HomeMy WebLinkAbout05-120-3GENERAL NOTES:
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBATINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY
THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 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 DUE PRECAUTIONARY MEASURES
FOR THE PROTECTIONECTION OF ALL UTILITIES, PIPES OR STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. ANY
UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE
SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE.
2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION),
AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR
WITH THESE STANDARDS AND CODES AT ALL TIMES.
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HRS. PRIOR TO BEGINNING ANY WORK.
CALL FOR INSPECTION AT (714) 674 -3124 EXT. 25 BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY
THROUGH THURSDAY.
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH
MANUAL AT ALL TIMES DURING CONTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE
TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE.
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE
AT ALL TIMES DURING CONSTRUCTION.
6. IT SHALL BE THE RESPONSIBITLITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF
ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HRS. PRIOR TO
BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT
1- 800 - 422 -4133 AT LEAST 48 HRS. PRIOR TO BEGINNING WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF THE PROPOSED WORK AREA, AND RELOCATION
AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION
SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION.
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION,
INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO
DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR 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 ECESSARY REVISIONS TO THE
APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER.
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY
STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO FURNISHED TO THE CITY ENGINEER
UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED.
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC
RIGHTS -OF -WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR /DEVELOPER MUST PROVIDE THE CITY
ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT
PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH
APPROVED SET OF IMPROVEMENT PLANS.
13. IF 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 IMPROVEMANT PLANS.
LEGAL DESCRIPTION
REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE
OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL 9:
THE SOUTHWESTERLY 280 FEET OF LOT 15 IN BLOCK E OF RANCHO LA LAGUNA,
AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN
DIEGO COUNTY, CALIFORNIA.
PARCEL Z
LOT 16 IN BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN
BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA.
PARCEL 3:
THE NORTHWESTERLY 720 FEET OF THE SOUTHWESTERLY 280 FEET OF LOT 17 IN
BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE
296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA;
EXCEPTING THEREFROM THAT PORTION THEREOF LYING WITHIN TRACT NO. 19344 -2
ON FILE IN BOOK 184 PAGES 13 THROUGH 17, INCLUSIVE, OF MAPS, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL 4:
LOT 18 IN BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN
BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA;
EXCEPTING THEREFROM HAT PORTION THEREOF LYING WITHIN TRACT NO'S.
19344 -1 ON FILE IN BOOK 184 PAGES 8 THROUGH 12, INCLUSIVE, 19344 -2 ON
FILE IN BOOK 184 PAGES 13 THROUGH 17, INCLUSIVE, AND 19344 -3 ON FILE IN
BOOK 184 PAGES 18 THROUGH 22, INCLUSIVE ALL OF MAPS, RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA.
PARCEL 5:
LOT A OF TRACT 19344 -2, AS SHOWN BY MAP ON FILE IN BOOK 184 PAGES 13
THnOUGH 17 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL 6:
LOTS 6 THROUGH 16, INCLUSIVE, OF TRACT 19344 -3 AS SHOWN BY MAP ON FILE
IN BOOK 184 PAGES 18 THROUGH 22 OF MAPS, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA.
TOPOGRAPHIC SURVEY SOURCE:
AERIAL PHOTOGRAPHIC METHODS, FLOWN IN APRIL 2003 BY:
R.J. LUNG &ASSOCIATES
2832 WALNUT, SUITE E
TUSTIN, CA 92780 -7002
714) 832 -2077
SOILS ENGINEER:
GEOCON INC.
41571 CORNING PLACE, SUITE 101
MURRIETA, CA 92562
909) 304 -2300
PROJECT NO. 20126 -12 -01
DEVELOPER:
KB HCME COASTAL INC.
12235 EL CAMINO REAL
SAN DIEGO, CA 92130
TELEPHONE (858) 259 -6000
FAX (858) 509 -2029
TOLL FREE 1- 800 - 227 -2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
BENCHMAKi<:
ESTI &IIATE OF QUANTITIES
a _ _
DESCRIPTIONf- - _ - - - a _
A.C. ITH SEALCOAT # 1
1 . 1 CONST 0.25 A
4 g , -`_ `_ z 7 A. B. CL. ll WITH PRll 4ECOAT
ASPHALT EMULSION.
1 12 CONST. 6" TYPE "A -6" CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 200.
1 CONC. SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401. T 4 THICKCONS
yE CONST. CROSS GEl UTTER PER RIVERSIDE COUNTY STD. N0. 209 . 209A.
1 51 CONST. SIDEWALK ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403, CASE A.
6). INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816.
7 CONST. DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. NO. 207 WIDTH PER PLAN).
Fo f\ Ai 8 SAWCUT REMOVE & OVERLAY PER DETAIL ON SHT 2
ILJ COLD PLANE A.C. PAVEMENT
CONST 0. 10' A.C. OVERLAY
91 SAWCUT
0 1 CONST 0.50' A.C. WITH SEALCOAT *
1.00' A.B. CL. 11 WITH PRIMECOAT *
ASPHALT EMULSION.
1 1 ADJUST EXISTING MANHOLE TO FINISH GRADE
12 CONST. LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311
ZL 40 REMOVE (EXISTING CURB & GUTTER)
REMOVE (EXISTING ASPHALT)
REMOVE (EXISTING SIDEWALK)
SUBJECT TO FI,'VHL R VALUE TESTING
1 - -
M
NOTES
DESIGNATION: EL -3 -80 EL. 1265.21 DATE: 8 -26 -80
1 1/2" ALUMINUM CAP IN 6" CONCRETE COLLAR
FROM THE INTERSECTION OF CORYDON STREET & MISSION TR. SW 0.5 MI.
ALONG CORYDON ST. TO PP #75275; 81'f W'LY OF PP #75257, 54'f W'LY
OF C/L OF CORYDON ST., 25'f W LY OF PROPERTY FENCE INTERSECTION,
2'±S OF A 5— STRAND BARB —WIRE FENCE; 1'±S OF SURVEY MARKER POST.
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM, ZONE 6, NORTH
AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN NGS CORS
STATIONS "SBCC" AND "MLFP ", BOTH AS PUBLISHED ON NGS DATA SHEETS, BEING
N38"49'47 "W (1995.35 EPOCH).
SEAL - COUNTY.
Al
0
NO. 33950
EXP. 6/30/05 M
IVIL
CAL\ _
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY.'
KHALVJ A. 0
RECOM, MENDED -BY
cwe — Z/ o
R.C.E. 33950 / DATE
0.
oopr oe !Arg; /zzor
1 ATE
SCALE. 1"=2000
LEGEND OF ABBREVIATIONS &SYMBOLS
T.C. TOP OF CURB
F.L. FLOWLINE ELEV.
T.G. TOP OF GRATE
G.B. GRADE BREAK
F.G. FINISH GRADE
R.G. ROUGH GRADE
F.S. FINISH SURFACE
INV. INVERT OF DRAIN
P. PAD ELEVATION
F.F. FINISH FLOOR ELEV.
G.F.F. GARAGE FINISH FLOOR
REVISIONS: ('
MARK
100 EXIST. CONTOUR
l00___ PROP. CONTOUR
PROPERTY LINE
DAYLIGHT LINE
2% SHEET FLOW RATE
GRADED SWALE
D.F.
CENTERLINE
L. LENGTH
DWY.
SWALE HIGH POINT
N.T.S.
FLOWLI N E
P.U.E.
SUBDRAIN
AREA DRAIN
ADDED SHEET 19, AND 20. ADDED CROSS GUTTER,
CURB RAMPS, UPDATED QUANTITIES & INDEX MAP
ADDED PVC SLEEVES, REVISED ST. NAMES,
RELOCATED ST. LIGHTS, AND ADDITIONAL RCTD H &A
APPROVAL
DESCRIPTION m.
B.V.C. BEGIN VERTICAL CURVE
E.V.C. END VERTICAL CURVE
P.I. POINT OF INTERSECTION
E.P. EDGE OF PAVEMENT
T.W. TOP OF "/ALL ELEV.
T.F. TOP OF FOOTING ELEV.
D.F. DEEPENED FOOTING
L. LENGTH
DWY. DRIVEWAY
N.T.S. NOT TO SCALE
P.U.E. PUBLIC UTILITY EASEMENT
ENGINE
Q FESS1ON
PRp
A. Mq,
o -
9
4v
4a y "
00,
c No. 59089 m10
6 j Exp. 05/30/07
R. DATE J
CIVIL
0FCA\\
46
TOP OF SLOPE
TOE OF SLOPE
PALOMAR STREET
RETAINING WALL
H FIRE HYDRANT
C-- STREET LIGHT
SOUND OR SCREEN WALL
OLD COACH ROAD
DEEPENED FOOTING
PROFILE
WATER METER
PLAN
CATCH BASIN & LOCAL DEPRESSION
PROFILE
UNION STREET
DEPTH OF REQ'D OVER EXCAVATION
CUT/FILL LINE
R.C.T. D
31,677
1,677
1,677
1091
8260
1722
4
2
0
2,914
6,626
6,626
0
1,256
1,256
1,256
0
1
0
2,969
385
2
C1TY OF
LAKE EL -31NOR
QTY.i
344,272
344,272
344,272
20,933
111,866
8,515
30
22
26,352
1,449
0
0
40
100,515
100,515
100,515
5
28
182
2,952
480
32
63
47
40
0
0
0
0
1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL STREET FINISH SURFACE PER
APPROPRIATE PLANS.
2. ALL BLUE DOT PAVEMENT lv!ARKER SHALL BE INSTALLED AT LOCATIONS PER THE WATER PLANS.
MAP DATE I
DATE OF LATEST CHANGE TO THIS MAP
03/02/06 BY: L--J'
DATE OF THIS PLOT
05Z30/06
SEC. 28 & 29 T.5S.,R.4W
PAGE 836, F -7, 1999 THOMAS BROS. MAP
VICINITY MAP
0
S HT. NO.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
t_
19
20
N.T.S.
SHEET INDEX
11101 : ` e7k1
TITLE SHEET
DETAIL SHEET
PALOMAR STREET PLAN PROFILE
PALOMAR STREET PLAN PROFILE
OLD COACH ROAD PLAN
F
OLD COACH ROAD PLAN PROFILE
RACQUET CLUB WAY & ANACAPA PLAN PROFILE
UNION STREET PLAN PROFILE
SAN LUCAS & SAN JOSE PLAN PROFILE
LAKE .,,`',!,
PLAN
S,
ELSINORE
PLAN
w oZ
SANTA CRUZ PLAN
Li
SILVERVOOD DRIVE
Li
LLJ V)
SHERWOOD DRIVE PLAN
Li
PALOMAR STREET
BERRY'JOOD DRIVE
z z
PARKWOOD DRIVE PLAN
o V11Domm
R
Y O
SITEGRANDIjAVENUE
MAP DATE I
DATE OF LATEST CHANGE TO THIS MAP
03/02/06 BY: L--J'
DATE OF THIS PLOT
05Z30/06
SEC. 28 & 29 T.5S.,R.4W
PAGE 836, F -7, 1999 THOMAS BROS. MAP
VICINITY MAP
0
S HT. NO.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
t_
19
20
N.T.S.
SHEET INDEX
11101 : ` e7k1
TITLE SHEET
DETAIL SHEET
PALOMAR STREET PLAN PROFILE
PALOMAR STREET PLAN PROFILE
OLD COACH ROAD PLAN PROFILE
OLD COACH ROAD PLAN PROFILE
RACQUET CLUB WAY & ANACAPA PLAN PROFILE
UNION STREET PLAN PROFILE
SAN LUCAS & SAN JOSE PLAN PROFILE
SAN MIGUEL & SAN NICOLAS PLAN PROFILE
SANTA CRUZ PLAN PROFILE
SANTA CRUZ PLAN PROFILE
SILVERVOOD DRIVE PLAN PROFILE
SHERWOOD DRIVE PLAN PROFILE
BERRY'JOOD DRIVE PLAN PROFILE
PARKWOOD DRIVE PLAN PROFILER
UNITS
SF
SF
SF
LF
LF
SF
EA
EA
EA
LF
SF
SF
LF
SF
SF
SF
EA
EA
LF
SF
SF
LF
EA
EA
LF
SF
LF
EA
EA
D IMS3980, IP NO. ^40090 (R.C.T.D. DIPS. ONLY) - SEE SHTS. 1, 218,18)19120 AND 21.
0
PREPARED BY: PREPARED BY: L' SHEET o
no-
R
HUNSAKER & ASSOCIATES 0 F. _`
r " M
EDP "JARD A. M NDIC R.C.E. 59089 EXP. 6/30/07 DATE ~ I R V I N E , I N C OF W
PLANNING ® ENGINEERING ® SURVEYING 1
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH Three Hugh:.5 Iry ;n`, CA 92618 PH: (9 49) 583 -1010 M (949) 583 -0759 tj
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR -slizETS
CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: KB HOVIAE COASTAL INC.
12235 EL CAMINO REAL W.0. FOR: F.B. FILE NO. cry C) Q / SAN DIEGO, CA 92130
DATE: FEB. 2004 2399 -30846 KB HOME
KEN SEUMALO CITY ENGINEER RCE 56915 DATE (858) 259 -6000
F:\ 0021\ Engineering \TR - 30846 \Imp_Street \ST— Sht01.dwg