HomeMy WebLinkAboutTR30492, 30492-1 & 4 Street Storm Drain Improvement Plans pg.1 GENERAL NOTES ` .
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
CITY OF LAKE ELSINORE Srt�c,-
PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE r
RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT 74 i c
CONSTITUTE I REPRESENTATION xi TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, TRACT N 0 30492 , 3 0 4 9 2 --( & 3 0 4 9 2 --4
' NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR a o: � O
STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE SiTE
ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR 1 LOC A'nO�4 (w
STRUCTURES, WHETHER SHOWN ON THESE PLANS I R NOT. ANY UTILITY DAMAGED DURING CANYON HILLS PLANNING AREA 1 4 y,
THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR CANYON NEWPORT RD +1
AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 15 HILLS R a
2. ALL WORK SHALL CONFORM TO CIiY OF LAKE ELSINORE CODES, STANDARD STREET & STORM DRAIN IMPROVEMENT PLANS �vik°^° 'S
SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE C",RD.
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COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH Q�
THESE STANDARDS AND CODES AT ALL TIMES. XA � `_ / .d� RD SCOTT RD u
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3. THE CONTRACTOR SHALL N077FY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR NW00D �.
FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT R/W CL R/yy BUNDY C CYN.O'tTO
(909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY 30, - 30'
THROUGH FRIDAY _ M 01�NRD V`
'SHEET 9 2' 10' 20' 20' f0' 12'. CLINTON KEITH RD
4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS _ 5' 5'
TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY L;_ -; ,. o ?'� oo c
THE CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL REQUIRE IMMEDIATE __ / I — LEVEL LINE I
WORK STOPPAGE. PM 29549 ■ I LS � ,, t ?p t l� ?,•� N T
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5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE ,w ' m '■ '~ 'n � +w 1p° '" � ax xw xw xw mr a s " o
NECESSARY RELOCATON OF ANY UIX(TIES, THE CONTRACTOR SHALL NOTIFY ALL UTILITY 'TYPICAL STREET SECTION M
COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE "' O1iR"�'uw; a, O
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERWCE ALERT(USA)AT LEAST(48) ,n n C !y LIVE OAK DRIVE, CANOPY LANE,
HOURS PRIOR TO BEGINNING WORK. « w n ROCK ROSE DRIVE, CLEAR WATER DRIVE
tw +w
w n w n O WHISPERING WILLOW DRIVE THOMAS BIRDS.MAP PO.28,GRID 04.
6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY N HAVE A RESPONSIBLE w « ■ w sx » - «` ■ Pp9 SUGARBUSH LANE f�( MAP
/�
REPRESENTATIVE N THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR ,w 0 \\ `n�B U fl 41'�/110'�P
SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION \ " NTS' \V,f�
AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE C17Y OF LAKE w nx ro ■ Y ffi - ---! n w T w e
ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE « m s ■ os w -- a I a „ \\ NOT TO SCALE
BEGINNING OF CONSTRUCTION.
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S. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAWNG THE
STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITi « ■ ■ s n ■ ) al a y 1e• A
GAS AND DRAINAGE FACILITIES. w ur ■ e Li\ C'4 \ ENGINEER aS NOTICE
9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER " ■ ■ F' ° �.� 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES . w a +■ w ee +« '° I eo n r ■ : 'J RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
"� - `` - --{ _ �\ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
SHOWN ARE FOR BONDING PURPOSES ONLY. * w m o n « ! ■ I a ■ n w w'` « a n APPLY CONTINUOUSLY AND N07 BE UNITED TO NORMAL WORKING HOURS. THE
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND +T - -_- — - �___ -- I CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER
m
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE r SN 2 J w -- _ _ __ _ __ THEM PERFORMANCE OFAWORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISSING
NOTIFIED OF ANY NECESSARY REWSIONS TO THE APPROVED PLANS. THE REWSIONS SHALL FROM THE SOLE NEGLIGENCE OF THE OWNER.OR ENGINEER.
BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL �p I
PRIOR TO THE FINAL ACCEPTANCE OF THE PROTECT BY THE CITY ENGINEER.
R 9 �• I - ; j I �,.. I w_L " ( 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL - PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING IVITH THE IMPROVEMENTS
BE REPLACED 70 CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES —— — ——— HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR
ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR
ACCEPTANCE IS GRANTED. .✓ R/W _ CL R/W STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE
DRIVEWAY FOR LOTS 30-43 TO BE CONSTRUCTED WiTH INDEX MAP � CONSTRUCTED At VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE IMPROVEMENT DRAWINGS FOR SUGARBUSH LANE-P.M. 29549 28' 28' CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE SCALE: 1"=200' 2 10' 18' 18' f0' 2' THE U77LMES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE IT
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL
REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE ? 15' 5' iv :v 5' 5,1 ti
UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH o 0
AN APPROVED SET OF IMPROVEMENT PLANS. 2'•1 + — N + LJ. THE IABLE FOR INEER PREPA I G THE3ETON USES O�TTHESE PIANS.9 is IBLE ACtFOR OR
CHANGES
NOTE. TO THESE PUNS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER
MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN 10% OF THESE PLANS.
CONSTRUCTION NOTES and QUANTITY ESTIMATE TYPICAL STREET SECTION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONVIMG PURPOSES ONLY.
N0. DESCRIPTION gUANTITY UNIT ASHWOOD COURT CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO
NTS BIDDING FOR CONSTRUCTION.
CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES STREET IMPROVEMENT
1)Construction materials and method shall conform to the latest edition of the"Standard Specification i CONSTRUCT 6"CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 9,266 LF PRIVATE ENGINEER'S9�ST '_' ° �`
for Public Works Construction*,the Cityrs Special Provisions and these plans. 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 2D9 AND 209A 3,000 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77UIY PIPE, CONDUITS OR
2)Cost-In-place concrete pipe shall not be used unless it Is shown as an alternate on the drawings 3 CONSTRUCT 4'A.C. OVER T A,B. PER SOILS ENGINEER RECOMMENDATIONS 163,205 SF STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE
approved by the City Engineer. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 17 EA UTILITIES EXCEPT AS SHOWN ON THESE PLANS. IWE CONTRACTOR IS REQUIRED TOY
3)Trenching and backfilltng shall be performed only In the presence of the soils engineer. 5 CONSTRUCT 5'WIDE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 44,072 SF TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE Ui1LfTY LINES SHOWN ON
4)The minimum cover over the pipe shall be 3 feet,measured from top of pipe. I(LOCATION AS SHOWN ON PLANS) THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSiBN.ffY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
6 INSTALL STOP SIGN Rl PER CALTRANS.TRAFFIC MANUAL 9 EA SHOWN ON THESE DRAWINGS.
5)Backfilling of the pipe shall not be done until the concrete has developed 80 percent of its design 7 CONSTRUCT 25' CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. N0. 207 121 EA
strength.No traffic shall be permitted on top of the pipe until the concrete has attained Its design strength. �ru `
8 INSTALL RESIDENDAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 23 EA OYNJ.Lh44u I�a
6)Water densification methods for backfillingg the pipe will not be permitted.Mechanical conpaction will 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 016 8 EA DATE. 1970
be required. An 8-Inch lift of loose back,
'shading'over the pipe will be permitted 24 hours after 10 SAWCUT AND REMOVE EXISTING PAVEMENT AND A.C. BERM - LF RIVERSIDE COUNTY DESIGNATION: E-14-70
Initial placement,provided the forms are still in place at the time of shading. DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE
11 CONSTRUCT MODIFIED CURB OURET(VERTICAL CURB OPENING-31 PER COUNTY OF RIVERSIDE STD.NO.308 1 EA INTERSECTION OF RAILROAD CANYON.ROAD AND STATE HIGHWAY 71, 122.0 FEET
7)Concrete shall be Class 560-C-3250(Minimum).Cement shall be Type II or V as specified by soils tests. 12 INSTALL PAVEMENT MARKINGS AS SHOWN PER CAI-TRANS STD A24D. 1 EA NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE
;/ 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN
8)The consistency of the concrete shall be such as to allow It to be worked into place without THE TOP OF CONCRETE POST E-14-70. .
segregation, The concrete for the cast-in-place concrete pipe shall have a slump of 2"plus or minus 1' STORM DRAIN IMPROVEMENT
9)Fly ash,meeting ASTM C 618,may be used to substitute for cement(up to 15 percent of cement by - 30 CONSTRUCT 48"CIP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 730 LF n• rree�weight).When fly ash is used,water reducing agents meeting ASTM Designation C 494 will permitted BASIS OF Ben1'dNG:
In amounts recommended by the supplier and approved by the City Engineer. 31 CONSTRUCT 36"RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 484 LF
32 CONSTRUCT 24"RCP STORM DRAIN PER RCFC &WCD SPECIFICATIONS 180 LF THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6,
No other admixture shall be used in any close of concrete without written permission from the City Engineer. GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR'AND N.C.S. STATION
33 CONSTRUCT 18'RCP STORM DRAIN PER RCFC &WCD SPECIFICATIONS 450 LF 'METZ". I.E. N0621'37 E THE COMBINED SCALE FACTOR AT CP 2015
34 CONSTRUCT MANHOLE NO, 2 PER RCFC&WCD STD. DWG. NO. MN252 5 EA IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 299/1-5.
10)At the end of oil pours and the end of each working day,the Contractor shall install No,4 dowels,24 GRID - GROUND x COMBINED SCALE FACTOR
inches long,12-inch centers around circumference of cast-in-place pipe. 35 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC&WCD STD. DWG. NO.JS227 1 FA
11)The maximum earth cover shall be 20 Teel from the top of pipe. 36 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD. DWG. NO. MH251 1 EA
37 CONSTRUCT CATCH BASIN NO. 1 PER RCFC It WCD STD. DWG. NO.CB100 11 FA SOILS ENGINEER
12)The inspection for the CIPP smaller than 39'in diameter shall be performed by video comera and 38 CONSTRUCT CONCRETE HEADWALL AND OUTLET STRUCTURE PER DETAIL ON SHEET 4 1 1 EA PACIFIC SOILS ENGINEERING, INC.
care just prior to the final acceptance of the system.
7715 CONVOY COURT -
SAN DIEGO, CALIFORNIA 92111
13)Type V cement shall be used If the sulfate content In the soli is greater than 2,000 ppm. TELEPHONE (858)560-1713
14)Continuous inspection and testing If CIPP placement is required. - INDEX OF SI"IEErS
15)Up to 20 FPS velocity is permittedOWNE DEVELOPER SHEET 1 TITLE SHEET WITH VICINITY MAP
for normal design.2-inch,thickened Invert stroll be specified on PARDEE CONSTRUCTION COMPANY SHEET 2 THRU 8 STREET PLANS
plans for velocities of over 20 FPS.No greater than 30-FPS velocity is permitted In cast-in-place 10880 WILSHIRE BLVD., SUITE 1900
pipes.Invert thickening shall be accomplished by overexeavating the trench 2 Inches in depth and LOS ANGELES, CALIFORNIA 90024 SHEET 9 TNRU 11 STORM GRAIN PLANS
'shlmming up'the pipe machine mandrel 2 inches higher. TELEPHONE (310) 475-3525
D NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:
ALNU1 CERTIFICATION: 9aR 1 - CITY OF LAKE ELSIP40RE g
- s - Hgle �y p p� SHEET: P
2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ��" rC'�� - CIVIL ENGINEERING TRACT N V. 3(� �� , /��`���®`B �8'
3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY' `a� -"NLAND PUANNING
o O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 029242 LAND SURVEYING STREET & STORM [DRAIN OF.
d r _^�� 5 n * enew3-31-2007 * 1181 CALIFORNIA
�AVE.
`•STE.102•CORONA,CALIFORNIA 92e91 IMPROVEMENT PLANS
°l4 ,,//�t�����(�-?- \P (Mg) D f- FAX(9oe)280-4150 TITLE SHEET FILE NO.
6 RA N NF.LI., R.C..NO.16'0b' GATE rq�. CIVI R� � RCE 29242 03-31-07
TWO WORKING DAYS f pF CAUFo 1 11
BEFORE YOU DIG 7 JOESE H HART LICENSE NO. EXP. DATE W.O. FOR: F.B.
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