19.54' 2.85' N
DETAIL CATCH BASIN # 12 SEE RIGHT MATIC I 17+62.99 2 86'0032" 35.00' 52.54' 32.64'
3 86'00 32" 1 Lo 82.56' 51.30'
N.T.s CURVE TABLE SEE SHEET 6 4 106'2B 86" 60.00' 111.51' 80.32' nl
5 10'14'12" 110.00- 19.65' 9.854 r
m
DELTA RIDZLS LEWTH TAAR,ENT !
1 10'14'12" 110.00' 19.65' 9.B5' v
2 90'00'00" 35.00' 54.98' 35.00' v
/r^\ D 3 90'00'00" 55.00' 86.39' 55.00' ti
4 110'2824" 60.00' 115.69' 86.45' o
U&T
ED G E�/��O D D R® 5 SO'14'12" 110.00' 19.65' 9.85' NORTH
T I I CREST
��r�E S T D R® o
DIAL 1W0 WORKING I�(�fA IV/ �I'�� �I'�� �"' ����-��' �'II ����-��' GRAPHIC SCALE 1"=40' N
BEFORE DAYS BEFORE
YOU DIG YOU DIG U
TOLL FREE A Pi SERVICE BY 1 B00-M-3E00 1A1 '//�� /� 4O 20 O 40 BO 120
UNDERGROUND SERVICE ALERT 4j0 Pj 6� )Z
NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS "AS BUILT" CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE E� IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT e EBB 3788 MGCRAY iT. REVIEWED BY: RCE-------- DATE
I/
ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE W WE BB RIVERSIDE CA. f)2506
GRADING PERMIT HAS BEEN ISSUED. ISSUED. A B B D D I A T B $ (951) 686-1070 TRACT NO. 32337
$ lSl
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR o a C716� INSPECTOR DATE STREET IMPROVEMENT PLANS
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ^ O/%72�f1 .�lG '�1�� SCALE: BENCHMARK EDGEWOOD O S WWTH CREST DR. OF 8 SHEETS
IN THE EVENT OF DISCREPANCIESORARISING AFTER CITY APPROVAL OR KEN SEUMALO, R.C.E. N0. 56915 DATE clvcl- PREPARE[) BY: DANIEL M. LOGSDON H: AS SFpyM V:
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE CITY ENGINEER 'rf WA SEE SHEET NO. 1 FILE N0.
FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS OP G31 '� C715B2
FOR APPROVAL BY THE Gm. ENGINEER CITY CITY OF LAKE ELSINORE DATE�(�LI R.C.E. N0. DATE: K,�{pypgNlµ Hp 04-0g01 I 'C�rJ