HomeMy WebLinkAboutTR30492-2 & 30493-3 Street & Storm Drain Improvement Plans pg.1 so�gz.
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GENERAL NOTES ® ® R
1. NOTE CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDUTILITY
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PIPES OR STRUCTURES SHOWN 1N THESE PLANS WERE OBTAINED 8Y A SEARCHH OF OF AVAILABLE CIT �
RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT
CONSTITUTE REPRESENTATION AS THE ACCURACY OR COMPLETENESS OF THE LOCATION, TRACT N o . 3 O 4 J 2 - � & 30492
74
NOR THE EXISTENCE NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR
STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR 1S REQUIRED TO TAKE
ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR ME ®�
STRUCTURES, WHETHER SHOWN ON THESE PLANS R NOT. ANY UTILITY DAMAGED DURING CANYON HILLS PLANNING - AREA 14 B
THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTORCANYON
AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 5 HILLS R NEWPORT RIDQ
2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD STREET & STORM DRAIN IMPROVEMENT. PLANS RN L80A 0 2,5
SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION),AND STANDARD DRAWINGS OF THE QYN•COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH
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I THESE STANDARDS AND CODES AT ALL TIMES. � \\ o
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3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR COTTONWOOD
FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT
(909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY � BLINDY CYN. CYN. RD
THROUGH FRIDAY,
4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS 0962 ROPp �Oj 1 CLINTON KEITH RD
TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY ---�� PM f '
THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE 1�LS
f WORK STOPPAGE. �
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5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE
NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY r r ,:7 ,
€ COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. 9
THE a \ �„f
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) 5 $ + I
HOURS PRIOR TO BEGINNING WORK. 4
30 92_1j
6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE i 2 3 �' LAF1 r j0 \ \ THOMAS BROS.MAP PG.28,GRID D4.
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR 208 209 210 1 P ' r s ;r '
SHALL S RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION i `.I�I�I ��
AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CITY OF LAKE V
BEGINNING
OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE EZ5- ��' �_ _ + + \
BEGINNING OF CONSTRUCTION. NOT TO SCALE
8, ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE J4
STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, s
GAS AND DRAINAGE FACILITIES. �+�' 3�4 2r' 96 $5 + \ o\ ENGINEER'S NOTICE
0 r}r�jS 99 98 97 + s. i3 \O
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER s 92 14 �\
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES '�1 + RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
SHOWN ARE FOR BONDING PURPOSES ONLY. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE
r89 90 15 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND r 75+ �� s \ HARMLESS FROM ANY AND ALIABILITY, R OR
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 2 r'° r + + x ALL REAL ALLEGED, IN CONNECTION WITH
NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL ; �, S t : S r.yn $7 a r lb� THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING
BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER.
03
2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON
if. ALL EXISTING MONUMENTADON DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL s:`�1�j u f r ''''s a. y "z ' +. \ PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.
BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIESv.,. , >1+ r - by \ THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS
'ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE o- 7 +,,+r 86`` r ! 26 i ' '�24 ' F'
ACCEPTANCE IS GRANTED. i� ANY DAMAGES R U ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR
04 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR
,:i. , ,2b,;' r
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL-CONSTRUCTION WORK DONE , „d 3 18 STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE
CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, r+'�'r 1;s st� r + 22 '' 1 '.1 THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT.THE SITE. IT
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� REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE t ,� ` + ��. 21, '` ` 1'4 " '�: I 1� >,�� 1$ c cR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS F
I PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH ,r9 EF UTILITIES OR STRUCTURES B 0 ALL
1 9 { ..^ t k \ S UC URES CONCERNED BEFORE STARTING WORK.
AN APPROVED SET OF IMPROVEMENT PLANS.€ + r g r 35 0 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FCrT, OR
t NOTE: '68 '� L }'-' 4, ' \�� \ LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES
! MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN 10% 16
1 TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER
OF THESE PLANS.
1
.. " '`' ' ��x „+ H ,:;; „si; "E W/ r 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.
CONSTRUCTION NOTES and QUANTITY ESTIMATE F,t � a,. ., 3$ 36s,,. 4y 41 �,. a
o r r , 1 1 ' 8�1 ':. s�7 u , d,tF l CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES Pr OR TO
N0. DESCRIPTION QUANTITY UNIT + s I t + z ,_, b r I j `.ry ,O\ BIDDING FOR'CONSTRUCTION.
STREET IMPROVEMENT w '
1 CONSTRUCT 6"CURB AND GUTTER TYPE A-B COUNTY OF RIVERSIDE STD. N0. 200 7,230 LF � h
2 CONSTRUCT CROSS GUTTER PER I ' rEt ,.r„t i ,,;t.. ,.": 'P- ' .<. . .•. :: ,;;>,. ,.,,,., PRIVATE ENGINEER RtI CO TR E COUNTY OF RIVERSIDE STD. N0. 209 AND 209A 2,577 SF ,r,5 "..:. r u ;+ ' r �„ - ..,r ; ; yj ..,,+ ,. '', «� � �u
THE EXISTENCE AND LOCATION OFUNDERGROUNDUTILITY
3 CONSTRUCT A ,• ,:,< n +„I ., .,, ;., S,� r,, ,. ,, +..,,. + .r.,,: „, „n.,, � ,,;< s+d �. L 0 0 PIPE, CONDUITS OR
C 4 A.C. OVER 7 A.B. PER SOILS ENGINEER RECOMMENDATIONS 143380 SF ,•,�.:, + ::, t i:,:;> : ,. ..rG:.. +; "
162 :+,. z � '''�'"^ � - -, t'�t� STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE
4 CONSTRUCT CURB ,,,,;, .,-:�5 .,..: .,�, ,. .. .:,. ,... ,,:. ..,, : .r ,..+. .... ,... .. ....,x x - -.;, 3 �.RAMP CASE A PER COUNTY OF RIVERSIDE ..,:..,., ..... ._A..,, �.,,.: -,.,:. >, .� _:,.. �.,...... ,. ;:. ., ,,.; ,.,, -,_.,,, ,+..A.,. .,. ..: �....,....,. -.., r :-...� AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, TH S D STD. N0. 403 10 EA ,., s:n�. lj$ ,-, 62,. ,;.61 ,8 59,. ;,, 58 57 �::56- 5 ..:,,. �-., ,.,, <;. t , ., r ,+; ,,:, ,t, r ,„�'^ 8E 0 ERE ARE NO:EXISTING
r. „`fig ,r r53 52..„. t .,5b 48 A13 a 6 1 } n a Alt ..L.,... �.,,.rUTILITIES X PT A
5 CONSTRUCTs,:, ; ' ' •. ;:;, - - ': " x- - �, 4 srs: r EXCEPT S SHOWN ON THESE PLANS: THE CONTRACTOR IS REQUlREDTO
SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401 35 360 SF
(LOCATION A TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON
(L AND WIDTH PER PLANS) _ THESE DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY'iND
r ✓,.
-.-.• .; ,,F ri, RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H.AS REQUIRED BY THE FIRE DEPARTMENT 13 EA '
. - ' • r + r+r l" SHOWN ON THESE DRAWINGS.
7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. N0. 207 94 EA ""-•-
8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 19 EA _ HEMLOCK ST. CITY LIA417
9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO, 816 6 EA BENCH MARK
10 CONSTRUCT GUTTER DEPRESSION, CASE C , PER RIVERSIDE STD. NO. 311 1 EA ELEYATI' 400.873
I 11 CONSTRUCT MODIFIED CURB OUTLET(VERTICAL CURB OPENING=31 PER COUNTY OF RIVERSIDE STD.NO.308 1 EA INDEX MAP -m2?- DATE: 1970RIVERSIDE COUNTY DESIGNATION: E-14-70 + +
SCALE: t"=too' DESCRIPTION:2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE
INTERSECTION OF RAILROAD CANYON ROAD ANO STATE HIGHWAY 71; 122.0 FEET
NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF,POWER POLE
STORM DRAIN IMPROVEMENT i 1853732E,.T.D FEET NORTHEAST OF A MARKER POST,A BRASS DISK'SET IN ,.A
30 CONSTRUCT 48" CIP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 506 LF R/W CL R/W SOILS ENGINEER THE TOP OF CONCRETE POST E-14-70.
31 CONSTRUCT 30" RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 966 LF 30, 30' R/W 5' 5' PACIFIC SOILS ENGINEERING, INC.
32 CONSTRUCT 24"RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 111 LF f0' - 20' 20' 7715 CONVOY COURT
f0' 2% SAN DIEGO, CALIFORNIA 92111 QASIS DOE upRING: '
la 33 CONSTRUCT MANHOLE NO. 2 PER RCFC& WCD STD. DWG. NO. MH252 4 EA ""'-- TELEPHONE: 858 560-1713 i. i 5' 5' v 5' S i ( ) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6,
12 34 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. CB100 1 EA ?/ o 2"•� GRID BEARING'BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATIQN
o SIDEWALK IS ADJACENT TO
35 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA 23- 1 _].7� LEVEL LINE L77 I a2% R/W WHEN IN FRONT OF LOT "METZ". I.E. N06'21'37"E THE COMBINED SCALE FACTOR AT CP 2015
(; z` �, OWNS DEVELOPER IS 0.99989774 AS SHOWN ON TRACT MAP 29566. M.B. 299/1-5.
! 36 CONSTRUCT 48" RISER PER DETAIL ON SHEET 9 1 EA GRID = GROUND x COMBINED SCALE FACTOR
I o; R/W PARDEE CONSTRUCTION COMPANY
37 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD M803 1 EA ` J 8' 4' 10880 WILSHIRE BLVD., SUITE 1900 '
SEE DETAIL A SEE DETAIL A LOS ANGELES,'CALIFORNIA 90024
1. 38 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA I 2 TELEPHONE (3CA 475-A90
3525 INDEX
*QUANTITIES SHOWN ARE FOR BONDING PURPOSES. CANOPY LANE, WHISPERING WILLOW DRIVE, SHEET 1 TITLE SHEET WITH VICINITY MAP
COTTAGE GLEN DRIVE, WINDEMERE DRIVE & SIDEWALK IS ADJACENT TO SHEET 2 THRU 6 STREET PLANS
CURB WHEN ALONG SIDE OF LOT
IRONBARK COURT SHEET 7 THRU 9 STORM DRAIN PLAN
60' R.O.W. - THRU LOCAL STREET DETAIL A
NTS NTS
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WDID 1633IC300693
�p �IDp @M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:35� ' CERTIFICATION: QR°MESH°"q� = CITY OF LAKE ELSINORE �
2 SHEET:
3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT N�Oy 2NO. 30492-2 & 30492-3
APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY N242 CIVIL ENGINEERING
(� D. LAND PLANNING 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED LAND SURVEYING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9
d d 5 * enew 3-31-2007 * 1181 CALIFORNIAAVE. •STE.102•CORONA,CALIFORNIA92881
8 ON 0�����NO.2s603 9-I r-D T fDATE � \P (909)280-4144 FAX(909)2804150 ®T�, SHEET FILE NO.
l o TWO DReRKING YOU DIG 7 9TF OFI CALIF°�� RCE 29242 _/o-o)
a JOESE H ARTGE LICENSE NO. DATE W.O. FOR:
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