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EXISTING PAVEMENT NEW PAVEMENT
CURB AND GUTTER ESTWTE OF
5'OF VARIABLE L�1' STREET PLAN
DEPTH COLD PLANE WN-I EXIS77NG EDGE 10-CONSTRUCT TYPE 6 CURB AND GU77ER PER CITY OF LAKE ELSINORE STD.NO 200. 9,882 L.F.
AND OVERLAY (�
OF PAVEMENT V CONSTRUCT 35"A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 90,200 S.F. I
o-CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE"C'. 9 EA.
0.f0'MIN CONSTRUCT SIDENNLK(MOTH=6)PER CRY OF LAKE a2K)RE SID.NO.210. 30,950 S.F.
o-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO.214B. 6 FA. pt
LEAVE EXIST BASE - -
(UPON APPROVAL CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSWORE STD,NO.501 (9500 LUMENS). 15 EA. f
OF INSPECTOR) - 0—INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 14 FA.
AND CITY OF LAKE ELSINORE STD.NO.4224
O8 --INSTALL S7REET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO 400A 8 EA
SAWCUT AND JOIN DETAIL �—CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE SID.NO 201,DETAIL HEREON, WIDTH PER PLAN. 78 EA
N.T.S.
R/W
T
3'P.U.E. 6'
ESTWTE OF
FIRE HYDRANT LOC4110N SIDEWALK(TYR) STORM DRAM CONSTAIJCTION NOTES OIJANTM
EWWO STD. W-7 2R qCU;RBFACE
CONSTRUCT 16"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 986 L.F.
21 CONSTRUCT 24"RCP(O-PER PROFILE)&BEDDING PER RCFC&WCD STD. NO.M815 219 L.F.
CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.MH251 7 EA.
23 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCO STD.N0.CB100 9 FA.
FIRE HYDRANT LOCATION 24 REMOVE EXISTING CSP RISER&JOIN EXISTING STORM DRAIN 2 EA.
RIW NTS
1'- STREET LIGHT STANDARD
CITY OF LAKE ELSINORE STD.501
3'PI 6'
._— _..........--- -- --
. ........
SIDEW% (TYR) CURB FAGS _ A t••� RESIDENTIAL 12'MIN 30'MAX. - F�
- �y Ia z
I— uwiw ,
aowvwEr�o runt ztlwtIl10 \ma 19 w�3
WININTERVAL& V IN Z RAAI�
--- -- _-- ------ -- ff
STREET LIGHT LOCATION n - '' —I sI.B. t`, o o
NTS v L(�
� j � ��Y Y�- N, go a
l 9 0% 2 ��' Ih
- _ AFL OI of
FL W UNE SEE 'o o�u
4, L 4' 2 'DETAIL 1
~ LL e
3, RnY 48' (R.O.W) RnY 3• - 'A'
"� mIN.
P.UE PARKING,ALLOWED PI __--4 "g - gow
61 18, 1 6'I 1 I�—+•� dmy
ISW SIN� SECTION'BE" agO BC mC1r
I o5 N> H EW
T.C. ww�
F.S.ELEV.. W 4 F.L. UZ
�2% PER PUW 2RI i - �
2% NOTES: DETAIL i
06'WbE SDENALK - - - WWIDE SIDEWALKO 1 ALL CONSTRUCTION SHALL BECLASS'3"CONCRETE.
C TYPE 8 CURB 8'TYPE 6 CURB 2.20'OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE.
OPER COY OF LAKE E15NgRE 35'0.C./4'A.B.(MIN. PER COV OF UB ELSINOREO 3.USE 6 MIL PLASTIC SHEETINGWHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL -
SED.I200 2 TO BE DETERMINED 6puSrD rTY62DO CONSIDERATIONS ARE REQUIRED.SEE SPECIFICATIONS(SECTION 18.04).
TO
SOILS ENGINEER 4.CONSTRUCT THE PROFILE GRADE OFTHE PRIVATEON-SITE DRIVEWAY SO THAT IT PROVIDES
SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH.
ST. ANDREWS, ROYAL TROON s' ,
PRESTWICK
N.T.S.
ell,
2
o
SEE STD NO.213 FOR
RESIDENTIAL DRIVEWAY
NOT TO SCALE WITH SIDEWALK AT RNV...................... _:__. ............
DIR OR OF TR •� COUNTY OF RIVERSIDE
APPROVED BY�J /J
DATE:11nsg° RESIDENTIAL DRIVEWAY
oEoac.P.GI zOaz"e � WITH SIDEWALK AT CURB
REVISIONS REV. BY:IAPR'D DATE REV BY APRD! DATE
e-7+,sn 11m 1 4 ............... ................ ............-
sea zaz ,,,2 _ e .._.-...... STANDARD NO.207
z- .SW 3 a
I
REVISIONS: PREPARED UNDER SUPERVISION OF: As BUILT" PREPARED BY: yWIL-SON M/KAMI CITY OF LAKE ELSINORE
o C pROFESSIgy� S W CORPORATION TRACT 31920-7
W'M7 f REMEDIED BC EXP DATE 3 PETERS CANIRIN T:949-679-0090 STREET IMPROVEMENT PLANS SHEET
h p� 7�'•��+ SCOTT M.WILSON DATE MITE 110. F:949-679-0091 2
RCE NO.49884 EXP. 9-30-14 IRMNE,CA 92SO6
W OF
a - y ND.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE NSPECTOR DATE BENCHMARK: STREET SECTIONS AND CONSTRUCTION NOTES BENCHMARK NO.BA E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE
o ° * up D9nona * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POSE 72'NORTH OF T INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27' 8
G1GlS7 G1� t THE STATE LAWS,AND PERMIT CAN BE ISSUED. SCALE: AS NOTED
(SIS U'(5 J' ctvlE p FAA OF THE OF SHEETS
OF MISSION TRAIL
N O O p O O - 'VjF ( BASIS OF BENTWC SHEETS
Cd12 NA WOA0n9 DOPE Ia AGrvK,9 DESIGNED BY. KAM DRAWN BY: KAM � CFI�t Gj' � LT CENEERUNE OF CEREAL SEREST.BEING NST52'481Y,BETWEEN MONUMENTS 3 AND 4,
o BEING THE CENTERUNE INTESECTIONS OF CEREAL STREET AND STONEMAN STREET W.O. FOR: F.B. �NO. L `
i CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON KEN A.SEUMALO R.C.E. 56915 CITY ENGINEER DATE AND
cBG%L STREET AMID CORYDON STREET.
VI