HomeMy WebLinkAboutNichols Rd. Phase 2 Stage 1 pg.1 IMPROVEMENT NOTES. TRACT 28214 srREEr /MPRO DEMENT PLAN
STAGE 2
1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 3�� Rod N/CN�tg Ro
PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVA/LABLERECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES C.F.D. NICHOLS ROAD PHASE 2 d
NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF
THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, UNTAIN Sr. Qv� o0
PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PRO✓ECT. THE CONTRACTOR IS REQUIRED SrAGE 1srACE I
TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTIL/TIES, was s
PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY
DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED c/rr OF L AXE EL S/NOPE, CALIFORNIA �
TO THE SATISFACTIONOF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. IFS oe-•
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2. ALL WORK SHALL CONFORM TO CITY CODES; STANDARD SPEC/F/CAT/ONS FOR PUBLIC of RryERSIDE
WORKS (LATEST EDITION), AND STANDARD DRAWINGS OF THE COUNTY OF RIVERS/DE. IT/S SOILS ENGINEER.• ENGINEER: OWNER /DEVELOPER.' INDEX SHEET NO. o�
THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES € VICINITY M.4P
AT ALL TIMES PETRA GEOTECHN/CAL, INC. KWC ENG/NEERS CASTLE& COOKE ALBERHILL RANCH TITLE SHEET 1 ¢
38655 SKY CANYON DRIVE, SUITE A 1880 COMPTON AVENUE, SUITE�f00 17600 COLLIER AVENUE, SUITE C-120 Nor TO SCALE
3 THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS INDEX MAP & DETAILS 2
MURR/ETA, 64 92563 CORONA, CA. 92881-3370 LAKE ELS/NORE, CA 92530
PR/OR TO BEGINNING OF ANY WORK. CALL FOR INSPECT/ON AT(951) 674-3124 (951 600-9271 (951)) 734-2130 )) _ NICHOLS ROAD 30*00.00 TO 39t00.00 3
EXT. 247 BETWEEN THE HOURS OF 9.00 A.M. AND 4:00 P.M. MONDAY THROUGH FR/DAY. CON�ACT GRAYSON WALKER, G.E. CONTCT.• MIKE C. TING, P.E. C901VTACT.STOM TOML/NSON, P.E. NICHOLS ROAD 39*00.00 TO 48*00.00 4
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL /N ACCORDANCE WITH CAL TRANS TRAFFIC NICHOLS ROAD 56*0700 TO 65*5057*07 00 5
MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCT/ON AS APPROVED BY NICHOLS ROAD 56t07.00 TO 75*92.86 6 LEGEND & SYMBOLS
CITY ENG/NEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REWIRE IMMEDIATE NICHOLS ROAD 75*92 86 TO 80*00 00 7
NICHOLS ROAD 75t92.86 TO 80t00.00 8 (1009.01) EX/SANG ELEVATION
WORK STOPPAGE. TEMPORARY NICHOLS ROAD 80*00.00 TO 88*50.00 9
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE TEMPORARY NICHOLS ROAD 88*50.00 TO 94t00.00 10 18 LOT NUMBERS
AT THE JOB SITE AT ALL T/MES DURING CONSTRUCT/ON. CONSTRUCTION NOTES AND QUANTITY ESTIMATE 07y STREET LIGHT PLAN 11 SIDEWALK
6. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY SIGNING & STRIPING PLAN 12-15 )a-- STREET LIGHT
RELOCATION OF ANY UTILITIES THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES f coNsrRucr s"q.c. OVER 20"A.B. 03,45 sF INTERIM TRAFFIC SIGNAL /NSTALLAT/ON PLAN 16 RRE HYDRANT
INVOLVED AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO
CONTACT UNDERGROUND SERVICE ALERT(USA.)AT 1-800-227-2600 AND OBTAIN A TICKET >A CONSTRUCT 3"A.C. OVER 8"AB. 61,625 SF. WATER METER
NUMBER AT LEAST 48 HOURS PR/OR TO BEGINNING WORK.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK O CONSTRUCT CONCRETE CURB& GUTTER TYPE A-8 PER COUNTY OF RATERS/DE STANDARD NO. 201. 5,508 L.F. -----0-- WA MR VACtE
AREA, AND RELOCATON AND COST OF ALL EXISTING UT/L/TIES THE OWNER MUST INFORM O CONSTRUCT P.C.C. MEANDER/NG SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 404. SIDEWALK 0 SEWER MANHOLE
CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PR/OR TO THE BEGINNING OF 3A W/OTH MOD/F/ED TO 6' 31,157 SF CATCH BASIN
CONSTRUCT/ON. OSO CONSTRUCT CURB RAMP TYPE//PER CITY OF LAKE ELSINORE STNDARD NO. 2148 4 EA. PULL BOX
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PR/OR TO PAVING THE
STREET SECT/ON INCLUDING BUT NOT LIMITED TO, SEWER, WATER, TELEPHONE, ELECTRICITY 6 CONSTRUCT 10'CROSS GUTTER PER COUNTY OF RIVERS/DE STANDARD NO.S 209&209A. 1,138 SF i B[Ow-OFF
, ,
GAS AND DRAINAGE FACILITIES. 74 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERS/DE STANDARD NO. 207. 1 EA. a A/R VAC/AIR RELEASE
9. ALL STREET SECTIONS ARE TENTATIVE. ADD177ONAL SOIL TESTS WILL BE TAKEN AFTER CONSTRUCT COMB/NATION INLET CATCH BASIN NO. I AND LOCAL DEPRESSION PER COUNTY OF RNERS/DE
ROUGH GRADING FOR THE GEOTECHNICAL ENGINEER TO DETERMINE THE EXACT SECT/ON 8A STNDARD NO'S. 301 &•3f2. LOCATE LOCAL DEPRESS/ON AT BCR/ECR JOINT WHERE APPLICABLE. 2 EA. O DAYL/GHT L/NE OR CUT/FILL L/NE
REOU/RED. SECT/ON THICKNESSES SHOWN ARE FOR BONDING PURPOSES' ONL Y. -NEW A 0../A.B. SEOrION
9 ,
10. ALL EXISTING UNDERGROUND UTILITIES/ES AND STRUCTURES AFFECTED BY THE WORK MUST BE IRSMOVE EX/SRNG PAVEMENT. 36191 SF.
POTHOLED AND ELEVATIONS VERIFIED PR/OR TO CONSTRUCTION. THE ENGINEER OF RECORD -Co[D PANE&ovERtAY
J0 CONSTRUCT CURB OUTLET PER COUNTY OF RIVERSIDE STNDARD NO. .308. 4 EA
SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE MODIRED PER DETAIL ON SHEET 2
REVISIONS SHALL BE IN THE FORM OF �45-BUILT"PLANS SUBMITTED TO THE C17Y ENGINEER -REMOVE EXIST AC AAPEMENT
CONSTRUCT CURB INLET FIRST FLUSH CATCH BASIN PER RIVERS/DE COUNTY
FOR APPROVAL PR/OR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE C/TY ENG/NEER. f3 4 EA.
STANDARD 300&3004. PROVIDE FLOWG4R0 FILTER INSERT,- 017Y MAINTAINED. XXX.XX
11. ALL EXISTING MONUMENTAT/ON DISTURBED OR DESTROYED DURING CONSTRUCT/ON SHALL CONSTRUCT 12"HOPE CONNECTOR PIPE TYPE "S"MINIMUM THICKNESS AND STIFFNESS PER = TOP OF CURB ELEVATION
BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE 14 CALTRMNS SPECS SECTION 64-1.03, CITY MMINTA/NED. 6 L.F.
TIES ARE TO BE FURNISHED TO THE C17Y ENGINEER UPON COMPLETION OF THE PROJECT BCR = BEGINNING OF CURB RETURN
BEFORE ACCEPTANCE/S GRANTED. I5 CONSTRUCT 2X4 REDWOOD HEADER FLUSH WITH RN/SH SURFACE OF AC PAVEMENT. 102 L.F. SVC = BEGINNING OF VERTICAL CURIE
12. AN ENCROACHMENT PERMIT SHALL BE REOU/RED FOR ALL CONSTRUCT/ON WORK DONE CB = CATCH BASIN
WITHIN PUBLIC R/GHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE 16 ADJUST EX/STING AN-VAC TO GRADE. 1 EA. CZ = CENTERLINE
CONTRACTOR/DEVELOPER MUST PROVIDE THE C17Y ENG/NEER WITH CERTIFICATE OF
INSURANCE, REOU/RED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT SEE EVC = END OF VERTICAL CURVE
MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL T/ME FRAME OF PROJECT SHEET INSULL 120 VOLT, 200 WATT,•HIGH PRESSURE SODIUM,-22,000 LUMEN STREET LIGHT PER COUNTY 16 EA. ECR = END OF CURB RETURN
CONSTRUCT/ON WITH APPROVED SET OF IMPROVEMENT PLANS. 11 OF RIVERSIDE STD. 1001.
FL = FLOHL/NE �
NOTE. THE ABOVE OUANT/T/ES HAVE BEEN EST/MATED BY THE ENGINEER FOR FS = FINISH SURFACE
SPECIAL NOTES.- PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE H/S OWN QUANT/T/ES. GB = GRADE BREAK
MOC = MIDDLE OF CURVE
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS/B//TY MVC = MIDDLE OF VERT/CAL CURVE
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS OR PROPERTY• THAT THIS REOU/REMENT SHALL N Z Y = NORTHERL Y OLI
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS- THAT THE PROP. = PROPOSED o
CONTRACTOR SHALL DEFEND, /NDEMN/FY, AND HOLD THE C/TY, THE OWNER, AND THE RUE = PUBLIC UTILITY EASEMENT
ENGINEER OF RECORD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PRO✓ECT. RGP = ROUGH GRADING PLANS
CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SHALES FROM RP = RADIAL POINT
UNDERMINING STREET IMPROVEMENTS UPON INSPECT/ON OF THE S/TES, THE CITY R/W = RIGHT OF WAY
ENGINEER MAY REOU/RE ADDITIONAL PROTECTIVE MEASURES FOR FLOWS,
ENTERING OR LEAVING IMPROVEMENTS: TLT/ELTy A/nTCC SFM = SEWER FORCE MAIN a
SHLD = SHOULDER
2. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVES TO S/P = STREET IMPROVEMENT PLANS
FINISH SURFACE. WATER: ELS/NORE VALLEY MUN/C/PAL WATER DISTRICT ELECTRIC- SO. CAL. ED/SON CO. S'LY = SOUTHERLY
31315 CHANEY STREET 26100 MENIFEE ROAD Q
LAKE ELSINORE, CA. 92331 ROMOLAND, CA. 92585 TAN = TANGENT h
(951) 674-3146 (951) 928-8207 TC = TOP OF CURB
BASIS OF BEARINGS: SEWER.- ELSINORE VALLEY MUNICIPAL WATER 0/STRICT (951) 820-5498 p W T./. = TRAFFIC INDEX
THE G7AS/S OF BEARING FOR THIS MAP S THE LINE 9ETWEEN THE NGS MONUMENTS
31315 CHANEY STREET FIRE RIVERSIDE COUNTY F/RE DEPARTMENT DECLARAT/ON OF ENG/NEER OF WORK
ALBER"(P/D DX3793)AND 'WALKER"(P/D DX3782), BEING N52'25321N. LAKE ELSINORE, CA. 92530 4080 LEMON STREET 2ND FLOOR /HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON 91
9v
(951) 674-3146 RIVERSIDE, CA. 92502 THESE PLANS COMPLIES WITH PROFESSION& ENGINEERING STNOARDS AND
(951) 955-4777 PRACTICES. AS THE ENGINEER/N RESPONSIBLE CHARGE OF THE DESIGN OF
GAS.- SOUTHERN CALIFORNIA GAS CO. THESE IMPROVEMENTS /ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN.
1981 W. LUGONIA AVE. FIBER OPTIC: LEVEL 3 COMMUNICATIONS /UNDERSTAND AND ACKOWLEDGE THAT 77C SIGNATURE OF 7HESE PLANS SY o
REDLANDS, CA. 92374 NETWORK RELOCATIONS DEPARTMENT B&H FOR THE 017Y OF LAKE ELSINORE, AND THE REVIEW OF THE PLANS BY THE r
LEGAL DESCRIPTION (909) 335-782B 1025 ELDORADO BL l/D BLOC 33A-522 STANLAARDS.KTH/S APPROVAL SRNOT A DE7ERM/NA7701OFC7HE 7£CHN/04L AOEOUACY
BROOMF/ELD, CO 90021 OR ACCURACY OF THE DESIGN OF THE IMPROVEMENTS, SUCH APPROVAL DOES NOT,
A PORTION OF PARCEL 1, LLA NO. 89-12 AS SHOWN ON THE DOCUMENT PHONE' SBC/PAC/FTC BELL GTE(VER/ZON) (720) 888-5688 THEREFORE, REL/EVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS
RECORDED ✓UL Y 19, 1990 AS INSTRUMENT NO. 266712 OFFICIAL RECORDS OF 1265 N. VAN BUREN 150 S. ✓UAN/TA ST.
THE COUNTY OF RIVERS/DE, STATE OF CALIFORNIA. SUITE 180 HEEET, C4. 92543
ANAHE/M, CA. 92807 (951) 672-6518 a
(714) 666-5423 n ENGINEER OF WORK DATE
BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAW BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: C ELSINORE
w' C a;
ffiW THE IN7ERSEC7m OE COMPLIANCE W/TH THE APPROF207F COND/TONS QROFESS/ CITY OF LA K L L LS I 1 M®R L SHEET
WESNORE DRAT AND DRYDEN Call: TOLL FREE OF DEVELOPMENT AND OR 017Y AND STATE `� C• T C&OW-THE ENGINEER AWRARb1G 1HE5E PUNS WILL NOT BE V
smEET 40 FEET SJUIHEASTFRtY o LAWS, AND A PERM/T 04N BE ISSUED. y���� A�ycF2c ENG/NEERS R�sALL M�SE FOR rO Mi�E ?uUST BE
CNOOMES wD eY TRACT 28214 STREET IMPROVEMENT PLAN �
ALQYG LAKESHORE AND 40 FEET p PREPARER OF 7HESE PIAAS AND 1HE CRY ENGINEER. p
1-800 CML ENGINEERS•PLANNERS•SURVEYORS
Z 1W OOMPION AVENUE,SUITE 100.00RDNk CA 92881-3370.951-131-213 NICHOLS ROAD PHASE 2
N�7HEAS7ER[Y m THE CYLSELED w No.6A263 1�1
3'DUARE IN THE 70P OF CURB %&227-2600 � Exp.6/30/09 DER THE SUf'ERNS/ON OF* OF 16 c^o
AT BCiP. �> •s�/8�a STAGE 1 SHEETS
'�.r.n� * '>!' SCALE 1': 1G10' W
BENCH.At A47 C-95-33 TWO WORKING MYS BEFORE YOU DIG KEN SEUMALO R.C.E. NO. 56915 EXP. 6/30/09 `�-4)�.CAVAI OR��P M/KE C. ING DATE 06126107
ELEV. fT56.A5 AOM(f929 D47UM) DESIGNED BY:KM DRAWN BY: KM CHECKED BY: MCT C17Y ENG/NEER, C17Y OF LAKE ELSINORE OFCA1-�F R.C.E. NO 64263 EXP. DATE D61301D9 �07 TITLE SHEET FILE No.