HomeMy WebLinkAboutStreet Imp_0006 rn TR rn
I 31 1 m _ I
- cl_ I P 1 76 1 +n
m m
I
m y
m o �m on
I-
v' i n rn �,_T
_ {
g m m m N _ n o
rn
m.. o 'I
I o m I tmo 1
Dom00
m
0 0
0? o n
m nrn or
m o ti �rn 9 _ •N
0 o ai o _._CL C A rn l g 0 1
m _ g m In m ! _ _ IIII - � o rn
m
o f m 00 V ' m 1 I I
8 m °1. i.,
-�-
T- Ccn
9aLr
om -
p m P O n
m m I
— N Lq
gm I+nmTI
0o iti m
PROFILE SCALES I
HORIZ. I"=40'
VERT. 1'=B' E I G'` AA�E + - VIEW
�#
33 34 35 35 36 37 37 38 39 39 40 41
89 88 87 86 85 84 83 82
°I
35+52.36 EC
GIN CONSTR. 1954.E TC j
BE
EXIST.GRAIN 35+42.23 I I O
r 1954.48 TC 35+7107[CS s1 9 I Q
10
447.64'N65'50'44.32W 0 A
1 36+52. 1 7 3
2___ _EC 447.64'AG5°50'44.32W
GIN CONSTR. _ _ -,� ____ _ .— W 1964.f6 1967.49
37 2 3 3e 4o W = EG m c°3 EG
SHEET
TAIL 447.64'N55'50'44.32"W W
3®;' /JpIN +64.12 t to s2 = W INLET LOCAL DEPRfiSSION
gtORM DR 26.v-5. 9 7 (n DETAIL CATCH BASIN 1
tStING 36' / BEGIN ccrsTR. .X EC CQC x.as.
EK 35+42.61 '� 1954.39 TC G
1954.51 TO
CONSTRUCTION NOTESOL
TR 3191 1 A 90 91 92 93 94
O CONSTRUCT 025'A.C..OVER OSO'A.B.CL.II I 1963.45 19%.79 In
J N
Q2 CONSTRUCT TYPE-A-s-CURB G GUTTER PER RN.00.STD.NO.200. �J I E6 EG p
r� o
O3 CONSTRUCT 4'THICK SIDEWALK PER RN.CO.570.NO.400 G 403 O+-61 �J N
O7 STREET LIGHTS (9500 LUMEN)PER RIVERSIDE COUNTY SM.1000 F F LL F
0
O CONSTRICT CATCH BASIN PER RIV.CO.S .DIG
GUTTER DEPRESSION PER RIV. TD
CO.STD.DWG.311,CASE B
1p CONSTRUCT UNDER SIDEWALK DRAIN PER RN.CO.STD.ND.309 N
I
0
INLET LOCAL DEPRESSION o
DETAIL CATCH BASIN// 2 0
N.T.S. � a
D e
0
CURVE TABLE
0
DIAL
0
YOU DIG YOU DIG 7 DELTA RADIUS LENGTH TANGEM GAT�y WAY D R �r y� �7y-� � - N
TWO WORKING 2 7'25'24.61" 870.00' 112.72' 56.44' 7/�(�(f(J,JI� ��IIII'll" ����pW'// llllll'�I',J/ir GRAPHIC SCALE 1"=40' i
BEFORE DAYS BEFORE 2 7°2439.33" 850.00' 109.94' 55.05' 1
0
TOLL FREE A� � sy 1-BOO-422-6133 3 72351.BO" 830.00' 107.17' 53.66' 40 20 0 40 80 120 AC GUILT
UNDERGROUND SERVICE AUDR
NOTE: APPROVED BY: SEAL—ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE + WEBB IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT 3788 MDCRAY ST. SEE BEET NO. i
ENCROACHMENT PERMIT AND/OR A AND/OR CITY STATE LAWS, AND A PERMIT CAN BE °� '°G�¢ ASS C I A T E S RIVES I Ica 107 TRACT NO. 32337-1
GRADING PERMIT HAS BEEN ISSUED. ISSUED. � � �/ / l-/ 'ti` EN G N9ULTANrs Q
f STREET IMPROVEMENT PLANS
THE RI NATE ENGINEER SIGNING THESE BIIANS IS RESPONSIBLE FOR NW c2-= GATEWAY DRIVE
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. jymm p S /O ROBERT MOEHLING DATE °�• 59m"� OF 13 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR uva PAREy+lyt 0 Y: ( 86Q2 SCALE: STA.35+50.55 TO TA.41+0
DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 'T5,N R.C.E. NO. FILE NO.
FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 63056 C H: AS SHOWN V: N/A FOR: W.0. F.e. OS-
FDR APPRGVAL BY THE CITY. ENGINEER CITY R.C.E. N0. EXP. DATE: 6/30/06 DATE EXP. DATE: 12-31:2 6 K.FIDVNANIAN FOfECAST 04-0401 �
oK-�/4/05 PSI 0,61_ 100/12�