HomeMy WebLinkAboutENG-2016-00019 SIP 17-014-17-037 1 OF 24 COUNTY ROUTELl POSTMILE KILOMETER POST)
TREE /MPRo /EMEvT PL A PROJECT
IMPROVEMENT NOTES: R/V 15 26.�6/26.69 (42.59/42.95)
1 PIPES OR STRUCTURESNOTE TO SSHOWN O/NEHSE PLANS WERE OBTAINED BYNCE AND LOCATION OF ANY A SEARCH OFOUND L/7Y L A/wE STREET ,4 T INTERS TA TE 1,�
AVAILABLERECORDS. APPROVAL OF THESE PLANS BY HE CITY OF LAKE ELSINORE DOES
PRO IEC
NOT CONSTITUTE A REPRESENTATION IT TO THE ACCURACY OR COMPLETENESS OF C/T Y OF L A/�CE ELSINORE. CALIFORNIA SITE
HE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,
PIPE OR STRUCTURES WITHIN HE LIMITS OF THE PROJECT. THE('ONTRACTOR/S REQUIRED
TO TAKE ALL DU PRECAUTIONARY MEASURES FOR THE PROTECT/ON OF ALL UTILITIES,
PIPES OR STRUCTURES, WHETHER SHOWN ON HESE PLANS OR NOT. ANY UTILITY
DAMAGED DURING THE PERFORMANCE OF HE WORK SHALL BE REPA/RED OR REPLACED
TO HE SA775FACT7ON OF HE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. SOILS ENGINEER.•
2 ALL WORK SHALL CONFORM TO CITY CODES, STAMDARD SPECIRCA77ONS FOR PUBLIC PETRA GEOTECHN/CAL, INC. �� y
WORKS (LATEST EDITION), AND STANDARD DRAWINGS OF HE COUNTY OF R/VERS/DE. /T IS 40880 CO61N7Y CENTER DRIVE SUITE R
THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH HESE STANDARDS AND CODES TEMECULA, CA 92591 9 n Rv
AT ALL RUES. , (951) 600-9271
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPEC70R 48 HOURS CONTACT• GRAYSON WALKER, G.E. TR28214 .`.. 15
PR/OR TO BEGINNING OF ANY WORK. CALL FOR INSPECT/ON AT(951) 674-3124
EXL 247 BETWEEN THE HOURS OF R-00 A.M. AND 4:00 P.M. MONDAY THROUGH FR/DAY. ' ENGINEER.' "Mai�NTA1N GE ;u\�`Poyv
CITY of LAKE EzsiNORE KWC ENG/NEERS A� GDP
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL N ACCORDANCE l4 A CALTRANS TRAFFIC I_ CA[TRgNs R --- - �_ ffWC NGINEEN AVENUE, SUITE 100
MANUAL AND WATCH MANUAL AT ALL T/MS DURING CON57RUC770M AS APPROVED BY ��
CITY ENGINEER OR HIS REPRESENTATIVE. FA/LURE TO DO SO SHALL REQUIRE IMMEDIATE' ��-�- CORONA, CA. 92881-3370 �1 s
WORK STOPPAGE. ELSINLN2E �� w�KE, CANrUN ROgQ r CON A 734-2130
CT MIKE TANG, P.E.5. /T SHALL BE HE CONTRACTORS RESPONS/B/L/lY TO HAVE A RESFONS/BLE REPRESENTATNE aTY OF IMF _.- -�' R'
AT THE JOB SITE AT ALL TIMES DURING CONSTRUCT/ON. r r----ALT yo pt' RI RgDE 4
CRANI�' ` ` `-�- � OWNER /DEVELOPER.• �`�
LAKE I
6. /T SHALL BE THE RSPONS/B/L/7Y OF HE CONTRACTOR TO ARRANGE FOR THE NECESS4RY �Q QI�-� ��
mB = �^ Q(1L ril4. �?' ELSINORE-
INVOLVED OF ANY UT/L/T/ES THE CONTRACTOR SHALL NOTIFY ALC UTILITY COMPANIES' j+IOR �-y-_�.--
INVOLVED AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO n--`_'r-� " "m-,."_ FF-�� F 04S7ZE& COOKE ALBERH/LL HOME 5
CONTACT UNDERGROUND SERVICE ALERT(U.S.A.J AT 1-BOO-422-4133 AND OBTAIN A TICKET T BUILDING INC. LOCATION MAP
NUMBER AT LEAST 48 HOURS PR/OR TO BEGINNING WORK. 6455 ALBERH/LL RANCH ROAD v"=zaoo'
7. HE CONTRACTOR SHALL SE RESPONS/BLE FOR THE CLEARING OF HE PROPOSED WORK tiJ LAKE ELSINORE, CA 92530 INDEX. SH£Er NO.
1 (951) 245-0476 TITLE SHEET 1
AREA, AND RELOCATION AND COST OF ALL EXISTING U77L/77S THE OWNER MUST INFORM IN ! CONTACT. TOM TOML/NSON, P.E. TITLE SUC770N NOTES, QUSINT/T/ES, & DETAILS 2
CITY TR LAKE ELSINORE OF CONSTRUC770N SCHEDULE PR/OR 10 i7/E BEGINNING OF _ LAKE ST. STA 27tT TO STA. 33t50 2
CONSTRUCT/OM ---_ I �
L
8. - ------__ALL UNDERGROUND FAC/L/17ES W/H LATERALS SHALL BE/N PLACE PR/OR TO PAVING THE � � NORTHBOUND OFF-RAMP S'TA 363t00 TO STA 373t 15.42 4
-STREET SECT/ON, INCLUDING, BUT NOT LIM17FD TO, SEWER, WATER, TELEPHONE, ELECTRIC17Y, CROSS CROSS SECTIONS 5-8
GAS AND DRAINAGE DRAIN IMPROVEMENTS g
FACILITIES
CONTROL DRAWINGS 10-11
9. ALL STREET SEC7701VS ARE TENTA77VE. ADDITIONAL SOIL TESTS WILL. BE TAKEN AF7FR I I SIGNING & STRIPING PLAN 12
ROUGH GRADING FOR THE GEOTECHN/CAL ENGINEER TO DETERM/NE' HE EXACT SECTION TRAFFIC SIGNAL. PLAN LAKE STREET AT SOUTHBOUND RAMPS 13
REQUIRED. SEC770N THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. _ TRAFFIC SIGNAL PLAN LAKE'STREET AT NORTHBOUND RAMPS >4
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AFFEC7FD BY THE WORK MUST BE EOONS, --� BQLINQ ON-RAMP - - TRAFFIC CONTROL PLAN 15-19
POTHOLED AND ELEVATIONS VERIFIED PR/OR TO CONSTRUCTION THE ENGINEER OF RECORD Ott _ - �SO TH TRAFFIC DETOUR PLAN 20_24
SHALL RE To THE `�� RIP - -
REV/SI NS SHALL/EBE/NATHE FORM OFY;45--BU7N5 PLANS SUBM/7TEDD TO�THE-CITY ENG/NEER /- _CALTRANS R_,W ��` w CAL tA
E tS Rf
FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF HE PRO✓EC'T BY HE 017Y ENGINEER. Gm OF - _ _ �Lf7Y UTILITY NOTES:•LAKE ELS/Np/,E
11, ALL EXIS77NG MONUMENTAT/ON DIS71IRSED OR DESTROYED DURING CONSTRUCTION SHALL I WATER ELS/NGRE VALLEY MUNICIPAL WATER D/STRICT
SE REPLACED TO C17Y STANDARDS AS APPROVED BY HE C17Y ENGINEER. CENTERLINE /" / 31315 CHANEY STREET
T/ES ARE TO BE F7/RN/SHED TO HE C17Y ENGINEER UPON COMPLL770N OF THE PROJECT 1 150, o 150, 300' LAKE ELS/NORE, CA. 92331
BEFORE ACCEPTANCE/S GRANTED. / 1 1 (951) 674-3146
12 AN ENCROACHMENT PERMIT SHALL BE REOU/RED FOR ALL CONSTRUCT/ON WORK DONE 1 N= 150' SEWER- ELSINORE VALLEY MUNICIPAL WATER DISTRICT
WITHIN PUBLIC RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE LAKE ST EX. R/IF INDEX MAP LEGEND. i 1 1 E sAN E STREET
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF \ \ \ _
(951) 674-3146
INSURANCE, REQU/RED BOND OE FOR PUBLIC IMPROVEMENTS TO AZ TIME
THE ENCROACHMENT PERMIT INDICATES STREET IMPROVEMENT GAS- SOUTHERN CALIFORNIA GAS CO.
MUST BE PRESENT APRT THE JOB ST DURING THE TOTAL T/ME FRAME OF PROJECT ® PLAN SHEET NUMBER 1961 W LUGON/A AVE.
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. CAL TRANS NOTES 70 CONTRACTOR.' _ INDICATES SHEET BOUNDARY' R981 W S, CA. 92374
(909) 335-7828
1. /T/S' THE PERM/77EE/CON7RACTORS RESPONSIBILITY TO NOTIFY THE UNDERGROUND SERVICE PAVING NOTES' PHONE. 58CIPACIRO BELL GTE(VERIZON)
_SPECIAL NOTES.• ALERT IN ORDER TO CLEAR ANY POSS/BLE CONFLICTS PR/OR TO CONS7RUCTION. 1265 N. VAN BUREN 150 S ✓UAN/TA ST.
SUITE 180 HEMET, CA. 92543
I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON51SIZ17Y 2• WHERE DAMAGE/S 04USED BY HE CONTRACTORS Off-RATION THE CONTRACTOR SHALL, AT 1. HOT MIX ASPHALT(HMA) SHALL BE TYPE A, WITH 3/4-INCH AGGREGATE ANAHEIM, CA. 92807 (951) 672-6518
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, H/S OWN EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY/N ACCORDANCE WITH GRADATION AND PG 64-28 M ASPHALT BINDER, AND SE CONSTRUCMD /N (714) 666-5423
INCLUDING SAFETY OF ALL PERSONS OR PROPERTY THAT H/S REQU/REMENT SHALL 2010 STATE SPECIRC477ONS AND/OR AS DIRE07FD BY HE SITE REPRESENTATIVE. LIFTS BETWEEN 0.20'AND 0.35'ACCORD/NG TO CALTRANS 2010 REVISED ELECrRIC.• SO. CAL. ED/SON CO.
APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS,• THAT THE STANDARD SPECIFICATIONS SECTION 39 AND STANDARD SPEC/AL PROMS/ON 26100 MEN/FEE ROAD
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND HE J. ALL WORK WITHIN STATESS RIGHT- OF-WAY SHALL SE COMPLETS0 IN ACCORDANCE WITH THE 39-2. ROMOLAND, CA. 92585
ENGINEER OF RECORD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 2010 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS & STANDARD (951) 928-8207
/N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SPECIFICA77ONS, REUSED STANDARD PLANS (RSP) STANDARD SPEC/AL PROVISIONS (SSP)• 2 PR/ME COAT SHALL BE APPLIED TO THE BASE PR/OR TO PLACING THE HOT (951) 820-5498
CARE SHOULD BE TAKEN TO PREVENT GRADED D/TCAS AND SWALf',FROM HIGHWAY OES/GN MANUAL (HOM) POST MAY 2012 ED/170N,• ENCROACHMENT PERMIT MANUAL M/X ASPHALT. PR/ME COAT SHALL CONFORM TO HE LATEST PROVISIONS IN FIRE.• RIVERSIDE COUNTY FIRE DEPARTMENT
UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE 51IFS, HE CITY (EPM)• ENCROACHMENT PERMIT UTILITY PROVISIONS, AND CALIFORNIA MANUAL ON UNIFORM STANDARD SPEC/F/CATIONS SECT/ON 93 AND THE CAL TRANS STAN04RD 4080 LEMON STREET 2ND FLOOR or
ENGINEER MAY REQUIRE ADD117ONAZ PROTECT/VE MEASURES FOR FLOWS, TRAFFIC CONTROL DEVICES (CA MUTCD) 2014 EDIT/ON. SHOULD A CONFLICT AR/SE 8E7WEEN SPEC/AL PROVISION 39-1.03C(3). RIVERS/DE, CA. 92502 0
ENTERING OR LEAVING IMPROVEMENTS: THE CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERM/TTEE, THE (951) 955-4777 w
3 TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT INCLUDING PLANED FIBER OPTIC.• LEVEL 3 COMMON/CATIONS
2. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVE 5 STANDARD PLANS, REVISED STANDARD PLAN STANDARD SPEC/F/CATIONS AND
S TO STATES , STANDARD SURFACES, BE7WEEN LAYERS OF HMA AND VERTICAL SURFACES OF CURBS, NE7WORK RELOCATIONS DEPARTMENT
FINISH SURFACE. SPEC/AL PROVISIONS SHALL GOVERN AS DETERMINED BY THE STATES REPRESENTATVE. GU77ER5 AND CONSTRUCTION JOINTS TACK COAT MUST COMPLY WITH THE 1025 ELDORADO BLVD SLOG 334-522 Z .
SPECIFICATIONS FOR ASPHALTIC EMULSION IN SEC17ON 94, ASPHALT/C BROOMF/ELD, CO 80021
BASIS OF BEARINGS' 4. ALL STRIPING AND CO STRUCTURES SHALL L E RSTORED (/F DISTURBED) TO EMULSION,"OR ASPHALT BINDER /N SECT/ON 92, ASPHALTS." (720) 888-5688 e
PRE-CONSTRUCT/ON CONDITIONS UPON COMPLETION OF CONSTRUCTON "DECLARAT/ON OF ENG/NEER OF WORK" t
THE BASS OF BEARING FOR THIS MAP /S THE LINE BETWEEN THE NGS MONUMENTS 4. RELATIVE COMPACTION OF 95 PERCENT SHALL BE OBTA/RED FOR A
ALBER"(P/D OX3793)AND '1NALKER"(P/D OX3782� BEING N527LS32'1N 5. ALL SURVEY MONUMENTS DESTROYED DURING THE PERMIT CONSTRUCTON SHALL BE REPLACED MIN/MUM DEPTH OF 2.5 FEET BELOW THE FIN/SHED GRADE, FOR THE
ACCORDING TO CURRENT STATE STANDARD PLAN A74. WIDTH OF HE TRAVELED WAY AND 3 FEET ON EACH SIDE ACCORDING TO HEREBY DECLARE THAT THE DESIGN OF THE/MPROI�EMENTs'AS SHOWN ON
BENCH MARK STANDARD SPECIFICATIONS SECT/ON 19, "EARHWORK". THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANLa4ROS ANO g
6 CAL TRANS DISTRICT TRAFFIC MANAGEMENT RECOMMEND THE PLACEMENT OF PCMS, 7 CALENDAR PRAC176 S AS THE ENG/NEER IN RESPONSIBLE CHARGE OF THE DESIGN OF
FROM THE/NTERSEC770N OF LAKESHORE DRIVE AND DRYDEN STREET 40 FEET DAYS PR/OR TO REOUES7FD CLOSURE DATE TO ADVISE MOTORIST OF AN UPCOMING LANE THESE IMPROVEMENTS /ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. \
SOUTHEASTERLY ALONG LAKESHORE AND 40 FEET NORTHEASTERLY TO THE CHISELED REDUCTION. 5AGGREGATE BASE(AB) SHOULD BE CLASS 2 AND CONSTRUCTED /UNDERSTAND AND ACKNOWLEDGE 7MT THE S/GAW7VRE OF THESE PLANS BY
SQUARE"/N THE TOP OF CURB AT BCR. ACCORDING TO STANDARD SPEC/F/CA770NS SECT/ON 26, "AGGREGATF THE C17Y OF LAKE RSINORE, ANO THE REVIEW OF THE PLANS BY THE `o
BASEST' C17Y OF LAKE ELS/NORE, /S A REVIEW OF GENERAL COMPLIANCE W177.1 017Y
7. THE CONTRACTOR SHALL NOTIFY THE 7NANSPORTAT/ON PERMITS OFFICE ✓AY HORTON, '� STANDARDS. THIS APPROVAL IS NOT A DETERMII✓A77ON of THE 7ECHN104L ADEQUACY
BENCHMARK NO. C-95-33 ( *N4omeeA!S 11AS-QW✓r No?B: OR ACCUR4CY OF THE DESIGN OF 7HE IMPROVEMENT'S SUCH APPROVAL DOES NOT, �916-322-4957 15 DAYS /N ADVANCE OF ANY VERT/CAL AND OR HORIZONTAL CLEARANCE 9Mf a,,r"w9wv aeaw .M•oM T o«e wwrwt�w +�Y Y••-)se. 7HEROMORE, RELIEVE ME OF MY RESPONS/B217Y FOR THE DESIGN OF 7HE5'E
ELEV = >356.45 MSL (>929 DATUM) CHANGES INCLUDING LANE SHOULDER CLOSURE, LANE SHOULDER WIDTH REDUCT/ON, AND ETC. �•'T "'4 TMf c°"�'
/ / �et,•raus a•.9an•••u.+o on..+�•s w.le x+otir•sMw+N�„T9•••hM+e✓~.6, w66 TWA /MPROVEMEH75.
F�6t0 Ftce� M^*�'p�u us_ rMl}p.P•a+ra.+�weV c•.w.+B•i1M WWA•e. -
8. THE CAL TRANS PUBLIC AFFAIRS OFFICE MUST BE MADE AWARE OF THE CONSTRUCT/ON ,,�cysawn••��)w&or.+l<y N"MN►o•ec•s.+w•d �.�� Li/1�A 7
L.
fw.a.T, •y ".at :Y TMw-a"w.� •.syls�+.eo....�rc,c.l„c T
ACTIVITIES ESPECIALLY "LANE CLOSURE W/H REDUCT/ON OF W/OTH TO TRAFFIC LANES" 77Z4FRC 14� �� " "��i o.o,.or wwN+e, ���«rwa ENGINEER OF WORK vA7E
as cw9.�w,Iwo• r•A•/N•9M+M'^•
IN THE EVENT HE CALTRANS PURL/C AFFAIRS OFFICE IS ASKED TO ISSUE PRESS RELEASES 'As-wEu►! -�
SAID INFORMATION IS REQUIRED 7-DAYS PR/OR TO THE CLOSURE.
Wi b ®V 1/4 7 l7 `P•"dsE.3 �++•a./s•I+9-" CALTRANS PERMIT NO.O&16.6-MC-0720 0
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL
�oQaocEssTo� CITY OF LAKE ELSINORE SHEET
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT
gc/yii.Ml•f ANva Qwvw �Ak,:,,i t/NyprE Aa w� s 4r - p,i MAY BE ISSUED. ENQ/NEERS )
T' CI•M•.D A. a�I,�C*%Iw� P� it-3�1 - C7�i\�� T c+F� CINL ENGINEERS•PLANNERS.SURVEYORS LAKE STREET AT /-/ 27
A ~ ��l �� kf �I��6 �;�� 1L';' W No.64263 fam•'1 1559 COMPTON AVENUE•SURE 100.CORONA.C 92551-MIO.951-1N-21�0
/1r.MIM M UI�srMMb t1+�K AMM�r�i0�AD 40 A.~&�'�W. 4+ t-5-4 � � ExP.6/30/17 2 SCALE: BENCH MARK: S//TEET/MPROI�EMENTS OF SHEETS
w*/~ ®�r'uW�rt f A�ft"�4�jg'�•MR��5_ I2�� BRAD FAGRELL, RC 3920 DATE MIKE C. TAING Zpq•I•E, * * '�ABOW C-95-33
d►Al//99wa' As.N//S CITY ENGINEER R.C.E. No. 64263 `TqI. CIVIC ��1*Q" ELEYA770k IJ56.45 MSL FILE No.
CITY OF LAKE ELSINORE FOF CW\F r DATE: 02101116 SEE SHEET NO. I FOR DESC. ME SHEET