HomeMy WebLinkAbout05-121GENERAL NOTES:
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE 08ATlNED 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
I (THIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES
FOR THE PROTECTIONON OF ALL UTILITIES PIPES OR STRUCTURES, UC URES WHETHER SHOWN ON THESE PLAN, OR NOT. ANY
IUTILITY DAMAGED DURINGNG THE PERFORMANCE OF THEE WORK HAS LL BE REPAIRED 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
I ITH 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 F.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 CONSTRUCTIOP,.
6. IT SHALL BE THE RESPONSIBITLI"i Y OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF
ANY UTILITIES. CONTRACTOR SHALT_ 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.
13. ALL UNDERGROU 4D 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 PURPOSE -S 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 l:
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 1
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 SHOW N 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.
P1,RCEL 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
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
TOLL FREE 1- 800 - 227 -2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
BASIS OF BEARING
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 CORS STATIONS
SBCC" AND "MLFP -, BOTH AS PUBLISHED ON NGS DATA SHEETS,
BEING N38'4947"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 #75275; 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.
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LEGEND OF ABBREVIATIONS & SYMBOLS
T.C. TOP OF CURB
F.L. FLOWLI N E 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:
SEE SiileET I -1r
loo EXIST. CONTOUR
100-, PROP. CONTOUR
PROPERTY LINE
Z- - DAYLIGHT LINE
2_ SHEET FLOW RATE
GRADED SWALE
CENTERLINE
DWY.`
SWALE HIGH POINT
N.T.S.
FLOWLINE
P.U.E.
SUBDRAIN
DEPTH OF REQ'D OVER EXCAVATION
AREA DRAIN
o%
MARK I DESCRIPTION I BY I APPR. I DATE I
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 WALL ELEV.
T. F. TOP OF FOOTING ELtV.
C.F. DEEPEN FOOTING
L. LENGTH
DWY.` DRIVEWAY
N.T.S. NOT TO SCALE
P.U.E. PUBLIC UTILITY EASEMENT
DEPTH OF REQ'D OVER EXCAVATION
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4'
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ESTIMATE OF QUANTITIES
N0. DESCRIPTION QTY. UNITS
80 INST. 18 R.C.P. (SEE PROFILE FOR D- LOAD)__ 895 - - -- ------ L---- - - - - --
j ------------------------------------------ --------------------------------------------- - - - - -- -
13 24 LF
81 INST. 24„ - R_C.P. __(SEE PROFILE _ FOR__ D - LOAD) ------------ ---------------------------------------------------------------------------------------------------------------
82 _ _INST._- 30- - -R. C.P.__(SEE_ PROFILE_ FOR_ -D- LOAD)---------------------------------------------------------------------------- - - - - -- ---- - - - - -- 682 - - -- ------ L---- - - - - --
533 LF
83 INST. 36" R.C.P. SEE PROFILE FOR D -LOAD
LF410ADLOEPROFILEFORD ----------- - - - - -- -------------- - - - - -- --------------- - -- 4 INST. R.C.P. SE8
I i
a 28
f _-----------
EA ---- W.C.D. TD G. N0. CBRC.F.C. & W. - ____ -- _ ONST. C.B. NO. 1 PER _______
PER R. C. F C. & W. C. D. STD. DWG. N0. MH 251 EA
92 CONST. M.H. N0. 1--------------------------------------- 15 - - -- ------------------
93 CONS T.- M.H. N0. 2 PER R. C. F.C. & W.C.D. STD. DWG. NO. MH 252 1 ------ EA--------
94 CONST. -- J.S. N0. 2 PER -- R. C. F.-C. -- & ----- W. -- -- -- - - C.D. STD. DWG. NO. JS _227_______ J.S. ---- - ----------------------------------------- - - -- - ------------------------------------- - - - - -- -------------- 2 - - - - -- -------- EA - - - - - --
9 7 CONST. T.S. N0. 3 PER R. C. F. C. & W.C.D. STD. DWG. N0. TS 303
99 ONST.__ CONCRETE COLLAR PER R. C. -F. C. & W. C.D. STD. D Ir G. N0. M 803 1 1 EA
100---REMOVE--PLUG--AND--JOIN--EXISTING 5__ -_ --____E_____---
101 - CONST. - - HEADWALL PER DETAIL SHEET 2 EA - - --
102 CONST. _ RIP- RAP_ -PER _- DETAIL_ -SHEET - 2--------------------------------------------------------------------------------------- - - - - -- ------ - - - - -- 31 ----------- - ----- - --
103 CONST. LOW FLOW DIVERSION CONNECTION PER DETAIL SHEET 2 __ _ _ 4 EA
1!- Q INST. -- LOW FLOW PIPE, -- -12 8- Y ADS 0- R APPROVED EQUIVALENT 826 L.F.
105 IN57. 18" N -12 PIPE BY ADS OR APPROVED EQUIVALENT ______ -__ 115__ _ ______ ___ __ ___ ___
106 INST. WATER QUALITY RISER PER DETAIL SHEET 2 1 EA
NOTES.
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 SHOO' N HERE IN.
PALOMAR CHANNEL & CORYDON CHANNEL TO BE BUILT PRIOR TO OR
CONCURRENTLY WITH THE STORhI DRAIN SYSTEM SHOWN HEREIN,
PER R. C. F. C. & W.C.D. IMPROVEMENT PLANS.
I
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TOP OF SLOPE
TOE OF SLOPE
TF
RETAINING WALL
p., F IRE HYDRANT
0-0 STREET LIGHT
SOUND OR SCREEN WALL
p
o'
DEEPENED FOOTING
0 MATER METER
Q
4
CATCH BASIN LOCAL DEPRESSION
DEPTH OF REQ'D OVER EXCAVATION
If
CUT /FILL LINE
SEAL'ECINEL PREPARED BY:
Q¢pF E S S 10 - .Gd- C,110104-
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LAMpDROAcl ATRICK L PAG DUAN R.C.E. 56820 EXP. 6/30/05 DATE
NO. 56820 0 r'
o Exp. 6/30/05 = THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR
civic
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CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED.
F CA L % F
af-1/2 r7lo
KEN SEUMALO CITY ENGINEER RCE # 56915 DATE
PREPARED BY:
HUNSAKER & ASSOCIATES
I R V I N E , I N C
PLANNING ® ENGINEERING SURVEYING
Three Hughes Irvine, CA 92618 PH: (949) 513.1010 • Fk (949) 583.0759
SCALE: 1 " =40' PREPARED FOR: KB HOME COASTAL INC.
12235 EL CAMINO REAL W.O.
DATE: MAR. 200^
SAN DIEGO, CA 92130
858) 259 -6000
SEC. 28 & 29 T.5S.,R.4W
PAGE 836, F -7, 1999 THOMAS BROS. MAP
VICINITY MAP
N.T.S.
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SHT. NO. DESCRIPTION I s
1 TITLE SHEET
2 DETAILS
3 LINE "A" STA. 1+24.05 TO STA. 8 +30.00, LINES "N" AND "0"
3
4 LINE "A' STA. 8 +30.00 TO STA. 13 +04.78, LINE "A -1"
5 LINE "B" STA. 1+28.89 TO STA. 4 +67.29, LINE "Ff' v I
6 LINE "F", LINE "r'
7 LINE "D", LINE "C" a
8 LINE "J ", LINE "K", LINE "L ", LINE "M" K I
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PAGE 836, F -7, 1999 THOMAS BROS. MAP
VICINITY MAP
N.T.S.
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3 LINE "A" STA. 1+24.05 TO STA. 8 +30.00, LINES "N" AND "0"
3
4 LINE "A' STA. 8 +30.00 TO STA. 13 +04.78, LINE "A -1"
5 LINE "B" STA. 1+28.89 TO STA. 4 +67.29, LINE "Ff' v I
6 LINE "F", LINE "r'
7 LINE "D", LINE "C" a
8 LINE "J ", LINE "K", LINE "L ", LINE "M" K I
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