HomeMy WebLinkAboutMission Trail Widening y
STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS
FOR
A.B. AGGREG47E BASE J.S. JUNCTION STRUCTURE A.C.PAVING
A C. ASPHALTIC MISSION TRAIL WIDENING BC BEEN CURVE CONCRETE � LENGTH ppMM ppRTLAND CONCRETE CEMENT
A?4/LROgO BLVD. BOULEVARD BCR BEGIN CURB RETURN MOVC MIDDLE MOF VERTICAL CURVE CENTERL SIN&LOCAL DEPRESSION
LAKESNORE CANYON ROAD ALONG THE FRONTAGE OF BVC BEGIN VERTICAL CURVE M.H. MANHOLE DRIVE FIRE HYDRANT
CB CATCH BASIN NIS NOT TO SC4LE
LAKE ELSINORE _ �S HEMLOCK STREET THE COTTAGES AT MISSION TRAIL CF CURB FACE OC ON CURB FLOWLINE
It CENTERLINE PIN. PORTION
o OCPC CORRUGATED EED STEEL PIPE P.I. POINT OF POINT OF COMPOUND ONUR GRADED SWALE
PROJECT PARCEL 1 OF MAP 37393 C.Y GORING YARDS RC POINT OF REVERSE CURVE ---- RIGHT-OF-WAY
o� CITY OF LAKE ELSINORE DR. DRIVE R.C.P. REINFORCED CONC. PIPE 2 SHEET FLOW RATE
P.U.E.DW DOMESTIC WATER PUBLIC UTILITY EASEMENT � STREET LIGHT
DWY DRIVEWAY PW PARKWAY
COUNTY OF RIVERSIDE STATE OF CALIFORNIA EC END CURVE RD. ROAD 0- - SCALE HIGH POINT
ECR END CURB RETURN R.G. ROUGH GRADE
OLIVE ST. ELEV./EL. ELEVATION RW RECLAIMED WATER
WATER METER
E.P. EDGE OF PAVEMENT SO STORM DRAW °
EVC END VERTICAL CURVE SL STREET LIGHT
FL FLOWLINE ELEV SS SANITARY SEWER
FS FINISH SURFACE M STREET
LEMON STREET GB GRADE BREAK
STREET R RIGHT-OF-WAY
H HEIGHT SW SIDEWALK
H.O.A. HOME OWNER'S ASSOCIATION TO .TOP OF CURB
HP HIGH POINT TYP. TYPICAL
INV INVERT OF PIPE VC VERTICAL CURVE
VICINITY MAP W WIDTH
x 123.5 EXISTING SPOT ELEVATION
NOT TO SCALE
T ((I� I
GENERAL NOTES THf=
_________I_ -�_—
COTTAGES' T ISSION TRAIL ' CITY OF LAKE
_ -- _ -- ------ — --------------I--- ELSINORE
1, NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND _ r A_—- CITY LIMIT
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A '�i_ __ ___ ' 1 OF MISSION TRAIL
1 SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF
LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE i _ _ '
ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR -
NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN - - - == -
THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL _ - s- - -� - -
DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES �.l__-'__ �J
OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY -- - - - - - - - - - - - - - - SHEET INDEX
DAMAGED DURING THE PERFORMANCE OF THE WORK SWILL BE REPAIRED OR
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE ; � -_=7�� .r__� �_� ——————————————————————— __ __ ______ _ SHEET STREET PLAN DESCRIPTION
CONTRACTOR AT HIS EXPENSE. i 'o - -\ \ - - - - --- --- --
MISSION TRAIL o I TITLE SHEET
2. ALL WORK SHALL CONFORM TO Cltt CODES AND STANDARD DRAWINGS,STANDARD
SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING `` V\ WILCITY
DOMAR OI 2 STREET SECTION,CONSTRUCTION NOTES&DETAILS
RESPONSIBILITY TO BE FAMILIAR WITH AND CITY
OF STANLAKE ELSIN ANDORE.
CODES H TONTRATTOR'S / `�\ �NUF \ I U 3 MISSIOF THE COUW OF ON
TRAIL STRIPING
36+59.13 TO STA. 43+35.22
\ `\ W I 4 SIGNING AND STRIPING
3. THE CONTRACTOR SWILL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS / \ \ ��� I WI 5 STREET BECKONS
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124 EXT.247
BETWEEN THE HOURS OF 9:00 A.M.TO 4:00 P.M.MONDAY THROUGH THURSDAY. INDEX MAP
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS SCALE: 1"=100'
TRAFFIC MANUAL AND WA.T.C.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS
APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL
REQUIRE IMMEDIATE WORK STOPPAGE.
LEGEND
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. r--------I
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE 1 O I =STREET IMPROVEMENT SHEETS GRAPHIC SCALE
00
COMPANIES INVOLVED AT LEAST 48 OURS PRF MY UTILITIES IOR TOTOR SHALL N077FY ALL BEGINNI G WORK. THE ITIJtt ENGINEER'S NOTICE ` J i I 0 5I ioo 2I
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT CONTRACTOR AGREES THAT O SHALL ASSUME SOLE AND C ® =SIGNING AND STRIPING SHEETS
�
1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF (IN FEET)
CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS 1 inch =100 ft.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST WORKING HOURS. 714E CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD
INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR
OF CONSTRUCTION. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR ENGINEER.
THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE,
ELECTRICITY,GAS,AND DRAINAGE FACILITIES.
ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON
9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND
y EXTENT, 771E OWNER,BY ACCEPRG THESE PLANS OR PROCEEDING WITH THE
ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE
SHOWN ARE FOR BONDING PURPOSES ONLY. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
m 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SWILL BE PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARNWCE WITH REPORTED OR
2 NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE RECORDED LOCATION THE CONTRACTOR IS REQUIRED TO TAKE DUE
IN THE FORM OF'4S-BULLY PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR RECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES,
SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
v�i TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK OWNER:
11. ALL EXISTING MONUMEMATION DISTURBED OR DESTROYED DURING CONSTRUCTION
m
SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR CIVIC PARTNERS
CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL 7777 CENTER AVENUE
N SUITE 230
d, THE PROJECT BEFORE ACCEPTANCE IS GRANTED. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
THE PREPARE?OF THESE PLANS. HUNTINGTON BEACH,CA 92647
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE T. (714) 230-8000
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF
o CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS
INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS.
o MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE SOILS ENGINEER:
a CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR C3SOILWORKS, INC.
ALL CONSTRUCTION,CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS
AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH EARTH SCIENCES GROUP
HAZARDS. 350 FISCHER AVENUE
COSTA MESA, CA 92626
o QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. (714)668-5600
CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR
TO BIDDING FOR CONSTRUCTION. .—g3soilworks.com
NOb aV 42 i27/If E u!r ADIb Dolt,
v REVISIONS: PREPARED UNDER SUPERVISION OF: `As BUILT, PREPARED BY: M WILSON MIKAMI CITY OF LAKE ELSINORE
o D ptOFESS/Q �� - Rr DATE W CORPORATION MISSION TRAIL WIDENING SHEET
1�'r7 �gF�j��A� /y/3-/$ REVIEWED BY: 9 CORPORATE PARK T.
949-679-9990 PARCEL 1 OF PM 37393 STREET IMPROVEMENT PLANS
SCOTT M.WILSON DATE STATE 100 F:949-679-OD91
0 : RCE NO.49884 EXP. 9-30-20 IRMNE,CA 92606 TITLE SHEET
y No.49884 THESE PLANS HAVE BEEN REIAEWED FOR COMPLIANCE WITH THE INSPECTOR DATE �RNVIXSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE OF
rn 4 * c.n.ova°7s° APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF"r INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27, 5
()() RI N 'f/q cm� �P STATELAWS,AND A PE MIT CAN BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERLINE OF MISSION TRAIL
Z o 2 0 C5C5�=�o Q �' (J, /T I Z-19 BASIS OF BEARING: SHEETS
Cd2wVbMlp O°A IBAR.mCB DESIGNED BY: DRAWN BY: CAUf �/ I OLD%CENTERLINE OF MALAGA ROAD,WHICH BEARS THROUGH
51.AS SHOWN ON TRACT
Q DATE: N0.31 OF
FILED IN BOOK 394 AT PAGES U THROUGH RS INCLUSIVE OF MAPS W0. FOR: F.B. FILE N0.
� CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.'MESON REMON HABIB R.C.E. 156 ACTING Cltt ENGINEER EXP.03-31-19 OFTICE OF THE COUNTY RECORDER IN THE COWIIY OF PoVFRSIDE
0
MIN. TRENCH WIDTH CITY OF LAKE ELSINORE�--Fy CITY OF WILDOMAR FUTURE IMPROVEMENTS R/W ESTUATE OF
PER RECOMMENDED R/w STREET PLAN CONSTRUCTION NOTES MAXIM
PVC SPECIFICATION 60'PROPOSED R 60'PROPOSED R W
Ot —CONSTRUCT TYPE 8 INIEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.N0.201. 695 LF.
.' (3 LANES) 30'EXISTING R 50'EXISTING R W (3 LANES) \:� CONSTRUCT 6"AC. OVER 14°CRUSHED A.B.(MIN)TO BE DETERMINED BY 34,330 S.F.
pl ,"��' _CKFZLL
10' 25'DEIST.PAVEMENT 25' 10' SOILS ENGINEER SHALL BE 5' 5'MIN. 43' TO BEREMOVED 7' 7' IXISf.PAVEMENT 43' 5'MIN. CONSTRUCT SIDEWiVX(N1DTH=5)PER CITY OF LAKE ELSINORE SID.N0.210. 3,54E S.F.CMPACTED TO A RELATIVE I WALK PROP.IMPR. WALK
COMPACTION OF NOT LESS VARIES VARIES TUT.MEDIrW I O—CONSTRUCT ACCESS RAMP TYPE I PER CITY OF LAKE ELSINORE STD.NO.214A 2 IX•
_ 2.0% _ 2.0%TO 2.6% 2.07, 2.01
iv THAN 90%EXCEPT FINAL O5 —CONSTRUCT ACCESS RAMP TYPE III PER CITY OF LAKE ELSINORE STD.NO.214C AND DETAIL ON SHEET 3. 2 EA.
90% 2 FEET WHICH WILL BE
COM RELATIVE NOT LESS THAN 95%. 5'TIDE SIDCURB A.C./14'A.B.(MIN.)TO BE 6�CONSTRUCT CROSS-GUTTER PER CITY OF LAKE ELSINORE STD.NO.209. 1,930 S.F.
IN PAVEMENT
6 TYPE 8 CURB DETERMINED BY SOILS ENGINEER
IN PAVEMENT PER CRY OF TAKE 7o-REMOVE EXISTING PAVING TO LIMITS SHOWN ON PLAN. 79,750 S.F.
AREAS PVC(SIZE
PER ELSINORE SM.NO.201 SECTION - MISSION TRAIL DESIGN SPEED=fi0 MPH o--SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2. 865 L.F.
PLAN) INITIAL 9a-INSTALL IRRIGATION SLEEVE(SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER 150 L.F.
BACKFILL N.T.S
' SAND OR jj4 MAX ' ,. BEDDING WITH SAND SEPARATE LANDSCAPE AND IRRIGATION PLAN.
CRUSHED ROCK a�<' 4„ MIN Mq�HERTM1�S 30 a f0 ADJUST SANITARY SEWER MANHOLE 70 FINISH SURFACE. 2 FA.
AND SHALL BE COMP ED 11 LOCATE&INTERSECT EXIST YC, 12 PAIR/19 TRAFFIC SIGNAL INTERCONNECT,•
TO NOT LESS THAN 90% RELOCATE AS SHOWN ON PLAN. i L.S.
RELATIVE DENSITY - 72 INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE SID.NO.502 3 EA
14
(D.-CONSTRUCT GUTTER DEPRESSION PER RCFC&WCD STD.L0201,CASE C,AND DETAIL ON SHEET 3 1 EA
TYPICAL P.V.C. PIPE TRENCH DETAIL EXISTING PAVEMENT :3 NEW PM NT -- -- CONSTRUCT 3.5"A.C.OVER 4'CRUSHED-AB.-PER GEOTECNNICAL ENGINEERS RECOMMENDATION ---- L580 S.F.
NOT TO SCALE
� CURB AND GUTTER
5'OF E `M 1' ESMATE OF
STM�N TK�NOTES QUANTIS
DEPTH COLLDD PLANE MIN EX/S11NG EDGE
AND OVERLAY 14 OF PAVEMENT CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCO STANDARD CD100 MARKED"ONLY RAIN IN i EA.
THE STORM DRAIN'WITH DAS MANUFACTURING 3"x5 1/4"DURACAST STORM DRAIN MARKER.
15 INSTALL 12"SOLID PVD SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 30 L.F.
0.10'MIN
16 CONNECT 12"PVC TO EXISTING V-DITCH AT GRADES SHOWN PER PLAN I EA'
LEAVE EXIST.BASE
oUPON APPROVAL ESTWTE OF
f INSPECTOR) SK*M AND STRIONG CONSTRUCTION NOTES (1,UAN1TiES
NOTE.. AC PG 64-10 ®—INSTALL 4"DASHED WHITE STRIPE PER CALTRANS STD.PLAN NO.A20A DETAIL 12 PAINT. 534 L.F.
SAWCUT AND JOIN DETAIL 21 INSTALL 4'WHITE EDGE LINE PER CALTRANS SID.PLAN NO.A208,DETAIL 27B PAINT. 331 LF.
N.T.S. @—INSTALL 4"/4"YELLOW MEDIAN LINE PER CALTRANS SID.PLAN NO A208,DETAIL 29 PAINT. 180 LF.
23 INSTALL 8"SOLID WHITE STRIPE PER CALTRANS STD.PLAN NO.A200,DETAIL 38 THERMOPLASTIC. 337 LF.
24 INSTALL 12'SOLID WHITE BASIC CROSSWALK STRIPE PER CALTRANS SID.PLAN NO.A24F THERMOPLASTIC. 240 LF.
25 INSTALL 4'SOLID WHITE STRIPE PAINT(NO DETAIL).INSTALL RETRO-REFLECTIVE MARKERS ON EACH END. 100 LF.
26 APPLY THERMOPLASTC ARROW MARKING(TYPE IV(L OR R))PER CALTRANS STD.PLAN NO.A244. 7 EA
27 APPLY THERMOPLASTIC"SIGNAL AHEAD"LEGEND PER C4L7RANS STD.PLAN NO.A240. 2 EA.
28 APPLY THERMOPLASTIC"STOP"LEGEND PER CALTRANS STD.PLAN NO.A24D. 2 EA
6'AC PG 64-10(GREENBOOK SPEC 203-6) 29 FURNISH AND INSTALL SIGN PER 2014 GA MUTCD AS NOTED. 15 FA
o--INSTALL If WHITE DIAGONAL LINE®30'SPACING, THERMOPLASTIC. 60 LF.
14'CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-2.2) 31 SALVAGE EXISTING SIGN 70 CITY'YARD. 2 to
7cy
�c�,�77
32 INSTALL 6"DASHED WHITE STRIPE PER CALTRANS SID.PLAN NO.A20C,DETAIL 37B THERMOPLASTIC. 138. LF.
o-INSTALL TWO-WAY LEFT TURN LANE LINE PER CALTRANS SID.PLAN NO A208,DETAIL 32 PAINT. 856 LF.
SUBGRADE(957 MIN.RELATIVE COMPACTION TO 1-FT MIN.DEPTH)
PAVEMENT SECTIONO
NTS
d
N
O
Y
N
Y
m
E
a
M
O
N
N
N
W
k
0
J
a
3
v
CJ
O
O
O
H 11 '
0- OV
REVISIONS: PREPARED UNDER SUPERVISION OF: "ASBUILr PREPARED BY: WiLSON MIKAMI CITY OF LAKE ELSINORE
o D r QROFESSI¢ W CORPORATION MISSION TRAIL WIDENING
RCE EIS DATE 9 CORPORATE PARK F.949-679-0080 SPIFFY
REVIEWED BY: PARCEL 1 OF 1'M 37393 STREET IMPROVEMENT FLANS 2
N y��� SCOTT. 'MESON DATE SUITE 100 F:949-679-0091
o �, : RCE NO.49884 EXP. 9-30-20 IR1nnE,CA seas STREET SECTK�S AND ti No.49884 INFECTOR DALE BENCHMARK: OF
o * A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE POST 72'NORTH OF"NO.ER ECTION CO DON STREET
BRASS DISC IN RAIL 2E CONSTWCTION NOTES 5
N E+n.����� * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Posy 7z•noRln of°Y INTERSECTION of CORYgN!STREET AND MISSION IRATE 27•
(� ✓l °^^� �P STATE LAWS,AND A PER ITC BE ISSUED. SCALE: AS NOTED FAST OF THE CENIERMNE OF MISSION TRAIL
Z 'Yl(' BASS OF BEARING SHEETS
3 cazlATwmmDq.nAea� DESIGNED BY: DRAWN BY: 7)F CAl\F 1/S/20' OLD CENfERIJNE OF MNAGA ROAD,WHICH REARS N7538'15°W AS SHOWN ON TRACT
N0.31920-1 FBID IN BOOK 394 AT PAGES 41 THROUGH 51•INCLUSIVE OF MAPS
Of CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.VIA, REMON HABIB R.C.E. 3156 ACTING CITY ENGINEER EXP.03-31-19 DATE: OFFICEOF THE COUNTY RECORDER IN THE COUNTY OF RIVERS W.O. FOR: F.B. FILE N0.
0
- ------ -------
-- --- ------
EEE -- ---- —------
----------- =4
EIEE
EEE
—ZEE—
-Eldtg
PROPOSED WESTERLY
----- TOP OF CURB
L�54 98'
oa
EH�R EE -------
FE _4
OR
............ ss
-------
cz TOP OF CHRA
11,N'SH TE
0.500%
-A-AL
�0-500%
L=38.92'
-1 1 13
HHHE EXISTING FINISH
EE E=4- 1
AT CENTERLINE
-127-0-41260---�H-z
T Z-
c�
-�2
9. L..
1 12"PVC
SDR-J5 --------
(PRIVATE)
-4.5 CFS
8.0 FPS
4
CATCH BASIN (PUBLIC
F
'T
n- Z- zi
t4
EH--E
A
96 4
b
RNA"'CONNECTOR PIPE'
T
PROFILE
MISSION TRAIL
-4
PROFILE
HOKIL. I = 40 i
VERT. 1 = 4v
4 1
LE
35 36 37 38 39 40 41 42 44 45 10
STFEET PLAN OONSTRJCTION NOTES
CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO 201.
79X SOX CONSTRUCT 6-A C.OVER 14-CRUSHED A.B.(MIN)TO BE DETERMINED BY
SOILS ENGINEER.
'
x Q--CONSTRUCT SIDEWALK(WD7H=5)PER CITY OF LAKE ELSINORE STD.NO.210.
0" -- CONSTRUCT ACCESS RAMP TYPE I PER CITY OF LAKE ELSINORE STD.NO.214A
SOUTH TYPE III RAMP NORTH TYPE IN RAMP
SCALE. 1"=20' CONSTRUCT ACCESS RAMP TYPE N PEI?CITY OF LAKE ELSINORE STD.NO.214C AND DETAIL HEREON.
SCALE 1-20' in 'w CONSTRUCT CROSS-GUTTER PER CITY OF LAKE ELSINORE STD.NO.209.
UIS71NG v-DaCH THE COT TAGES REMOVE EXISTING PAVING TO UM17S SHOW ON PLAN.
PROTECT IN PLACE
V ' 8 SAWCUT AND JOIN EXIS77NG PAVEMENT PER DETAIL ON SHEET 2.
AT MISSION TRAIL w
�5 20 22 1 uj (PROPOSED DEVELOPMENT PER SEPARATE PLANS) INSTALL IRRIG477ON SLEEVE(SHOWN FOR REFERENCE ONLY). SIZE AND LONTION PER
1,6 b 21 Wao 12 w CITY OF LAKE ELSINORE SEPARATE LANDSCAPE AND IRRWTION PLAN.
4 ADJUST SANITARY SEWER MANHOLE TO FINISH SURFACE.
FUTURE RIGHT OF WAY
-z:; LOCATE&INTERSECT EXIST 2'C, 12 PAIR 119 TRAFFIC SIGNAL INTERCONNECT;
z6.,
:f N RELOCATE AS SHOWN ON PLAN.
z5TI PROPOSED RIGHT OF WAY
t� PROPOSED RIGHT OF WAY �? 2
EXIS77NG RIGHT OF W77 11 PER PARCEL MAP 37393 In PER PARCEL MAP 37393 FUTURE RIGHT OF WAY@—INSTALL STREET LIGHT PER CITY OF LAKE ELSINORE STD.NO. 502
6 5 it (5-CONSTRUCT GUTTER DEPRESSION PER RCFC&WCD STD.LD201,CASE C,AND DETAIL ON SHEET 3
/ I I I A-T -EXISTING RIGHT
--- ----- ------------------ ---------- OF WAY T14�—CONSTRUCT 3.5"A.C. OVER 4"CRUSHED A.B.PER GEOIECHNAC4L ENGINEERS RECOMMENDA77ON
Z_P,
.3T ss)- I
Cl
'o ,EXISTING RIGHT OF WAY
is
�x
-EX'S OF PAVEMENT
9 RY) - --------
------ - ----------------�4(CIW�UNZA N25*5856"W STORM DRAIN CONSTRUCTION NOTES:
CONSTRUCT CATCH BASIN NO. I PER RCFC&WCD STANDARD CD100 MARKED"ONLY RAIN IN
10+00.00 STREET"B" ENT 10+00.00 STREET"A" THE STORM DRoVAr WITH DAS MANUFACTURING x5 I DURAC45T STORM DRAW MARKER.
�37+21.09 MISSION TRAIL @--
INSTALL 12"SOLID PVC SDR 35 W17H PIPE BEDDING PER DETAIL"A"ON SHEET 2
-40+36.85 MISSION TRAIL
@-CONNECT 12'PVC TO EXISTING V-DITCH AT GRADES SHOWN PER PLAN
MISSION TRAIL
CUM IABLE
CURVE LENGTH R4DIUS DELTA TANGENT CITY OF WILDOMAR CONSTRUCT AC OVER AB
" 141-cr rv-e Cl 118.96' 1941.02' 1,09,071 19.51' REMOVE AC PAVEMENT AND BASE GRAPHIC SCALE
C2 4a 62' 25.00' qxow" 26.38' 40 0 20 40 80
7o C3 38.92' 25.00' 89,11,29* 24.65'
0
C4 585.74' 1940.08'0-4831' 13-69'
C5 54.98' 35.00' 90,00,00" 35.00' IN FEET
C6 54.98' 35.00' 90,00,00' 35.00 1 inch 40 ft.
Yj
OV 12/-77/11'
"AS BULr PREPARED BY:
REVISIONS: PREPARED UNDER SUPERVISION OF: WILSON MIKAMi MY OF LAKE ELSINORE
u W CORPORATION MISSK)N TRAIL WIDENING
1,1-12 SHEET
RCE EXP- DATE 9 CORPORATE PARK T...9-679-0090 PARCEL I OF PM 37393 STREET IMPROVEMENT PLANS M NINE!
�Tn--"
SCOTT M.WILSON DATE REVIEWED BY.- SUITE'00
36+56.93 R 949-679-0091
RCE NO.49884 EXP. 9-30-20 IRYINE,CA 9M 3
MISSION TRAIL —OF
No.49864 INSPECTOR D BENCHMARK:THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE RNERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE
Ji LOCAL DEPRESSION �p.o9/M/20 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72 NORTH OF-r INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27' 5
SCALE. 1"=20' DESCRIPTION DATE STATE LAWS,AND A PE SCALE: AS NOTED EAST OF THE CENTERUNE OF MISSION TRAIL FROM STA. 36+38.98 TO STA. 43+35.22
T CA BE ISSUED. BASIS OF BEARING SHEETS
z C \1 OLD CONTERUNE OF MALAGA ROAD,WHICH BEARS N79'38'15*W AS SHOWN ON TRACT
Y. DRAWN BY. -m X-L--1 1/9/9-If DATE: NO.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51,IN
OF MAPS FOR: F.B. FILE No.
Of C=Fly.* OTT M.VALSON PROJECT MANAGER: SCOTT LTON--1 REMON HABIB R.C.E.#B3156 ACTING CITY ENGINE[ A OFFICE OF THE COUNTY RECORDER IN THE OF RIYQRSIDE W.O.
MY OF LAKE ELSHORE SKIM AND STRFM GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM 70 THE LATEST PROVISIONS SET FORTH IN SECTION 84,
'TRAFFIC STRIPES AND PAVEMENT MARKINGS'AND SEC77ON 85"PAVEMENT MARKERS"OF THE STATE OF
CALIFORNIA,DEPARTMENT OF TRANSPORTATION(CALTRANS)STANDARD SPECIFICATION,EXCEPT AS NOTED
OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS.
2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON
APPROVED PLANS.
J. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW,OR BLACK
AS REQUIRED,CONFORMING TO MFORN14 STATE SPECIFICATIONS AND SHALL BE REVIEWED AND
APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION.
4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS-APPROVED
STENCILING STANDARDS.
5. THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15
FOOT INTERVALS AND'SPOT"THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING
PLANS.STRIPING SHALL VARY NO MORE THAN 112 INCH IN 50 FEET FROM THE SPECIFIED ALIGNMENT.
MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD.
6. THE.CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR
STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS
INSPECTOR.
7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN THE TWO
YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE
YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS
B. EXCEPT FOR BLACK STRIPING,REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED
CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING.THE GLASS BEADS SHALL BE
EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR DIAMETERS.
9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN,BUT DEEMED NECESSARY
BY THE CITY ENGINEER OR DESIGNEE,SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL °
ACCEPTANCE OF THE IMPROVEMENTS
10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC
TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET.ANY NEWLY APPLIED 1
STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION,INCLUDING m Q 1
WHEEL MARKINGS BY PUBLIC 7R4MC AND CONSTRUCTION EQUIPMENT,SHALL BE REAPPLIED BY THE THE COTTAGES CITY OF LAKE ELSINORE
CONTRACTOR. w ( AT MISSION TRAIL �w '
IT. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN PROPOSED DEVELOPMENT PER SEPARATE PLANS)
SHALL BE REMOVED BY WET SANDBLASTING.BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR W �JJ
PAVEMENT MARKINGS WILL NOT BE ALLOWED. ft 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. 100• 100'
INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE - -- RIGHT TURN LANE 29
(n RIGHT TURN LANE
HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT, Rl-1 29 1
20' 29 x5 26 28 29 138.32 29 x3 CLASS I, TYPE F GLUE-DOWN DELINEATORS
ASPHALTIC CONCRETE AND CHIP-SEALED ROAD SURFACES. R3-7(R) PER CAL DUNS STD.A73C.
13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS - �� NP• CLASS 1, TYPE F / 29 28 W3-3 R3-7(R) 29 2828 PROPOSED RIGHT OF WAY
STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. 31 _ 35, (SPACING 30 FT)
It EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY - J -� R3_7(R) 30
THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE TRAFFIC STRIPING. - - -- - - - - - -
15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY
EXISTING EDGE OF PAVEMENT
STANDARDS 422A, AND 422C. -- 26 23 26 0 25 24 26
16. ALL SIGNS SHALL USEE JM DIAMOND GRADE 111 REFLECTIVE SHEETING(ABTA TYPE XXI). N
17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE 20 50' _
I& STREET NAME SIGNS SHALL BE PER CITY STANDARDS 4004 AND 4008. 35 21 24 31 2 N 50 25 h 21 122,TAPER `v _
19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCA71ON -'—°C" 36 2 26 33
ON APPROVED PLANS.SIGNAGE TO BE INSTALLED-PER CITY STANDARDS 402,4064,4068,AND 409. — --
20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. — 4044
-
a. 22 _ 50' _ _ 80'OPENING 100'TURN POCKET _ _ — _ _ (CITY BOUNDARY) -
124'�SITION
1'0124:1 _
S
E STIN EDGE OF PAVEMENT '
- - - - - - - - - - - - - - - - — -- - - - --
MISSION TRAIL
CITY OF WILDOMAR
\ CyFScF \
�\ 17� \
SIGN LEGEND
SK*M AND STRPNG C ONNSTFMTKA NOTES
20 INSTALL 4'DASHED WHITE STRIPE PER CALTRANS STD. PLAN NO.A20A,DETAIL 12 PAINT.
RIGHT L
LANE
0-INSTALL 4'WH17E EDGE LINE PER CALTROS STD.PLAN NO.A208,DETAIL 278 PAINT.
fi G 22 INSTALL 4'/4"DOUBLE YELLOW LINE PER CALTRANS SID.PLAN NO A20A,DETAIL 22 PAINT.
MUST 23 INSTALL 8"SOLID WHITE STRIPE PER CALTRANS STD.PLAN NO.A2OV,DETAIL 38 THERMOPLASTIC.
c 24 INSTALL 12"SOLID WHITE BASIC CROSSWALK STRIPE PER CALTRANS SID.PLAN NO.A24F THERMOPLASTIC.
h O-INSTALL 4'SOLID WHITE STRIPE PAINT(NO DETAIL).INSTALL RETRO-REFLECTIVE MARKERS ON EACH END.
TURN RIGHT 26 APPLY THERMOPLASTIC ARROW MARKING(TYPE IV(L OR R))PER CALTPANS SID.PLAN NO.A24A.
Y
2Q-APPLY THERMOPLASTIC'SIGNAL AHEAD'LEGEND PER CALTRANS SID.PLAN NO.A24D.
R3-7R W3-3
28 APPLY THERMOPLASTIC'STOP"LEGEND PER CALTRANS STD.PLAN NO.A24D.
m 36%36" 36"x36" 29 FURNISH AND INSTALL SIGN PER 2014 CA MUTCD AS NOTED.
o--INSTALL 12'WHITE DIAGONAL LINE®30'SPACING, THERMOPLASTIC.
a
� 31 SALVAGE EXISTING SIGN TO CITY YARD.
12 2 INSTALL 8'DASHED WHITE STRIPE PER CALTRANS STD.PLAN NO.A200,DETAIL 378 PAINT.
m , 0-INSTALL TWO-WAY LEFT TURN LANE LINE PER CALTRANS STD.PUN NO A20B,DETAIL 32 THERMOPLASTIC.
0
ko 30"x30" R3-2
30'x30"
a GRAPHIC SCALE
4O 0 20 40 80
3
0
o ( IN FEET)
rn
i inch =40 ft.
NR�a
3 REVISIONS: PREPARED UNDER SUPERVISION OF: 'AS BUILY PREPARED BY: WILSON MIKAMI CITY OF LAKE ELSINORE
c I�_�-
o pR9F�SSlpi 1L�.3l4e CI]RPORATION SHEET
MISSION TRAIL WIDENING
1 w 2 f �xm BM f>P DATE s ca roRATE PARK T:949 s7s ooso PARCEL I OF PM 37393 STREET IMPROVEMENT PLANS
ti o SCOTT M.WILSON DATE SUITE 100 R 90-679-0091
_� RCE NO.49884 EXP. 9-30-20 IRNNE,CA 926M MISSION TRAIL STRIPING o
H No.49884 MSPECTgi DAZE BENCHMARK:
Gi I * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE RNFNSIDE BENCHMMK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE 5
F+P oonoiso * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND POST 72'NORTH OF'Y INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'
- sf cmM �P STATE LAWS,AND A P IT AN BE ISSUED. SCALE: AS NOTED FAST Of THE CENTERUNE OF MISSION TRAIL FROM STA. 36+59.13 TO STA. 43+35.22
0MARK DESCRIPTION9Jf- i\ BASS OF BEARING: SHEETS
8F �I�A\F OLD CENIERUNE OF MAlAGA,ROAD,WHICH BENTS N7938'15W AS SHOWN ON TRACT
3 odzwwMlr�WDCM4fiAO.mce DESIGNED BY: DRAWN BY: )�� 20�� NO.31920-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51•INCLUSIVE OF kIAP5
o CHECKED BY: SCOTT M.MLSON PROJECT MANAGER: SCOTT M.WILSON HABIB R.C.E. 3156 ACTING CITY ENGINEER EXP.03-31-79 DATE OFFICE
OF
THE coumY RECORDER IN Try COUNTY DP RIVERSIDE W.O. FOR: F.B. FILE N0._„ _
ROW ROW ROW ¢ ROW ROW ROW ROW ROW ROW
1275 —6' 1275 1275 1275 1275 1275 — 1275 1275 1275
12M 1270 O 1270 ,� 1270 1270 v'�` 1270 i� 1270 ^ 1270 ,0 1270 ,o w
N
p .3
PR PO ED P P ED XI TIN
XI TN
1265 1265 1265 1265 1265 1265 1265 1265 1265
-50 0 -50 0 a -50 0 -50 0 -50 0 -50 0 -50 0 -50 0 -50 0
SECTION ® 36+38.98 SECTION ® 36+50.00 SECTION ® 36+79.01 SECTION @ 37+00.00 SECTION ® 37+50.00 SECTION® 37+58.04 SECTION ® 38+00.00 SECTION ® 38+50.00 SECTION ® 39+00.00
ROW ROW ROW ¢ ROW ROW ROW ROW ROW ROW
1275 1275 - 1275 1275 1275 1275 1275 --- 1275 1275
O U O E2 4 Y
v� O
O Cn N Oi of t\ N N 2X 2•
N 16 b N f� N I 4 N N 2X .�
1270 N 1270 , 1270`� �, 1270 24 1270 1270 1270 1270 PR POED 1270
4
PR PO ED PR PO ED STI G
P PO ED P 0 EXI 1
1265 1265 11265 1265---
265 1265 1265 1265 1265 1265
—50 0 —50 0 —50 0 —50 0 —50 0 —50 0 —50 0 —50 0 - —50 0
SECTION ® 39+50.00 SECTION 0 39+81.85 SECTION ® 40+00.00 SECTION @ 40+50.00 SECTION @ 40+91.85 SECTION® 41+00.00 SECTION @ 41+50.00 SECTION ® 42+00.00 SECTION 0 42+50.00
Row 60, ROW 60 PROFILE
1275oE2 1275 HORIZ. 1" = 40'
N VERT. 1" = 4'
z 2.0
PR PO ED
1270 1270
1265 1265
-50 0 -50 0
SECTION ® 43+00.00 SECTION ® 43+35.22
c
v
2
Y
N
DO
CL
0
M
N
of
O
N
M
W
I-
J
a
a
v
0
0
0
F
a .. V08 ov Iz/iT /tt
REVISIONS: PREPAR UNDER SUPERVISION OF: "AS BUILT" PREPARED BY: M WILSON MIKAMI CITY OF LAKE ELSINORE
$ D D eRo�ESs/ �Z�'3dg RCF EXP DATE w CORPORATION MISSION TRAIL WIDENING SHEET5
REVIEWED BY: 9 CORPORA E PARK r:949-679-oo90 PANEL t OF PM 37393 STREET IMPROVEMENT PLANS
o o SCOTT M.WILSON DATE SUITE TW F:949-679-OMI
No H : RCE N0.49884 EXP. 9-30-20 IRViNE,ca 92606
STREET SECTIONS OF
No.49884 INSPECTOR DAZE BENCHMARK:
s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RIVERSIDE BENCHMARK NO.BM E-3-70.M.1279.829. BRASS CSC IN CONCRETE
E•v wAxAm APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR qTY AND POST 72'NORTH OF'f INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'
i5 .nd�P STATE LAWS,AND A PERMIT C BE ISSUED. SCALE: AS NOTED EAST OF THE CENTERU OF MISSION TRAIL FROM STA. 36+38.98 TO STA. 43+35.22
Z o U U � o U 'A�' �• BASIS OF BEARING SHEETS
OF CAUN OLD CENTETUNE OF MAIAGA ROAD,WHICH BEARS N79'38'15W AS SHOWN ON TRACT
C.12Fd nDl"k Ally DESIGNED BY: DRAWN BY: NO.31920-1 FILED IN BOOK 194 AT PAGES 41 THROUGH 51,INCWSNE OF MAPS 1 e"
3 DATE: W.O. FOR: F.B. FILE N0.
0
CHECKED BY: SCOTT M.WILSON PROJECT MANAGER: SCOTT M.W1LSIXd R MON HABIB R.C.E. 156 ACTING CITY ENGINEER EXP.03-31-1 oTE�cE of THE couNn RECORDER IN THE cauxTY of RIVERSIDE
Y
GENERAL NOTES - IMPROVEMENT PLANS STREET LIGHT IMPRO VE�1EV T PLANS
J 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTUTY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A R
REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE ��" ALUM/NUM cAP 6-0: LUM/NAME 22,000
LUMEW HIGH PRESSORE"SODIUM
EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE MISSION TR i9 I/ WIDENING TYPE TO BE SHOWN ON GENERAL
LIMITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY �/ /-I L q/ �¶ STREET LIOWrM Pu/✓.
MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON ALONG THE E �RO/N Ti A G� Of- 2.aXs'O.D.
THESE PLANS OR NOT.ANY UTILITY(IES) DAMAGED DURING THE PERFORMANCE OF THE WORK -WHEN STREET LIGHT/S INSTALLED
SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE T/7 �O T T�C 3 E� T MISSION��/O/1! ®®�I L ADJACENT TO CURB,AHST ARM
CONTRACTOR,AT HIS EXPENSE. !//E1J' LENGTH SHALL BE 4'-D'
2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS
(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF STANDARDS
AND
IS THE FA RClL I F A=tl 373—
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. ( (/$/�('
9,3
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48) HOURS �I T Y O� LA4/\ EL SI ORE AIARBELl7E, ORNAMENTAL GRANITE,
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) 674-3124, EXTENSION 247, OR APPROVED EQUAL
BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH THURSDAY. �/4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL ��/ / T/ O/ O/p/L Q C IDF ✓ T A¶ TE_ OR /�sN / /[
AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER (,J /T 1.IV /�m.J �I � 141 L_ l- f� H
OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE,REPRESENTATIVE AT THE M M w
JOB SITE,AT ALL TIMES DURING CONSTRUCTION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY hff
RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT ICE
LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO
CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800- 422-4133,AT LEAST FORTY-EIGHT
(48) HOURS PRIOR TO BEGINNING WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA
AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF
LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION.
B. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER,
TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING
THE STREET SECTION. * *6'-O'STANDARO
9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH o cRour 1•-6'WHEN SIDEWALKS ARE
GRADING,TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR NOT PROPOSED FOR
'� /NSMILAIZON
BONDING PURPOSES ONLY.
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS
VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY o 4 1 x3fi x("
NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS h ANCHOR RODS
BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE
OF THE PROJECT. Lp
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BEIto im
2-6'
BELACED TO URNIISHEDCITY TO THENDARDS,AS CITY ENGINEERPUPOND BY THE CITY COMPLETION OFNTHEEPRO PROJECT AND BEFORE NTERLINE TIES RE TO THE COTTAGES AT IYA�/SS/ON TRAIL
OR ROUND
ACCEPTANCE IS GRANTED. _ _ - - mitm. NOTE.•
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN 7 rHEs£ucrlrr/✓c STANaAROs MAr 9E SUPERSEDED BY ME srANDARns OF THE s£RvrNc
PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST SH L UT/UTY/F THEY ARE/N ACCOROANCE WITH THE NA TONAL STREET LIGHTING GU/DE
PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR
PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING
THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF ENGINEERING aW07109 CITY OF LAKE ELSINORE
as Ravro
IMPROVEMENT PLANS.
13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT'NO. 8 OFFICE OF CALTRANS,
PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT TPA IL / arrT/r 4iL�! ARTERIAL HIGHWAY
PLANS.
,,, G0 L LIGHTING 502
sc
Aoo, ELECTRICAL SERVICE PEDESTAL
120/24OV, 10, 3W.
100A/2P CIRCUIT BREAKER MAIN
GRAPHIC SCALE 42,000 AIC SERIES RATED (MAX
STREET LIGHT GENERAL NOTES° NOTICE TO CONTRACTORS PACIFIC UTILJTY PRODUCTS! US 16-M2100-112CTB-SD-SS OR APPROVED EQUAL
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF LAKE ELSINORE. CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED WITH PHOTOCELL,TEST SWITCH, & 6-POLE CONTACTOR
CONSTRUCTTON PRACTICES, CONS7RUCRON CONTRACTOR WILL BE REQUIRED TO ASSUME 16"W X 16.5"D X 48"H
2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CURRENT CITY OF LAKE ELSINORE 100' O f00' 200' 300•
STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS,SPECIAL PROJECT PROVISIONS,AND THE SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17F COND177ONS DURING THE COURSE OF EUSERC
CONSTRUC770N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,' PHOTOCELL--w- PC
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION SAFETY
WITH TEST BLOCKS
SUPPLEMENTS,THE SPECIFICATIONS
F ELECTRICAL CODE,THE CONSTRUCTION,
CALIFORNIA STATE SAFETY ORDER AND ALL THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE L/M/lED
TO NORMAL WORKING HOURS, AND CONS7RUCT70N CONTRACTOR FURTHER AGREES TO
OTHER CODES AND ORDINANCES,AND RULES AND REQUIREMENTS OF AUTHORITIES HAVING DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL A
JURISDICTION. LIABILITY, REAL OR ALLEGED, IN CONNECTION W/7H THE PERFORMANCE OF WORK ON THIS
3. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS AS REQUIRED BY THE UTIUTY PROJECT, EXCEP771VG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN UTILITY I�1I TO LIGHTING
COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. PROFESSIONAL. m
4, MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC.,AS HAVING CO. (VERIFY) 100A-2P
SUITABLE CHARACTERISTICS WHEN PROPERLY FORMED AND TREATED, INCLUDING RIGID POLYVINYL ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
CHLORIDE (SCHEDULE 40) FOR UNDERGROUND USE,AND RIGID POLYVINYL CHLORIDE (SCHEDULE THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE FRONDED A N -POLE
80) FOR USE ABOVE GROUND AND PASSING UNDER ROADWAYS. CONDUITS TO HAVE A MINIMUM SAFE PLACE TO WORK AND THE PUBLIC /S PRO7ECIED. ALL CON7RACTORS AND LANDING LUGS CONTACTOR&
OF 24"OF COVER BELOW STREETS AND 18'OF COVER BELOW LANDSCAPE OR SIDEWALKS. SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPA AONAL SAFETY AND HEALTH +17 (MIN) TEST SWTICH
5. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH REGULATIONS" OF THE U.S. DEPAR7MEN7 OF LABOR AND WTH 7HE STATE OF CALIFORNIA
SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. DEPARTMENT OF INDU57RIAL RELA7701VS CONSTRUCTION SAFETY ORDERS'. 7HE CIVIL ti -"3ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR v
6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE GROUND CLAMP LISTED—► n
WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES SUBCONTRACTORS COMPL/ANCE WITH SAID REGULATIONS AND ORDERS FOR THE PURPOSE 6FT MIN #8 CU-GND m
RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS,WHETHER OR NOT SUCH FACILITIES PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
ARE SHOWN ON THESE PLANS.
7. ALL LUMINARIES, LIGHTING STANDARDS,.AND MAST ARMS USED IN THE WORK SHALL BE OF THE THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILIAES OR STAINLESS STEEL AND COPPER DRIVEN E
SAME STYLE AND BY THE SAME MANUFACTURER.ALL BALLAST SHALL BE MULTI-TAP TYPE STRU07ZIRES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE _ = GROUND ROD (5/8"DIA. X IOFT (MIN)) Fin
(120/208/240). RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR INSTALL PER NEC 250.53
8. TWENTY-FOUR 24 HOUR PRIOR NOTICES SHALL BE GIVEN FOR ALL CITY INSPECTIONS. STRUCTURES EXCEPT AS SHOPW ON 7HESE PLANS THE ENGINEER ASSUMES NO LIABILITY OR OTHER APPROVED METHOD
( ) AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES
9. ALL WORK INCLUDING BONDING SHALL BE DONE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CODE(NEC), CURRENT EDITION. NOTIFYING ALL U77LITY AND IRRIGA77ON COMPANIES PRIOR TO WORK ON EXCAVATION TO
DETERMINE EXACT LOCATION OF ALL LINES AFFECTING 7H/S WORK, WHETHER OR NOT DISCLAIMER. NOTE
SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF 77-IESE LINES STREET LIGHTING LOCATIONS DESIGNED BY OTHERS TO RIVERSIDE COUNTY STANDARDS PER DIRECTION OF
THE CITY AND HAVE NOT BEEN REVIEWED FOR THEIR ADEQUACY OR COMPLIANCE WITH IESNA OX
THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERWcE
RECOMMENDATIONS. NO 3-1/2 PULLB
ALERT(USA.)PHONE 1-800-422-4133 TWO(2) WORKING DAYS PR/OR TO DIGGING. NO
CON57RUC77ON PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID
INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY - PLANS ARE FOR THE STREET LIGHT POWER DESIGN ONLY BASED ON APPROVED STREET LrlHnNG PLANS.
/OEN70CA AON NUMBER ISSUED BY U.S.A.
$.✓. 4-10•/'
THESE PLANS HAVE BEEN REVIEWE➢ FOR COMPLIANCE WITH THE PREPARED BYE HARD CANDELA 27201 Calle Juanita
MARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �OQR Dana Point,CA92624 CITY ❑F LAKE ELSINORE SHEET Cyl,
STATE LAWS AND A PERMIT MAY BE ISSUE➢ �,Q'��G 0 Ph'949.201.1333
ENGINEERING candelaengineering.com MISSION TRAIL WIDENING
w Q N0.20627 r�n PARCEL 1 OF PM 37393 7
* m� BENCH MARK: STREET LIGHT IMPROVEMENT PLANS OF
�1 y19 m EXP.03/31/20 ( RIVERSIDE BENCHMARK NO.BM E-3-70,ELEV.1279.829.BRASS DISC IN SHEETS
CONCRETE POST 72'NORTH OF T INTERSECTION OF CORYDON STREET AND
REMDN HABIB RCE 83156 ATE BRIAN R OVERLEY DATE ST F<'CTRI0 �P MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL FILE No.
BASIS OF BEARING OLD CENTERLINE OF MALAGA ROM),WHICH BEARS
ACTING CITY ENGINEER REE E20627 9 O�� N79'3815'W AS SHOWN ON TRACT 31920-1 FILED IN BOOK 394 AT PAGES `A i
�F CALIF 41 THROUGH 51,INCLUSIVE OF MAPS OFFICE OF THE COUNTY RECORDER IN 'l wwc
THE COUNTY OF RIVERSIDE
I
2. Rj - 2 ?.
THE COTTAGES AT M
Q
W MISS/ON TRA
I'� I ELE07PICAL A-1,3 1
I 6. 6 6 ( 6 6 SERWCE 5 6 6
7 i d01 PEDESTAL "Aoil
- -
+ + GRAPHIC SCALE
40' 0 40' 80, 120'
STREET LIGHT CONSTRUCTION NOTES
PANEL SCHEDULE-A O DESCR/PT/ON
MOUNTING:FREESTANDING VOLTAGE:120/240 BUS RAITING:100A 1 PRONDE AND INSTALL 22,000 LUMEN STREET LIGHT PER LAKE ELS/NOR£STANDARD
TYPE:SERVICE PEDESTAL PHASE:1 AIC:42 KAIC SERIES RATED NO. 502 SEE SHEET.#�1
ENCLOSURE:NEMA 3-R(STAINLESS STEEL) WIRES:3 DISTIBUTION:12/12 2 INSTALL AID 3 112 CONCRETE UNDERGROUND PULL BOX W/TH LID MARKED
MAIN:100A/2P - STREET L/GHTTNG"
3 SCE POINT OF CONNECTION
CKT DESCRIPTION TRIP NOTE A B DESCRIPTION NOTE TRIP CKT COORDINA 7E WORK AS REQUIRED WTH SCE
1 STREET LIGHTING 1 250 10 CONTROL WIRE 20A/1P 2 4 3"CONDUIT TO SCE POINT OF CONNECTION
3 240V. 20A/2P 250 0 q COORD/NA T£WORK AS REQUIRED WITH SCE
5 0 0 6 ELECTRICAL SER14CE PEDESTAL (LS--T METERED)
7 0 0 8 5 1201240V 1PH, 3W— 700AMPS MAIN
9 0 0 10 SEE SHEET p FOR DETAILS
11 Ol 0 12 6 (2)#10 THHN/7HWN—CU&(1)-�VIO CU—GND — 1"SCHEDULE 40 PVC CONDUIT
VOLTAMPS PERLINE: 260 250 1"SCHEDULE 40 PVC CONDUIT AND PULL ROPE.
SUBTOTALKVA: 0.51 0.51 KVA @ 125%(LCQ � S7U8 OUT CONDUIT AT PROPERTY LINE FOR FUTURE USE
TOTAL MINIMUM FEEDER SIZE(AMPS) 2.66 0.64 KVA(TOTAL FEEDER)
NOTES:
1-CONTROLLED BY PHOTOCELL/CONTACTOR.
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY1 OFESS/O A A 27201 Calle Juanita
MARK REVISIONS APPR; DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �PRNARD� CANDELA DEL/\ Dana Point,CA92624 CITY OF LAKE ELSIN❑RE SHEET 7
STATE LAWS AND A PERMIT MAY BE ISSUED ��G OL F Ph.949.201.1333
ENGINEERING candeWengineering.com MISSION TRAIL WIDENING
w N0.20627 PARCEL 1 OF PM 37393 7
/� m ' BENCH MARK, STREET LIGHT IMPROVEMENT PLANS OF
G/ //1 �I� �',ytJT�y' 6/122/19 co ExP.03/31/20Y RIVERSIDE BENCHMARK NO.BM E-3-70,ELEV.1279.829.BRASS DISC IN SHEETS
/lV'/�1�p��WV `� E l - // CONCRETE POST 72'NORTH OF T INTERSECTION OF CORYDON STREET AND
REMON HABIB RCE 83156 DATE BRIAN R OVERLEY DATE * FL OPT�* MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL FILE No.
ECTRI <J BASIS OF BEARING-OLD CENTERLINE OF MALAGA ROM),WHICH BEARS
ACTING CITY ENGINEER REE E20627 q)<r iF N79.3615V AS SHOWN ON TRACT 31920-1 FILED IN BOOK 394 AT PAGES
CAI- 41 THROUGH 51,INCLUSIVE OF MAPS OFFICE OF THE COUNTY RECORDER IN /
THE COUNTY OF RIVERSIDE
i