HomeMy WebLinkAbout05-122GENERAL 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 PROTECTION OF ALL UTILITIES PIP WHETHER SHOWESORSTRUCTURES NON THESE PLAN R OT ANYS0N . A
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 FRIDAY.
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 NECESSARY 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 1.
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 2
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 THAT 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
THROUGH 17 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL &
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 BASIS OF BEARING
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 HOME COASTAL INC.
12235 EL CAMINO REAL
SAN DIEGO, CA 92130
TELEPHONE (858) 259 -6000
FAX (858) 509 -2029
TWO WORKING
1 BEFOREBEFORE
YOU DIG YOU DIG
A PUBLIC SERVICE BY
UNDERGROUND •
FR
Sam#
hs. -_d
n
ARENAMED LINE B -1
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE STATE PLANE
COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983, AS
DETERMINED LOCALLY BY THE LINE BETWEEN NGS COBS STATIONS
SBCC" AND "MLFP" BOTH AS PUBLISHED ON NGS DATA SHEETS,
BEING N38'49'47 "W (1995.35 EPOCH).
BENCHMARK
DESIGNATION: EL -3 -80 EL. 1265.21 DATE: 8 -26 -80
1 112" ALUMINUM CAP IN 6" CONCRETE COLLAR
FROM THE INTERSECTION OF CORYDON STREET & MISSION TR. SW 0.5 MI.
ALONG CORYDON ST. TO PP 175275; 81'± W'LY OF PP #75257, 54'f W'LY
OF CIL 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.
SEAL - COUNTY.•
Q
pF E S S
CTy Fll
N0. 33950 m
EXP. 6/30/06 m
ll``9T c t v i ,
OF CALF
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY.•
KHALED A. OTHMAN R.C.E. 33950 DATE
RECOMMENDED BY WILLDAN DATE
j
NEW LINE F TO PICK UP C. B. 'S
SEE SHEET 4. SEE ADDED SHEET 10
11 FOR BMP C.B. INSERT DETAILS
100 200 400 .// i/I
INDEX MAP
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ESTIMATE OF
NO. E----------------------------------------------- DESCRIPTION
QUANTITIES-----------------------------------------
Q1Y.-- - - - - -- -UNITS '.
80----INST. 18" R.C.P. (SEE PROFILE FOR D -LOAD)
Q
O
1174___ LF
81 INST. 24" R.C.P. (SEE PROFILE FOR D -LOAD
B.V.C. BEGIN VERTICAL CURVE
870 LF
82 INST. 30" R.C.P. (SEE PROFILE FOR D -LOAD)
E.V.C. END VERTICAL CURVE
420 LF
83----INST.--J6"--R.C.P.--(SEE--PROFILE-FOR--D-LOAD)
a
TITLE SHEET
i
1094 LF
84 INST. 42 R.C.P. SEE PROFILE FOR D -LOAD
P.I. POINT OF INTERSECTION RETAINING WALL
473____ - LF______ _
91 CONST. C. F. C. DWG. N0. CB 28 EA
92
C.B. --N0. ---1 --PER --R. - W.-C.D. --STD. - - - ---
CONST._ M.H. NO. 1 PER R. C. F. C. & W.C.D. STD. DWG. NO.
100
MH 251 14 EA
93__ CONST- 2 PER WG. R. C. F.----------C. & C. D. M.----H.
CENTERLINE
H 0 EA
94
STD. --------D ---------N0. W. N0. ------ --
CONST. J.S. NO. 2 PER R. C. F. C. & W.C.D. STD. DWG.
M------252
NO. JS 227 3 EA
95 CONST. J.S. N0. 3 PER R. C. F. C. & W.C.D. STD. DWG. N0. JS 228
LENGTH
EA
9 6 CONST. J.S. N0. 6 PER R. C. F C. & W.C.D. STD. DWG. N0. JS 231 EA ------ _
9 7 CONST. T.S. N0. 3 PER R. C. F.C. &__W. C.D. STD. DWG. N0. TS 303
NOT TO SCALE
1 EA
98 CONST. J.S. N0. 1 PER-R.C.F.-C.- & W.C.D. STD. DWG. N0. JS 226 EA
99 CONST. CONCRETE COLLAR PER R. C.F. C. & W. C.D. STD. DWG. N0. M 803 8 EAEA -
100 PLUG AND JOIN EXISTING 4 EA
101
REMOVE- - - -_
CONST. HEADWALL PER DETAIL SHEET 2 4 EA
102
DETAIL
CONST. RIP -RAP PER--DETAIL- SHEET 2 31 CY
103 CONS_T__ LOW- FLO W-DIVERSION CONNECTION_ PER_ DETAIL_ SHEET_ 2 --- 1 EA____ _ -_
104 8" LOW FLOW PIPE, N -12 BY ADS APPROVED EQUIVALENT 0 L.F.
105
INST._ - - - _-ADSAPPROVED--
INST. 18" N -12 PIPE BY ADS OR APPROVED EQUIVALENT 1 15 - L. .
106 - INST.- WATER QUALITY - RISER -- -DETAILPERDETAIL SHEET 2INST. -- - 1 EA
CONST, PIPE TO CHANNEL CONNECTION PER DETAIL SHEET 6
UINE v ancc I a
1
LEGEND OF ABBREVIATIONS SYMBOLS
Q
O v_
T.C. TOP OF CURB 100 EXIST. CONTOUR B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE
F.L. FLOWLINE ELEV. 100 -- PROP. CONTOUR E.V.C. END VERTICAL CURVE TOE OF SLOPE
T.G. TOP OF GRATE PROPERTY LINE
a
TITLE SHEET
i
G.B. GRADE BREAK DAYLIGHT LINE P.I. POINT OF INTERSECTION RETAINING WALL
F.G. FINISH GRADE SHEET FLOW RATE E.P. EDGE OF PAVEMENT v, FIRE HYDRANT
R.G. ROUGH GRADE
LL=
GRADED SWALE T.W. TOP OF WALL ELEV. cF__o STREET LIGHT
F.S. FINISH SURFACE
u'
CENTERLINE T.F.
D.F.
TOP OF FOOTING ELEV.
DEEPEN FOOTING
SOUND OR SCREEN WALL
DEEPENED FOOTING
I
p0' rio IpINV. INVERT OF DRAIN SWALE HIGH POINT
L LENGTH WATER METER
P. PAD ELEVATION FLOWLINE
DWY. DRIVEWAY CATCH BASIN &LOCAL DEPRESSION
F.F. FINISH FLOOR ELEV. s_/ SUBDRAIN
N.T.S. NOT TO SCALE 3' O.x. DEPTH OF REQ'D OVER EXCAVATION
G.F.F. GARAGE FINISH FLOOR L _ _ AREA DRAIN P.U.E. PUBLIC UTILITY EASEMENT
CUT /FILL LINE
REVISIONS:
OVERALL CHANGES TO PROJECT
MARK I DESCRIPTION I BY I APPR. I DATE
Q OVESStC
LAMA R
ti .0
w NO. 56820 o m
p, Exp. 6/30/05
F CA L F
PREPARED BY:
l Z/ /O t`
PATRICK L . P A AN R.C.E. 56820 EXP. 6/30/05 DATE
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR
CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED.
KEN SEUMALO CITY ENGINEER RCE # 56915 DATE
NOTES: TABLE UPDATED TO REFLECT
NEW QUANTITIES
1. THESE ESTIMATES TO BE VERIFIED BY THE BIDDER. BIDDER IS TO NOTIFY
ENGINEER OF ANY QUANTITY DISCREPANCIES.
2. PALOMAR CHANNEL & CORYDON CHANNEL TO BE BUILT PRIOR TO OR
CONCURRENTLY WITH THE STORM DRAIN SYSTEM SHOWN HERE IN.
PALOMAR CHANNEL & CORYDON CHANNEL TO BE BUILT PRIOR TO OR
CONCURRENTLY WITH THE STORM DRAIN SYSTEM SHOWN HEREIN,
PER R. C. F. C. & W.C.D. IMPROVEMENT PLANS.
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SEC. 28 & 29 T.5S.,R.4W
PAGE 836, F -7, 1999 THOMAS BROS. MAP 0 v
LINE she N"ll a
SHEET 8 VICINITY MAP - o L
N" ciN.T.S. cV L IOa
c.
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0 FLO -GUARD CATCH BASIN INSERTS
ADDED SHEET 11
Q SHEET INDEX UPDATED TO REFLECT
CHANGES NOTED IN INDEX MAP
PREPARED BY:
HUNSAKER & ASSOCIATES
I R V I N E , I N C .
PLANNING ENGINEERING SURVEYING
Three Hughes Irvine, CA 92618 PH: (949) 583.1010 FX: (949) 583.0759
SCALE: 1 " =40' PREPARED FOR: KB HOME COASTAL INC.
12235 EL CAMINO REAL W.O.
DATE: MAR. 2004
SAN DIEGO, CA 92130
858) 259 -6000
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3
4
5
6
7
8
9
10
11
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SHEET INDEX
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DESCRIPTION
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TITLE SHEET
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LINE "A', LINE "N ", AND LINE "0"
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SEC. 28 & 29 T.5S.,R.4W
PAGE 836, F -7, 1999 THOMAS BROS. MAP 0 v
LINE she N"ll a
SHEET 8 VICINITY MAP - o L
N" ciN.T.S. cV L IOa
c.
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0 FLO -GUARD CATCH BASIN INSERTS
ADDED SHEET 11
Q SHEET INDEX UPDATED TO REFLECT
CHANGES NOTED IN INDEX MAP
PREPARED BY:
HUNSAKER & ASSOCIATES
I R V I N E , I N C .
PLANNING ENGINEERING SURVEYING
Three Hughes Irvine, CA 92618 PH: (949) 583.1010 FX: (949) 583.0759
SCALE: 1 " =40' PREPARED FOR: KB HOME COASTAL INC.
12235 EL CAMINO REAL W.O.
DATE: MAR. 2004
SAN DIEGO, CA 92130
858) 259 -6000
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TITLE SHEET
DETAILS, WATER QUALITY BASIN
LINE "A', LINE "N ", AND LINE "0" W
LINE "A -1 ", LINE "F" W
LINE "B -1 "
E" LINE
LINE "D ", LINE "C" O o
LINE "J ", LINE "K", LINE "L ", LINE "M" r7
LINE "B" STA. 1 +00 TO STA. 9 +00 C)
LINE "B" STA. 9 +00 TO STA. 13 +40.43 u'
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