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HomeMy WebLinkAboutTR 37305 SIP&Traffic_Striping ENG-2020-00030_TR 37305_BYPASS RD SIP TRSS_REV1_APPROVED 210202 GENERAL NOTES ON THESE CITY OF LAKE ELSINORE PROJECT 1. N07E P TO CONTRACTORS, OBTAINED BY ESEARCHCOF AND LOCA77ON OF ANY AILABLE RECORDS UNDERGROUND U77LITY PIPES PLANS BYOTHE CITY OF LAKE ELSINORE DOES LOCATION NOT CONSTITUTE A REPRESENTATION AS TO HE ACCURACY OR COMPLETENESS OF HE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN HE LIMITS OF HE PROJECT HE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR HE PR07EC77ON OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER TRACT NO. 37305 - BYPASS ROAD R/VERSAE COUNW SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING HE PERFORMANCE OF HE WORK SHALL BE REPAIRED OR REPLACED TO HE SATISFACTION OF HE GOVERNING AGENCY BY HE CONTRACTOR AT HIS EXPENSE. NrcHgs R o 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION), AND STANDARD STREET IMPROVEMENT & NICHOLS RD DRAWING OF HE COUNTY F RIVERSIDE IT IS HE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND cno NIS x AVE n CODES AT ALL TIMES TRAFFIC SIGNING AND STRIPING PLAN CITY Of J. HE CONTRACTOR SHALL NOTIFY HE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. LAKE ELSINORE <<<P of CALL FOR INSPECTION AT(951)674-JI24 EXTENSION 247, BETWEEN HE HOURS OF 9.00 AM AND 4:00 PM, MONDAY THROUGH NPDES INSPECTION NOTES 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER AND CHEMICAL SPILLS WASTES FROM PAINTS STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS,- IMMEDIATE FA TIMES DUE/TUG CONSTRUCTION, AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE S17F STORM DISCHARGES SHALL 70 DOCUMENTED ). GRADING PLAN WHICH HEREBY BECOMES HE FUELS OILS LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUT77NG OR IMMEDIATE WORK STOPPAGE SITE STORM WATER POLLUTION PREVENTION PLAN PP ON THE JOBS17F THROUGHOUT T AHE RRANGEMENTS OFO SHALL BE MADE BY HE DEVELOPER CURING RESIDUES FLOATABLE WASTES- WASTES FROM ENGINE QUIPMENT STEAM CLEANING OR CHEMICALTHE 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES MAINTENANCE OFTO RETAIN THE SS7F BMPS S REQUIRED TO MINIMIZE JOBS17E EROSION CAND SEDIMENTATION/CERTAINUCTION. TBMPS MAY DEGREASING,• WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING DURING CONSTRUCTION. BE REQUIRED TO REMAIN /N PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. AND TESTING DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR /N A SPECIFIED AND ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT HE TIME OF CONTROLLED DDSPEMPORARY AREA ON-SITE OSAL IN ACCORDANCE W/TH LOCALICALLY TATE AND ATED FEDE FROM POTENTIAL MENTS STORMWATER RUNOFF, WITH VICINITY MAP 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONSTRUCTION. CONTRACTOR SHALL N077FY ALL UTILITY COMPANIES INVOLVED, AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. 2 EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION S17F AND MUST NOT BE NOT TO SCALE THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.)AT 1-800-422-4133, AT LEAST FORTY-EIGHT RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. (48)HOURS PRIOR TO BEGINNING WORK' HOMAS GUIDE,PAGE 836, GRID B7, 2006 3 SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE HE TRANSPORT OF SOIL APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE SOIL FROM IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE S17E TO STREETS, DRAINAGE FACILITIES, OR SAN BERNARDINO&RIVERSIDE COUNTY EDITION 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR HE CLEARING F THE PROPOSED WORK AREA AND RELOCA77ON AND COST F ALL THE CONSTRUCTION SITE ADJOINING PROPERTIES BY WAD OR RUNOFF. EXISTING UTILITIES SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING F 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE. CONSTRUCTION EQUIRED 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIM17ED TO ONLY HE POR77N OF THE S17E THAT IS 11 BMPS AND THGOOD HOUSEKEEPING MEASURESFORTHHE PROJECT UCTION CONTRACTORS AND SUBCONTRACTOR OS17ELAND ANY ASSOCATED ARE TO BE MADE WCO STRUC77ONARE OF THE ESTAGING OWNER /APPLICANT CIVIL ENGINEER 8. ALL UNDERGROUND FACILITIES WITH LATERALS INCLUDING BUT NOT LIM17ED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE 77ME F AREAS. DRAINAGE FACILITIES, SHALL BE/N PLACE PRIOR TO PAVING HE STREET SECTION. DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND NICHOLS ROAD PARTNERS LLC K&A ENGINEERING,INC. PERMANENT SOIL STABILIZATION. 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO P.O.BOX 77850 357 N. SHERIDAN STREET SU17E 117 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL 7ESTS WILL BE TAKEN AFTER ROUGH GRADING, TO DETERMINE THE THE CONSTRUCTION S17E IS PROHIBITED. DISCHARGING F CONTAMINATED SOILS VIA SURFACE EROSION /S ALSO CORONA, CA 92877 CORONA, CA 92880 EXACT SECT70N REQUIRED. SEC7701V THICKNESSES SHOW ARE FOR BONDING PURPOSES ONLY. 6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED PROHIBI7ED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATER/NG ACTIVITIES MAY REQUIRE WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM A NATIONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY PHONE, (95/)277-3900 PHONE. (951)279-1800 10. ALL EXIS77NG UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. EVENT. CON57RUC77ON SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. CONTROL BOARD. SOILS ENGINEER THE ENGINEER OF RECORD SHALL BE NOTIFIED ON ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL 7 STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE 13 BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM BE IN THE FORM OF AS BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF S17F TO STREETS DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. EVENTS AND FOLLOWING STORM EVENTS. THE PROJECT. GEOTEK, INC. 8. CONSTRUC7ON SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL 1548 NORTH MAPLE STREET 11. ALL EXISTING MONUMENFA77ON D1577JRBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS POLLUTANTS OFF THE SITE DISCHARGES OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS CORONA, CA. 92880 APPROVED BY THE CITY ENGINEER. CENTERLINE 77ES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE STATEWIDE GENERAL CONTACT ANNA M. SCOTT PROJECT AND BEFORE ACCEPTANCE IS GRANTED. PERMIT-CONSTRUCTION ACTIVITY. POTEN77AL POLLUTANTS INCLUDE BUT ARE NOT LIMITED T0: SOLID OR LIQUID (951)-710-1160 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE BAS/S OF BEAR/TUGS ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE \ i AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB 577F DURING \ THE TOTAL TIME OF PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. PAj?C-Fl_ J, PM 37455 HE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSITION/TUG USER 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.. 8 OFFICE OF CALTRANS, PLEASE MAKE REFERENCE TO AFIv' ')'�'J-2JJ-JY2 \\ l'A�i'C-FI- -7, /'/�f 374155 �I� SERVICE (OPUS) SOLU770N USING HE CALIFORNIA STATE PLANE COORDINATE SYSTEM, H CCS83, ZONE 6, BASED LOCALLY ON CN77N000SLY OPERATING REFERENCE STATIONS THIS FACT/N HE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS /�Y/v)/vCi \ AF/v' ,)89-2FJFJ-FJ ,3 W (CORS) 'CNPP", P474, AND 'SBCC', NAD_83(2011) EPOCH 2O10.00 AS SHOW HEREON. ---- __ \ VACANT W 1 ALL BEARINGS SHOWN ON HIS MAP ARE GRID. QU07ED BEARINGS AND DISTANCES FROM GENERAL NOTES• TRAFFIC SIGNING AND STRIPING PLAN \\ REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD REFERENCE ALL DISTANCES S SHOW ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE C//OLS \ OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINA77ON FACTOR OF 1. IT SHALL BE THE RESPONSIBILITY F THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY MOT71 as:N'-_RO ��\ \\ \\ I 0.99990957 CALCULATIONS ARE MADE AT CONTROL POINT 99' WITH COORDINATES OF 7RANSPORTA77ON DEPARTMENT PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC j��\ 4d - T T T �� RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL 3 �j r - 4 2712�2512q�23 22 Z�1'T�� �� \ - 0:O ___- N:2200064.438(GRID)E-6222480.222(GRID)USING AN ELEVA77ON OF 1462.062(NGVD29J. CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR HIS PROJECT. ADDITIONAL STUDIES I 0 I q7 �I+� 1-20/1 g'1 dT AND/OR PERMITS MAY BE REQUIRED. - _ I - 23 i 4_-I I J7 16! _ ---------- _-_-_. �- NOTIF/CATIONS 2. THE CONNACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS OF ALL - I 51 I 5 -,9 �__� _ EXIS77NG U77LI77ES THIS INCLUDES UNDERGROUNDING OF EXIS77NO OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED t-�- I II r53�1 If/ gq�31121 10/ ' BY THE CONDITIONS OF APPROVAL. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO I I 11 11 g l- 77-- _ CONTRACTOR SHALL NOTIFY HE FOLLOWING U77L177ES OR AGENCIES AT LEAST 4B HOURS IN I I I I 1 ! I 9d - 81 LOTL14�-5 1 ADVANCE OF STAR77NG CONSTRUCTION OR EXCA VA77oN BEGINNING F CONSTRUCTION. II) II 56 I 11l 43 32 J j�ll� 1I 1 112 � l l7 l I1 1 94 1 I-- PHONE- (951)955-6790 FOR PERMIT CASES(C.U,P.U.,PP, OR VOLUNTARY), CABAZON AND AREA WEST O I ll�,"��- I! -�-__� 11�_ 99 IJ 11 121 >^ C _lR/5 q l ___ �- RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT- (951)955-6880 A I I yl I q2 33 93 -III 11 117-1 1 J _L l 3/ PHONE: (951)955-6885 FOR PARCEL MAPS AND TRACT MAPS O II� �I - 1 „�- I'- 11 11l- lOD I IL- ->--1 I T q 5• T CONSTRUCTION SECTION Z I 6 41 34�1 --I--J I 116 _ 1 1s3-II J o• PHONE: (760)342-8267 FOR PERMIT CASES EAST OF CABAZON > �I I II� '��- _ I�9Z f01 II, �>15- 123 -�I �I�1 2 LOT 1q- ) AAA - SPECTRUM (951)406-1690 m 1� f 57�� I� 40 35 y�1 91 jO2 ;1�.�12q�1 III 132-11 I��J PARK SIFE l0� %�- FRONTIER (800)366-7801 J. STANDARDS AND SPEC/FICA TIONS, AIE ALL WORK SHALL CONFORM TO THE REQUIREMENTS PER S70E NO.Y OF 405ALAKE&405E/NONE TRANSPORTATION DEPARTMENT IMPROVEMENT A �I JI 58-lI I� 39 36�1 II �JJJ illy I) �z PM 37465 �I) I - Il 103 I` -�1q 125 I \ - ELSINORE VALLEY MUNICIPAL WATER DISTRICT (951)674-J146 4. /T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO N077FY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS >� PARCEL 3 r 59�i Ir 35 37�1� �I�� 1I »3 Ir 13a 1 II LDT>44 O.S. �� / >3-��` F R 3d I g Jaq I�_-�>26 1 -I�\ 1\ r �- RIVERSIDE COUNTY FLOOD CONTROL DISTRICR (951)955-1200 REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO.. 461(TRACT AND PARCEL MAPS ONLY). -_1 -�a�-jo5�l� �Q 112�-j27�1 Z i' 12g �\ f 15�1 1�12-1�I 1-_T F_- r" <✓ r SOUTHERN CALIFORNIA GAS CO.: (800)427-2200 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING HE STREET, INCLUDING, BUT NOT LIMITED I g7 >06\\\�'1»x 126 Z 11 I >6-/�1 - �-+'J✓' J SOUTHERN CALIFORNIA fDISON CO.: (800)655-4555 T0, HE FOLLOWING.• SEWER, WATER,ELECTRIC, GAS,STORM DRAINS -o � 6a 73 � 74 �'1' �� � �� \q / �� � � / ) >-� 1 I I�la-1 �! \ »O3' UNDERGROUND SERVICE ALERT USA 800 227-2600 OR 811 6. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 61 I j2 75 \ - ` /' , \ /'� 1 1 I-9-1 1 \� 85�� 103, % \ �\ N' 2' la-1 y 206 AND/OR N0.207,AS DIRECTED IN THE FIELD. 1 76 / i���1g8 '✓ `U 2/ JI I d-> _J dq� f09 �� / \� �`�<2G'/�\� '4�/i II 1�7-1 �_-_L-L-L-_ Z IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF 1 \ 77�\ r r LOY 140 _E-_F_9R91POAD - TRANSPORTATION(CALTRANS)FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 63 �\ �� 70 �d\\ /'r7/ ( / PARK S1Y£ \`� �"1' ,�� Lin' 6-1 ( T T EIR MITIGATION MEASURE NOTES 1 r 6q�� \�Ss k , a2 i fr J --- A, 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, 5-> REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR 55 \ 6a \ 7i \ �/ \i, ���ry°'/; I�-- / y / 80 r \ '� 4-1 / 1. DURING ANY NIGHTTIME CONSTRUCTIONACTIVITIES,ALL LIGHT/TUG SHALL HE TRAVEL/TUG PUBLIC AND WORKERS UNTIL HE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A '�� ��\-y / \ \�\�/�y0/r 32-1 / �5• '� I-- - J DIRECT LIGHTlNGAWAYFROMTHE PRESERVED ON SITEDRAINAGE AND TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING 66�- i 3>i 0•C/ � / � 33-> ' 'r/ � ASSOCIATED MSHCP HABITAT. AND ENCROACHMENT PERMIT \ y��67 / �� I--- Ire_f-{ L- /, \�� \/ / , TFILIFS AL CANYON �\�� I _�� I Y' r �-+ 2. THE SOILS ENGINEERING INVESTIGATIONDATED OCTOBER 22,201QPRE- 9. ALL STREET SECRNS ARE TENTATIVE ADDITIONAL SOIL TESTS (') BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO V� 1 r1 r1�� '' 39 / I (" PARED BYGEOTEK,INC SHALL BE CONSIDERED A PART OF THISPLANAND PyGly scjvooL \ l-I l j595 1 DETERMINE THE EXACT STREET SECTION REQUIREMENT USE STANDARD N0.401/F EXPANS/VE SOILS ARE ENCOUNTERED. (*SHALL / LOT 137 / � - � SHALL BE IN COMPLIANCE. FOR TRACT MAPS AND PARCEL MAPS-MAY FOR PERMIT CASES.) WOD BASIN' / r J PARK?E AM, 339-2>0-039 �A��_-- - I 3. PRIOR TO THE ISSUANCE OF GRADING PERMITS OR IMPROVEMENTPLANS AFFECTING NICHOLS ROAD AND/OR EL TORO ROAD/WOOD MESA COURT, 10. ASPHALTIC EMULSION(FOG SEAL)SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT F THEND 0.03 GALLON PER SQUARE ASPHALT �"�� / \ LOT 39-1 1L---I 1 THE PROJECTAPPLICANTSHALL PREPARE AND THE CITY OF LAKE ELSI- HETEM RESPEC77VELY.OASPHAL77C EMULSION SHAG SEAL AND PAINT LL CONFORM ER SHALL BTO SECT7N 37, 39,AND 94 OF HEE APPLIED AT A RATE OF 0.05 RS ATE STANDARD SPECIRC�ONS YARD / J �/ \\ W4D BAS/N I I 1, NORESHARA FICCO TROL PLORARYTL COM Y47THLPLAN TICABLE / POIiARYTRAFFIC CONTROL PLANSHALL COMPLYWITHTHE APPLICABLE INDEX MAP J - \ �' 4 -_J (/ REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CON- SCALE 1"200' NOTE' o 400 600 800 INDEX OF SHEETS ALL PROPOSED STREETS ARE PUBLIC RIGHT-OF-WAY. ENGINEER'S NOTICE SHEET ET DESCRIPTION 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. HIS REQUIREMENT SHALL APPLY 1I 75m CON77N000SLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE 1 177LE SHEET 7�(1� � PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2 SEC77ONS&DETAILS 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS 3 BYPASS ROAD STA 10+00.00 TO 19+50.00 HEREON,AGREES TO ASSUME LIABILITY AND HOLD HE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE F UNDERGROUND U77LI77ES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS OR HOSE DIAL 1WO WORUNC BENCH MARK. BM B-95-61 CONSTRUCTED AT VARIANCE WI H REPORTED OR RECORD LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LI77ES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE I 4 BYPASS ROAD STA 19+50.00 TO 27+50.00 FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STAR77NG WORK BEFORE DAYS BEFORE 5 BYPASS ROAD STA 27+50.00 TO 32+24.16 FEET S ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 YOU DIG YOU DIG FEET NORTHEASTERLY TO BENCHMARK 10 FEET SOUTHERLY OF A 3 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANCES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY HE 6 TRAFFIC SIGNING AND STRIPING PLAN TOLL FREE 1-800-422-4133 LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB.SET PREPARER OF THESE PLANS A PUBLIC SERVICE BY CHISELED SQUARE ON NORTHEASTERLY CURB. UNDERGROUND SERVICE ALERT ELEVATION: 1271.76'(NGVD 29) 4. OUAN7777ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL OUAN77T/ES PRIOR TO BIDDING FOR CONSTRUCTION. ERSC MB 10/03/2020 ENG-2020-00030 MARK REVISIONS APPR. DATE 'THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY* SEAL AS BUILT" SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT ENGINEERING 357 N.SHERIDAN STREET Q ftopEss/ON CITY OF LAKE ELSINORE MAY BE ISSUED.' SUITE 117 �°�N G.OSa��, RCE EXP. DATE LAND PLANNING CORONA, CALIFORNIA 92880 tip 0 m I - TEL. (951)279-1800 h-� P�m REVIEWED BY. STREET IMPROVEMENT PLAN VURVEYING FAX(951)279-4380 No.assss a FOR TRACT AD BYPASS ROAD of 6 sHls ngmeermg,Inc. * * INSPECTOR DATE 7305 10-15-2020 ^ s v SCALE. AS SHOWN FILE NO. R MON HABIB,RCE No. 83156 D47E J ' OA,__ 08/17/2020 T'9TFOFCA�Ip- TITLE SHEET CITY ENG/NEER DATE AUGUST 2020 ADDED ENVIRONMENTAL IWACTREPORTMITIGA77ONMEASURE NOTES.ADDED NOTE TOE,AISTINGP.P. RH 02/02/21 CITY OF LAKE ELSINORE KEIH G. OSBORN R.C.E.No.36996 DATE 20-077 OrawmA R:I3B2663\G d\Snbhlemoss Roa J1 -P -ST-B19A55 ROAD-001. Lr t.BILE- �8/71ZO -A ProHxt 8/1112 &10 ell BY 0 20 20' 6' 14' VARIES 6' ABBREVIATIONS & SYMBOLS 14'-21.5' A.C. ASPHALT CONCRETE PROP. PROPOSED 3 y 12 CONSTRUCTION NOTES QTY UNIT 3 AC, AC. ACRE PM PARCEL MAP EXIS77NG GRADE To- CONSTRUCT 3'AC OVER PROPOSED FlNISIIED GRADE 54,500 SF A.B. AGGREGATE BASE PVC POLYI7NA CHLORIDE EXISTING GRADE o _ PN POINT OF VERTICAL INTERSECTION -- --- 1%TO+2% � ;:1 0— SAWCUT&JOIN EXIS77NG PAVEMENT PER CITY OF LAKE ELSINORE STANDARDS&DETAIL ON 175 LF BC BEGIN OF CURVE 1- BVC BEGIN OF VERTICAL CURVE RT RIGHT Mq,1. +2$ +2% i EXIS77NG GRADE SHEET 2 R/W, RW RIGHT OF WAY ll� �31� f 2A GRIND AND OVERLAY AC PAVEMENT PER DETAIL ON SHEET 2 520 SF C/L, CL, CL CENTER LINE SD STORY GRAIN EXISTING GRADE / 3`A�\\/�M // \\\\�/\ M o- INSTALL H=5'CIIAIN LINK FENCE 3,810 IF SCE SOUTHERN CALIFORNIA EDISON ----- C&G CURB AND GUTTER --- M, E.A., EA EACH S, SS SEWER PROP.PAVEMENT OF BYPASS ROAD Oi 4o- INSTALL 12"PVC PIPE 200 IF EC END OF CURVE SF, S E. SQUARE FEET ELEV ELEVA 77ON STA STATION EP END OF PAVEMENT SW SIDEWALK So- INSTALL SANDBAGS PER DETAIL ON SHEET 2 125 LF EX., EXIST EXISTING T, TAN TANGENT INSTALL 60 MIL LINER UNDERLAIN BY A MIRF7 S-1200 FABRIC OR S-1600 NONWOVEN FABRIC PER FG FINISH GRADE 7/. TANGENT INTERSECTON BYPASS ROAD - 13#50.00 TO 14#38.76 SA DETAIL ON SHEET 2 520 SF FL FLOWLINE TC TOP OF CURB NTS Go- REMOVE EXISTING FENCE 130 IF FS FINISHED SURFACE 7YP. VERTICAL CURVE TYPICAL GB GRADE BREAK W WA TER 20 20' 6A ROUGH GRADING 2405 CY TER ' HP HIGH POINT WQD WATER QUALITY DETENTION TNT INTERSECTION 6' 14' 14' 6' L LENGTH L.F, IF LINEAL FEET o o TEMPORARY TRAFFIC SIGNAGE& STRIPING NOTES QTY UNIT IN �n I 2 LP LANEPOINT 3 3 Cl- IT INSTALL 6%6'DOUBLE YELLOW CEN7ERLINE PER CAL7RANS SID.PLAN A20A(DETAIL 22) 1,900 IF EXISTING GRADE LEFT EXIS77NG GRADE 7A INSTALL 6%6"DOUBLE YELLOW MEDIAN ISLAND PER CAL7RANS STD.PLAN A20B(DETAIL 29) 363 LF MAX MAXIMUM 1 MIN MIDDLE OF CURVE �Mq,1. 2% ?% M?X'x EXISTING GRADE Bo- INSTALL 6'RIGHT£DGELINE P£R CAL TRANS SIR. 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DA 7E "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY..- SEAL 'AS BUIL 1" SHEET NO. CONDl77ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT ENCINEERINC 357 N. SHERIDAN STREET SU17E 117 QROFESS/ph, CITY Of LAKE ELSINORE O c. '9< MAY BE ISSUED." RCE EXP. DATE K'. [AND PLANNING CORONA, CALIFORNIA 9-180 92880 ao Z TEL. (95Q 279-1800 h r P2 m REVEWED er. STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 w No.36996 A FOR TRACT 37305 10-15-2020 * * INSPECTOR DATE BYPASS ROAD of 6 sHTs f� sr clva �P SCALE.- AS SHOWN FILE N0. REMON HABIB,RCE NO. 83156 DATE / , --+ 08/17/2020 q'fOFCAUFO� TRAFFIC SIGNING AND STRIPING PLAN CITY ENGINEER DATE., AUGUST 2020 CITY OF LAKE ELSINORE KEITH G. OSBORN R.CE No.36996 DATE 20-082 BrawnA R:\JB26631Md\SheehlBpass Roa0166J-P!N-Si-BWASS RBAD-BB6.Cwg La�nut IRA6FlC SIGNING ANB 61RlPINC PLAN 6aed:B�/2010 A54 AM Plofkd 8/11/2010 BIS AM Bar Drone