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966ii_sppLEGEND+ ALESSANDRO BOULEVARD STREET IMPROVEMENTS 00 CONSTRUCTION NOTE REFERENCE City of (EI EXISTING IMPROVEMENT PLAN Riverside l 9 0 1 y of CENTERLINE °'e° otl 2f Moreno Valley R PROPERTY LINE °o Frontag Rd. FLOW DIRECTION FOR °a Alessandro I Boulevard FREEWAY BUSINESS CENTER b CHAIN LINK FENCE (CHEF) o C ct s Avenue Trautwein Rd. SITE N County Of >_ CONCRETE SURFACE (PROPOSED) COUNTY OF RIVERSIDE (MJPA), CALIFORNIA o o z Riverside $ Q m 0 RETAINING WALL (PROPOSED) A r v (D lP D o D n EX. CURB RAMP ^ F 3 215 ` ` v -�T TOP OF GRADED SLOPE (PROPOSED) Z 1-215 NB SECTION LINE < W N ON RAMP EXISTING \DRIVEWAY XISTING m DRI EWAY City of FIRE HYDRANT (PROPOSED) I F 7rris A FIRE HYDRANT (EXISTING) CALTRANS GUARD POST (PROPOSED) �'�- ® GUARD POST (EXISTING) AA fT - —Y'— - - q- —,- _ C/TY OF /(/ERS/OE Iw 77 ,�9MH, VICINITY MAP °— LIGHT ON MAST ARM (EXISTING? _ B NO SCALE - O A THE THOMAS : 1 5RIVETO TOWNSHIP: (2006 EDITION) PAGE 716 C48D J6 q \' — — — Cr2(7N / \ SECTION: 15 TOWNSHIP: 3S RANGE: 4W X LIGHT ON MAST ARM (PROPOSED) � — —� ��A EET +� — � — — _ t b 1 d TRAFFIC SIGNS `-T11111111mo ~, M✓MPA DR — ° - OWNER/DEVELOPERS SOIL ENGINEER+ R/W CALTRANS 72" RCP„ LIST OF ABBREVIATION, INLET STRUCTURE _ "® _ _ y CATCH BASIN PROFICIENCY 215 LLC Np CAL ENGINEERING \ e d 11 "" "" "" "- n 11777 SAN VICENTE BLVD., STE. 760 10641 HUMBOLT STREET LOS ANGELES, CA 90049 LOS ALAMITOS, CA 90720 AC ASPHALT CONCRETE i -' PRIVATE ATTN: MR. JEFFREY N. TRENTON ATTN'. MR, MARK BURKHOLDER BW BACK OF WALK NOTE: NO STORM WATER RUN-ON TO FREEWAY or %_VORT B N/ CATCH BASIN S.D. SYSTEM PROPOSED z pH. 17101 979-80Do 7 FAX 1310) 979-7772 Pu. I562) 799-9469 i FAX t562) 799-9459 CB CATCH BASIN BUSINESS CENTER PROPERTY, T BMP TO BE MAINTAINED /W DEDICATIO -+ PRIVATE OUTLET o NOTES+ CIVIL ENGINEER: C.F. CURB FACE SrA ¶ BY COUNTY I(R" CON[ CONCRETE STRUCTURE W PER DOC. NO. o �`LWALL 18" RCP CONNECTED 2002-347891 o AO Aa --SIGNALIZED INTERSECTION, 1HDM$EN ENGINEERING, INC. ELEC ELECTRICAL 7 TO PRIVATE S.D. SYSTEM (E1 EXISTING -< RECORDED 06/26/2002 g Z NO MODIFICATIONS � � � 590 W. CENTRAL AVE., $TE.I 0100 = 3.9 CFS m M D y Ba—SIGNALIZED INTERSECTION, BREA, CA 92821 FH FIRE HYDRANT s - Q70 = 2.7 CFS An ATTN. MR. ROBERT SUWVAN FL FLOW LINE o m MODIFICATIONS PER FF FINISH FLOOR CALTRANS R/W FREEWAY BUSINESS CENTER m SEPARATE PLAN EMAIL: RSUWVANB EI-gMLCOM PER DOC. NO. 2004-0852536 2677 ALESSANDRO BLVD. PH. (626) 965-9350 . 104 FG FINISH GROUND - RIVERSIDE, CA 92508 NEB: WWWTEI-CIML.COM RECORDED 10/28/2004 FS FINISH SURFACE APN: 297-100-013 & 045 T GV GAS VALVE CONSTRUCTION NOTES, : IMPRONOTE:VEMENTS EMENTS ANDDRO BOULEVARD STREET MH MANHOLE QUANTITIES 1 R/W IMPROVEMENTS AND OLD 215 FRONTAGE ROAD GP GATE POST / GUARD POST t�PROTECT ITEM IN PLACE. ALESSANDRO BOULEVARD STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN PCC PORTLAND CEMENT CONCRETE CONJUNCTION OF EACH OTHER, WITH A SEPARATE PB PULL BOX SAWCUT AND REMOVE ITEM. INDEX MAP TO BE INSPECTED TO BE INSPECTED ENCROACHMENT PERMIT FOR EACH JURISDICTION. PA PLANTER AREA - SCALE: 1"=100' PIV POST INDICATOR VALVE (D—RELOCATE EXISTING ITEM TO SIDEWALK OR AS INDICATED ON BY COUNTY OF RIVERSIDE BY CITY OF MORENO VALLEY RD ROOF DRAIN DRAWLING. SD STORM DRAIN CLEAN OUT �a - CONSTRUCT STREET LIGHT PER STREET LIGHTING PLAN — 1 EA. CONSTRUCTION NOTES, QUANTITIES CONSTRUCTION NOTES+ QUANTITIES SDMH STORM DRAIN MANHOLE AND PER COUNTY OF RIVERSIDE STD. NO 100E21 CONSTRUCT 18" RCP, 200aD STORM DRAIN PIPE. — 15 L.F. 50 VERIFY AND RE -INSTALL MEDIA NOSE SIGNS — 2 EA. SF SQUARE FOOT __� R4-7 & TYPE L -T (CA) IF MISSING OR DAMAGE. SS SEWER Sa—ADJUST ITEM/RIM TO GRADE. 22 CONSTRUCT MANHOLE NO. 1 — 1 EA. STTETLT STREET LIGHT 52 SSEWER MANHOLE &PROPOSED UTILITY, UNDER SEPERATE PERMIT. PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT INSTALL W25 SIGN (DIVIDED HIGHWAY) — 1 EA. STD DWG MH251. PER COUNTY OF RIVERSIDE REQUIREMENTS.. TC TOP OF CURB O7 —REMOVE ITEM AS NOTED. TE - TRASH ENCLOSURE 25 SEE LANDSCAPE PLAN FOR INFORMATION,. UNDER SEPERATE53 INSTALL THERMOPLASTIC WORD PER CALTRANS STD. A24E. — 6.EA. TEL TELEPHONE 8&SAWCUT AND REMOVE EXISTING PAVEMENT, CURBS, AND — 1,650 L.F. PERMIT. TG TOP OF GRATE 54 INSTALL R9 -3A & R9-3BP SIGN — 2 EA. CONCRETE AS REQUIRED. WM WATER METER 30 PAINT STRIPING PER CALTRANS DETAIL 12, A20A — 1,300 L.F. (NO PEDESTRIAN CROSSING &USE CROSSWALK) WVLT WATER VAULT O9 — ITEM TO BE REMOVE BY OWNER. (LANEUNE W/ PAVEMENT MARKERS). PER COUNTY OF RIVERSIDE AND CALTRANS REQUIREMENTS. MJPA MARCH JOMJT POWERS AUTHORITY ® 10 CONSTRUCT CURB AND GUTTER TYPE A-8 — 420 L.F. 33 PAINT STRIPING PER CALTRANS DETAIL 29, A208 410 L.F. 55 INSTALL RS -11 SIGN (SIDEWALK CLOSED AHEAD -CROSS 1 EA. PER COUNTY OF RIVERSIDE STD NO 201. (MEDIAN ISLANDS). HERE) o PER CALTRANS REQUIREMENTS. Z NOTIFICATION 11 CONSTRUCT 4" THICK SIDEWALK PER CALTRANS — 5,200 S.F 35 INSTALL THERMOPLASTIC STRIPING PER CALTRANS — 100 L.F. 0 I SPECIFICATINS AND PER COUNTY OF RIVERSIDE STD NO 400. DETAIL 38, A20D 56 INSTALL R9-9 SIGN, (SIDEWALK CLOSED) — 1 EA. N r CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES COMPANIES AND (CHANNELIZING LINE W/ PAVEMENT MARKERS). PER CALTRANS REQUIREMENTS. s AGENCIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 12 CONSTRUCT ACCESS RAMP, CASE CM — 2 EA. a 0SEE CALTRANS STD PLAN A88A FOR NOTES.(8--INSTALL THERMOPLASTIC STRIPING PER CALTRANS — 1,410 L.F. 60 CONSTRUCT CURB AND GUTTER TYPE 62-6 — 350 L.F. ti ¢ EASTERN MUNICIPAL WATER DISTRICT (951) 928-3777 DETAIL 38A, A20D PER CALTRANS STD PLAN A87A. 0 WESTERN MUNICIPAL WATER DISTRICT (951) 571-7200 13 OREXCEEDEXISTING STRUCTURAL RAL SEB490 TONS (CHANNELIZING LINE). 61 CONSTRUCT CURB TYPE Al -6 50 L.F. M OR PER SOIL ENGINEERS REQUIREMENTS. 37 INSTALL THERMOPLASTICSTRIPING — 525 L.F. PER CALTRANS STD PLAN A87A. ' o EDGEMONT COMMUNITY SERVICES DISTRICT (951) 683-0685 35000 PER CALTRANS DETAIL 39, A20D (BIKE LANE). z z 14 COLD PLANE EXISTING A.C. PAVEMENT AND OVERLAY AND — �q.;gB9 S.F. 62 CONSTRUCT TRANSITION CURB FROM CALTRANS CURB BATTER — 4 EA. z UNDERGROUND SERVICE ALERT (800) 2272600 F - SEAL 1-1/2" THICK A.C. PAVEMENT. 38 INSTALL THERMOPLASTIC TRIPING PER CALTRANS — 260 L.F. TO COUNTY CURB BATTER, L=5' 0 v 0SOUTHERN CALIFORNIA EDISON CO. (8001 227-260D DETAIL 39A, A20D (INTERSECTION LINE, BIKE LANE). SEE DETAIL ON SHEET 3. , 15 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH: — 1 EA. z SOUTHERN CALIFORNIA GAS CO. (800) 227-2600 SEE COUNTY OF RIVERSIDE STD NO 207A, 209 FOR 40 CONSTRUCT CALTRANS Al -6 CURB PER CALTRANS STD. — 50 L.F. @_CONSTRUCT CALTRANS CURB TYPE B1-6, PER CALTRANS — 670 L.F. nSPEC AND AS MODIFIED BY THESE DRAWINGS. A87A. STD PLAN A87A. 1Ae1 0 FRONTIER . (800) 227-2600 J RIVERSIDE COUNTY FLOOD CONTROL DIST. (951) 955-1288 it6 CONSTRUCT MEDIAN PER COUNTY OF RIVERSIDE STANDARD, — 400 L.F. 42 INSTALL THERMOPLASTIC TYPE IV (R) SYMBOL — 2 EA. 64 CONSTRUCT TRAFFIC SIGNAL DEVICE M .MATCH EXISTING CURB, SEE NOTE ON SHEET 2. PER CALTRANS STD. A24E. PER TRAFFIC SIGNAL PLAN, UNDER SEPERATE INDEX OF SHEETS+ COUNTY TRANSPORTATION PERMIT (951) 955-6790 PERMIT, U PLUS ALL PERMIT AGENCIES 17 CONSTRUCTION GUTTER DEPRESSION — "1 EA, 43 INSTALL THERMOPLASTIC 'TYPE IV (U SYMBOL — 7 EA. PER CALTRANS STD PLAN D78A, FOR OS, SUMP CONDITION. PER CALTRANS STD, A24,b. w a SHEET NO., DESCRIPTION z ¢ 20 '.CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=T — 1 EA. 46 INSTALL THERMOPLASTIC A,ROSS WALK, LIMIT LINES — 481 L.F. 1 Title Sheet U = PER CALTRANS STD PLAN D72A, PER COUNTY OF RIVERSIDE REQUIREMENTS. 2 NOTES w WITH FOSSIL FILTER. 3 DETAILS F. 3 47 INSTALL R7 -9A SIGN (NO PARKING BIKE LANE) 4 EA. 4 SECTIONS = w NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT PER PER COUNTY OF RIVERSIDE REQUIREMENTS. 5 PLAN AND PROFILE 0 �' IS FOR WORK WITHIN THE COUNTY OF RIVERSIDE z - 6 STRIPING PLAN AND DETAILS in a RIGHT OF WAY ONLY. 49 INSTALL R18 (RIGHT LANE MUST TURN RIGHT) — 1 EA, PER COUNTY OF RIVERSIDE REQUIREMENTS, D � 7II�� p WDID NO. 8 33C383767 CALTRANS ENCROACHMENT PERMIT 08 -18 -6 -CD -0553 O U 11 JI /� ���NOTE: PREPARED BY: #J��u�% -- -- Thomsen Engineering, Inc. BENCHMARK: MS 04335 L P. NO. 180043 SHEET NO. WORK CONTAINED WITHIN THESE PLANS -. _. ppOFESS1gw B g� 0 SHALL NOT COMMENCE UNTIL AN PAW (11lrror 0 / CIO) EngLneering, Land Planning RADII came BRASS IXsc M -W. 1963 COUNTY O F RIVE R 3 1 O E N �4' t� ° P ELEVA➢W = T464219, DAMg1 , 129 a ENCROACHMENT PERMIT AND/OR A "— — -- - C k lend Surveying AT ME INTERSECTCN W FORKS BOULEVARD ALESSANDRO BOULEVARD DIAL TWO WORKING GRADING PERMIT HAS BEEN ISSUED. - - m� m 590-1 W Central Ave Tel. IBM) BBs -g350 AND OLEANDER SSINE /63D61 24 FEET WEST w BEFORE DAYS BEFORE ._ - HO J3052 erce^cA W821 Fax (6211)ees-zan W RERBIs awLEVARD, 5 FEET swMW STREET IMPROVEMENT PLAN U YOU DIG YOU DIG / ISE NORMERLY END W A 12 91[11x 16 FEE) 0 . O F N IFR pial¢ mginea Signing tIHae phle is reNKK,b�e b 499Flg the amray e�.ae-so-m Pym i— ,r HEADWAL4 A BRASS 0% Yi IN THE TW DF 'rl'�ESHEET OF�$H T$ M CfU TOLL FREE 1-800-227-2600 and aceptablllly o1 the design Mem. M the sent o1 Swep rdes gang RFG IISM9 REVWpM 6HfEi91 4 & 6 i%IA ;-S%M. s� %'X,i��. - �'� Au,Li" 11/28/2018 eaHCREtE xEADWALL AM wwI¢D M -w 1g63 U a a A PUBLIC SERVICE BY after ay aNloMd odlninq cmMrRdim me prhal<Wgix AdlM MARK BY DATE APPR. DATE 9 or V1uFo4! ROBERT FILLMORE GREFE R.C.E. N0. 33052 DATE FOR: w.o. couNrY ELI a ¢ r alae Iv delermha ana Idle sduto and the msM REVISIONS CA SCALE: PROFICIENCY 215 LLC FILE N0. aE ¢ d UNDERGROUND SERVICE ALFRT O.dD the dl 9 W9 q ENGINEER CITY 62118- H: NA V; N/A SPECIAL NOTES, THE FOLLOWNG NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE MJPA DIRECTOR OF PUBLIC WORK'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE MARCH JPA WILL NOT BE HELD RESPONSIBLE FOR THEIR ENFORCEMENT. I. NEITHER THE OWNER OR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARM LESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL STREETS .AND UTILITIES ARE BUILT IN ACCORDANCE WITH THESE DRAWINGS, IF THERE IS ANY QUESTION REGARDING THESE DRAWINGS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 626-965-9350. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTINO BASINS, DIKES, SHORING, ETC) UNTIL SUCH TIME THAT THE PROJECT I S COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY, OR ASSOCIATIONS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 4. EXCEPT AS NOTED HEREON ALL UTILITY SERVICES WITHIN THIS DEVELOPMENT ARE UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL NOTIFY THE MARCH JPA, WESTERN MUNICIPAL WATER DISTRICT, AND RIVERSIDE COUNTY FLOOD CONTROL PRIOR TO STARTING WORK NEAR THEIR FACILITIES, AND SHALL COORDINATE HIS WORK WITH UNDERGROUND SERVICE ALERT FOR UTILITY MARK -OUT SERVICE, CALL 1 -800-227-2600, AT LEAST 2 WORKING DAYS PRIOR TO WORK. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE DRAWNGS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE .EXPENSE OF THE CONTRACTOR. 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 7. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE DRAWINGS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 8. WHERE TRENCHES ARE WITHIN 10 FEET OF FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS. 9. ALL WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING IS SUBJECT TO REMOVAL OR CORRECTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DAMAGES TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE FIELD ENGINEER AND THE MJPA PUBLIC WORKS DIRECTOR. 11. ALL EXISTING FENCES AND GATES WILL BE REMOVED AS A PART OF THE CURRENT PROJECT BY OTHERS. 12. THE SITE IS CURRENTLY BEING ALTERED BY THE ONGOING PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS AT THE TIME GRADING COMMENCES BY FIELD VISIT AND INTERVIEW OF OWNER'S REPRESENTATIVE. 13, THE QUANTITY ESTIMATE SHOWN HERON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BID AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES OR BY THE CONTRACTOR. 14, EXTENT OF REPAIR TO THE EXISTING ROADWAY PAVEMENT AND STRUCTURE, SUCH AS 0.15' AC GRINDING AND OVERLAY SHALL BE AS DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE BASED ON THE DAMAGED RESULTING FROM THE CONSTRUCTION OPERATIONS. PAVEMENT CONNECTION TO THE EXISTING SHOULD HAVE A SMOOTH RIDING CONNECTION. 15. EXISTING PAVEMENT AND STRIPING ALONG ALESSANDRO BLVD, DAMAGED OR DULL DUE TO CONSTRUCTION TRAFFIC WITHIN THE LIMITS OF WORK SHALL BE REPAIRED AND/OR REFRESHED AS DIRECTED BY THE MJPA PUBLIC WORKS DIRECTOR. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS, 0 a THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE DRAWINGS ARE DETERMINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES OR o STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ALL OTHER UTILITY LINES OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. 0 a THESE DRAWINGS DOES NOT RELIEVE THE CONTRACTORS AND SUBCONTRACTORS FROM RESPONSIBILITY FOR THE CORRECTION OF N ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. F ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE DRAWINGS SHALL CONDUCT THEIR Z OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 0 AND SUB- CONTRACTORS SHALL COMPLY NTH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT v OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS", w m THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR OR WTH THE STATE OF CALIFORNIA :3 DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". a a CONTRACTOR AGREES THAT HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS OF THE PROJECT, INCLUDING THE REQUIREMENTS OF THE STATE OF CALIFORNIA CONSTRUCTION GENERAL PERMIT AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 3 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS AND THE CITY OF PERRIS w FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING z LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. J M DC MIT NOTE. CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN a ciag ENCROACHMENT PERMIT AND/OR A o N GRADING PERMIT HAS BEEN ISSUED. > 0 0 The plate enqq'inw signing these plain o responsible form omnnq the ammy cr U TOLL FREE 1-800-227-2600 and aceeplabiity of the design teem. In the cent of disuetHmIes aimg fl Q A PUBLIC SERVICE BY otter dly gyrm a dxmg cesbuctim, the prrmte mgnm fall be MARK BY DATE a UNDERGROUND SERVICE ALERT respmstle fondetemmoti on meptotle sdution and rewng the dons la A by the city, ENGINEER GENERAL NOTES, I. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WTHIN COUNTY PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6790 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO RIVERSIDE COUNTY STANDARD NO. 1220, 1221 AND 1222. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, RECYCLED WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO RIVERSIDE COUNTY STANDARD NO, 206 AND/OR N0, 207A, AND COMPLY NTH THE ADA REQUIREMENTS, 8, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WTHIN THE STATE RIGHT-OF-WAY. 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION REGULATORY, GUIDE AND WARNING SIGNS WITH IN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE MJPA AND/OR COUNTY, A TRAFFIC CONTROL PLAN MUST BE SUBMITTED NTH APPROVED STREET PLAN TO THE PERMITS SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 10. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS TO BE TAKEN BY A LICENSED SOIL ENGINEERING COMPANY AND RESULTS TO BE SUBMITTED TO THE COUNTY TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE RESPECTIVELY, ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS, 12. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 13. LANDSCAPING SHALL BE CONSTRUCTED PER SEPARATE PLAN. 14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE NTH THE APPROVED STREET LIGHTING PLAN. 15. AS DETERMINED BY THE TRANSPORTATION DIRECTOR. THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY, BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 17. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM INPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) NTH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING. PLAN WTHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEETO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 19. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY, MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 20. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF RIVERSIDE AND / OR CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WTHIN THEIR RIGHT OF WAY OR JURISDICTION. 21. CONTRACTOR SHALL MATCH EXISTING MEDIAN CURBS, THIS INCLUDES HEIGHT, THICKNESS, BATTER, GUTTER WIDTH, SURFACE ELEVATION, ETC., EXCEPT WITHIN CALTRANS JURISDICTION. IN CALTRANS JURISDICTION, THE CURBS SHALL MATCH SURFACE ELEVATION. 22. ALL ITEMS OF WORK WITHIN CALTRANS JURISDICTION WERE INCORPORATED IN THESE DRAWINGS AT THE DIRECTIONS OF CALTRANS, NO CHANGES TO THE THE ITEMS OF WORK WTHIN CALTRANS JURISDICTION, WITHOUT WRITTEN APPROVAL OF CALTRANS. CALTRANS PAVING NOTES, 1. ALL WORKING WITHIN CALTRANS JURISDICTIONS SHALL BE IN ACCORDANCE NTH CALTRANS SPECIFICATION. 2. HOT MIX ASPHALT (HMA) SHALL BE TYPE A, WITH 3/4 -INCH AGGREGATE GRADATION AND PG 64-28 M ASPHALT BINDER, AND BE CONSTRUCTED IN LIFTS BETWEEN 0.20' AND 0,35' ACCORDING TO CALTRANS 2018 STANDARD SPECIFICATIONS SECTION 39 AND STANDARD SPECIAL PROVISION 39-2.02_N10-19-18_2018. 3. PRIME COAT SHALL BE APPLIED TO THE BASE PRIOR TO PLACING THE HOT MIX ASPHALT. PRIME COAT SHALL CONFORM TO CALTRANS STANDARD SPECIAL PROVISION 39-2.01C(3)(C). 4. TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT INCLUDING PLANE SURFACES, BETWEEN LAYERS OF HMA AND VERTICAL SURFACES OF CURBS, GUTTERS, AND CONSTRUCTION JOINTS. TACK COAT MUST COMPLY WITH THE SPECIFICATIONS FOR ASPHALTIC EMULSION IN STANDARD SPECIFICATIONS SECTION 94, "ASPHALTIC EMULSION", OR ASPHALT BINDER IN SECTION 92, "ASPHALTS". 5. RELATIVE COMPACTION OF 95 PERCENT SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 2.5 FEET BELOW THE FINISHED GRADE, FOR THE WIDTH OF THE TRAVELED WAY AND 3 FEET ON EACH SIDE ACCORDING TO STANDARD SPECIFICATIONS SECTION 19, "EARTHWORK". CONTROLLED LOW -STRENGTH MATERIAL (CLSM) SHALL COMPLY NTH STANDARD SPECIFICATIONS SECTION 19-3.01C(6), 19-3.02G AND 19.3.031, SLURRY CEMENT BACKFILL SHALL COMPLY WITH SECTION 19-3.021 AND 19-3.03F. NOTE: RE -COMPACTION AND PAVING EXTENDS TO THE SAW -CUT LINE, 6. AGGREGATE BASE (AD) SHOULD BE CLASS 2 AND CONSTRUCTED ACCORDING TO STANDARD SPECIFICATIONS SECTION 26, "AGGREGATE BASES". 7. PROPOSED PAVEMENT STRUCTURAL SECTION SHALL MATCH OR EXCEED EXISTING STRUCTURAL SECTION. CALTRANS ENCROACHMENT PERMIT N 08 -18 -6 -CD -0553 1530 1520 1510 N n STORM DRAIN LATERAL HOR2: 1' = 30' VERT: 1" = 3' 1' MIN. 2 TACK COAT, it o- I_ EX, PAVEMENT 4)-1' MIN. OVERLAY EXISTING A.C. PAVEMENT EXISTING BASE w C_ a w Cl. a� Z z 2 2 I=— w — 520 510 SUMP CONDITION 5 , PROPOSED CALTRANS ^� 'h CURB AND GUTTER PROPOSED CALTRANS 60 38 �h '.5 CURB AND GUTTER\ I ^ S,a 1.809 '-'�--r-------- I BOR a6 -SEE SHEET 6 pp �S w Z BLVD. R/W E:4.�y, �iV Isiw+rS v1 n COMPACTED MATERIAL �(�fi1 05% E-T,2�: 5�635R I ]att w o 1 TYPICAL A.C. PAVEMENT JOIN WIDE SIDEWALK Z 1� 1.1&/ 64 153421 Z 9a A(GI.7P }{` CIP DI, TYPE OS 21 t OF SHTS a N.T.S. RA\9F• aaaaaaaaama"'� u v1 0e0. m w 1 8" RCP S.D. PIPE PUBLICLY MAINTAINED � m . 1533,53 FS R/W ` m � 153425 FS Of a Z p Z a 0 v N ALESSANDRO BLVD. R/W -sin 5-4.659 �"' z STORM DRAIN MANHOLE, N 5n M 0 r N 89052"19" W O U w m w 1.3' S 89°56'33" W 415.12' 18" RCP S.D. PIPE CONNECTED a (] CATCH BASIN INLET DETAIL TO PRIVATE STORM DRAIN SYSTEM. PER DOC. CALTRANS R/W w C_ a w Cl. a� Z z 2 2 I=— w — 520 510 SUMP CONDITION 5 , PROPOSED CALTRANS ^� 'h CURB AND GUTTER PROPOSED CALTRANS 60 38 �h '.5 CURB AND GUTTER\ I ^ S,a 1.809 '-'�--r-------- I BOR a6 -SEE SHEET 6 pp �S OF 1M HOLD FLOWLINE PER DRAWING `CALTRANS TYPE 32-6 CURB AND GUTTER CURB AND GUTTER TRANSITION N.T.S. LEFT SIDE 1T 1.3Y--i53t.9BF ----— — — — — — — — — — — — — — — — — I - RIGHT SIDE CENTER LINE OF CURB RAMP N.T.S. ALESSANDRO BLVD. R/W E:4.�y, �iV Isiw+rS 447.34.41" is3i�s'r` (2 "\• 5� I ( z N.T.S. �(�fi1 05% E-T,2�: 5�635R I ]att '� R-10.00' E-4.12' t59A48S S-4.51, 153398 F2 61 20 n 5.75' WIDE SIDEWALK Z 1� 1.1&/ 64 153421 Q 0 > j U ' 9a A(GI.7P }{` CIP DI, TYPE OS 21 t OF SHTS 57 RA\9F• aaaaaaaaama"'� u v1 0e0. H= 4, %I ST. R/W \ 1 8" RCP S.D. PIPE PUBLICLY MAINTAINED _ . CALTRANS . 1533,53 FS R/W ` 411)29,18' 153425 FS jo U NOTE; �j�// \\��JJ �I ���UUU",Jff� RT WORK CONTAINED WITHIN THESE PLANS R-Ia.Do' CALTRANS R/W O -sin 5-4.659 �"' - III 22 STORM DRAIN MANHOLE, PUBLICLY MAINTAINED 40• PER DOC. N0. 2004-0852536 ,I, o BEFORE DAYS BEFORE , RECORDED 10/28/2004 18" RCP S.D. PIPE CONNECTED > YOU DIG YOU DIG (] CATCH BASIN INLET DETAIL TO PRIVATE STORM DRAIN SYSTEM. PER DOC. NO. 2004-0852536 IY U TOLL FREE 1-800-227-2600 and aaeptebRy o1 the deogn hum In the Bred d d'mxepaNue aaig STA: 6+40.88 U RECORDED 10/28/2004 DRIVEWAY DI SCALE: 1"=10' 4 a UNDERGROUND SERVICE ALERT responbeindelamhnngm mcwtable sdubm and reAsng the plms kr REVISIONS ENGINEER STA: 6+40 SCALE: 1"=10' NOTE: 1) FOR STRIPING SEE SHEET 6 2) FOR TRAFFIC SIGNAL DEVICES, ;G COUNTY OF RIVERSIDE TYPE A-8 CURB AND GUTTER INCLUDING ROS LK DE H 11 ON OR EXISTING CURB AND GUTTER /i.!i� TRAFFIC SIGNAL P01-E.SEE TRAFFIC 5%tI P-Acl, UW06R 6EPINg"F PERMIT. OF 1M HOLD FLOWLINE PER DRAWING `CALTRANS TYPE 32-6 CURB AND GUTTER CURB AND GUTTER TRANSITION N.T.S. LEFT SIDE 1T 1.3Y--i53t.9BF ----— — — — — — — — — — — — — — — — — I - RIGHT SIDE CENTER LINE OF CURB RAMP N.T.S. all VARIES 60 I A` DETAIL 60 MPH .531.58 "40 w CALTRANS R/W DETAIL = O 4 z N.T.S. BY: Thomsen Engineering, Inc. Civil E Snettvering. Land Planning " 690-1 R Central Ave Tel. (am) 805-9950 arta, CA 92821. Fax (826) 965-2329 11/28/2018 130BERT FILLMORE GREFE R.C.E. NO, 33052 DATE inn L1.22' 6.'15%. a L42.2Gli.3s 5-6888 Z 1� 6.$l / Q 0 > j U ' o OF SHTS 57 DATE FOR: PROFICIENCY 215 LLC �� c0UNry A FILE N O -� SCALE H:AS—SHOWNV: N/A jo U NOTE; �j�// \\��JJ �I ���UUU",Jff� RT WORK CONTAINED WITHIN THESE PLANS e 11Int O SHALL NOT COMMENCE UNTIL AN U a PERMIT AND/OR A DIALENCROACHMENT TWO WORKING GRADING PERMIT HAS: BEEN ISSUED. o BEFORE DAYS BEFORE , > YOU DIG YOU DIG (] 0 P_ The (!rete Tonear seniq tune PPons Ie responsible for oxurng the KWIRy Q G 1 Aevl;e MtbN,AM DornN. Pf9CAl 5. IY U TOLL FREE 1-800-227-2600 and aaeptebRy o1 the deogn hum In the Bred d d'mxepaNue aaig U (L ¢ A PUBLIC SERVICE BY after aty 4Poval a dnhg amstrvdim, the pr'Nan eregnear shall be MARK BY DATE Out 4 a UNDERGROUND SERVICE ALERT responbeindelamhnngm mcwtable sdubm and reAsng the plms kr REVISIONS ENGINEER Ilaraelb the dt. all VARIES 60 I I MJPA CONSTRUCTION NOTES, 11 CONSTRUCT 4" THICK SIDEWALK PER CALTRANS SPECIFICATINS AND PER COUNTY OF RIVERSIDE STD NO 400. 12 CONSTRUCT ACCESS RAMP, CASE CM SEE CALTRANS STD PLAN A88A FOR NOTES 15 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH: SEE COUNTY OF RIVERSIDE STD NO 207A, 209 FOR SPEC AND AS MODIFIED BY THESE DRAWINGS. 16 CONSTRUCT MEDIAN PER COUNTY OF RIVERSIDE STANDARD, MATCH EXISTING CURB, SEE NOTE ON \1 SHEET 2. &_CONSTRUCTION GUTTER DEPRESSION PER CALTRANS STD PLAN D78A, FOR OS, SUMP CONDITION. 20 CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=7' PER CALTRANS STD PLAN D72A, WITH FOSSIL FILTER. 21 CONSTRUCT 18" RCP, 2000D STORM DRAIN PIPE. 22 CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT .STD DWG MH251. 46 INSTALL THERMOPLASTIC CROSS WALK, LIMIT LINES PER COUNTY OF RIVERSIDE REQUIREMENTS. 60 CONSTRUCT CURB AND GUTTER TYPE 82-6 PER CALTRANS STD PLAN A87A. @__CONSTRUCT CURB TYPE Al -6 PER CALTRANS. STD PLAN A87A, 62 CONSTRUCT TRANSITION CURB FROM CALTRANS CURB BATTER TO COUNTY CURB BATTER, L=5' SEE DETAIL ON SHEET 3. (9—CONSTRUCT TRAFFIC SIGNAL DEVICE PER TRAFFIC SIGNAL PLAN, UNDER SEPERATE PERMIT. LINE OF SIGHT DESIGN SPEED = SCALE: 1"=60' A` DETAIL 60 MPH .531.58 "40 0 153525 EL 153552 EC 4 PREPARED 62338_ BY: Thomsen Engineering, Inc. Civil E Snettvering. Land Planning " 690-1 R Central Ave Tel. (am) 805-9950 arta, CA 92821. Fax (826) 965-2329 11/28/2018 130BERT FILLMORE GREFE R.C.E. NO, 33052 DATE N wwI 0 0 Z1I L1.22' 6.'15%. v00 L42.2Gli.3s 5-6888 Z 1� 6.$l / Q 0 > j U ' �KI I MJPA CONSTRUCTION NOTES, 11 CONSTRUCT 4" THICK SIDEWALK PER CALTRANS SPECIFICATINS AND PER COUNTY OF RIVERSIDE STD NO 400. 12 CONSTRUCT ACCESS RAMP, CASE CM SEE CALTRANS STD PLAN A88A FOR NOTES 15 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH: SEE COUNTY OF RIVERSIDE STD NO 207A, 209 FOR SPEC AND AS MODIFIED BY THESE DRAWINGS. 16 CONSTRUCT MEDIAN PER COUNTY OF RIVERSIDE STANDARD, MATCH EXISTING CURB, SEE NOTE ON \1 SHEET 2. &_CONSTRUCTION GUTTER DEPRESSION PER CALTRANS STD PLAN D78A, FOR OS, SUMP CONDITION. 20 CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=7' PER CALTRANS STD PLAN D72A, WITH FOSSIL FILTER. 21 CONSTRUCT 18" RCP, 2000D STORM DRAIN PIPE. 22 CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT .STD DWG MH251. 46 INSTALL THERMOPLASTIC CROSS WALK, LIMIT LINES PER COUNTY OF RIVERSIDE REQUIREMENTS. 60 CONSTRUCT CURB AND GUTTER TYPE 82-6 PER CALTRANS STD PLAN A87A. @__CONSTRUCT CURB TYPE Al -6 PER CALTRANS. STD PLAN A87A, 62 CONSTRUCT TRANSITION CURB FROM CALTRANS CURB BATTER TO COUNTY CURB BATTER, L=5' SEE DETAIL ON SHEET 3. (9—CONSTRUCT TRAFFIC SIGNAL DEVICE PER TRAFFIC SIGNAL PLAN, UNDER SEPERATE PERMIT. LINE OF SIGHT DESIGN SPEED = SCALE: 1"=60' A` DETAIL 60 MPH .. CALTRANS ENCROACHMENT PERMIT # 08-18-6—CO-0553 �0 Essl `,gi9`\f111^6r�C^Fyc go 2 ND. 3J052 f C1V1` N\P PREPARED 62338_ BY: Thomsen Engineering, Inc. Civil E Snettvering. Land Planning " 690-1 R Central Ave Tel. (am) 805-9950 arta, CA 92821. Fax (826) 965-2329 11/28/2018 130BERT FILLMORE GREFE R.C.E. NO, 33052 DATE BENCHMARK: UVVAMB DE �i46 ,2TY 2 19, DA ASS Y W30. f963 93 AT WE INTERSECMN 0F RRINS MUVARD AND HANDER IRRIDCE 1539SA 24 RET WEST DIE PERRM BMXV RD: A51MET 2 IN S(. 48 iF£i HEADWALL; ABRASS d%4iIX MF 1W OF CadaETEHEADWAUAND w DII1983 MS 04335 1. P. NO. 180043 SHEET NO. COUNTY O F RIVER 3 1 D E ALESSANDRO BOULEVARD STREET �r,�1V4'C11'4EN PLAN DETAIL$ 3 OF SHTS DATE FOR: PROFICIENCY 215 LLC W.O. c0UNry A FILE N O -� SCALE H:AS—SHOWNV: N/A CITYilnA Faw CONSTCTION R/W A SURVEY CL SECTION LINE CITY OF COUNTY OF RIVERSIDE RIVERSIDE 12.00' 12,00' 1400' 12.00' 1 W2 00' LANE LA LE ANE PAVEMENT MEDIAN�STAMP CONCRETES 1-1/2" THICK a. %� JOIN�� "� 16 i6 -JOIN (i)%_ ----- ---- PROPOSED ELECTRICAL 13 f1 10 0/ e'CONDUITS PER S.C.E. PLANS EXISTING TELEPHONE CONDUITS. EXISTING STREET LIGHTS CONDUITS. TYPICAL ALESSANDRO BLVD. SECTION STA. 9+80 SCALE: 1" = 10' CONSTRUCTION �r R/W 152.00 ALESSANDR( Ar SURVEY CL SECTION LINE 50.00' 23' CITY OF -RIVERSIDE CALTRANS 1 1-1/2" THICK MEDIANS STAMP CONCRETE tel .D 63 \ 63 2 " ,JOIN 1 14 � a w a z 0 z w � F = w V n z ¢ J DD C7A Z O C �wm DIAL T WO w BEFORE YOU DIG � To. 0 't TOLL FREE 1-800-227-2 CL a a UNDERGROUND SERVICE BY I3 TYPICAL ALESSANDRO BLVD, SECTION STA 5+89 TO STA. 7+93 SCALE: 1" = 10' SDEWAO( b. 1.5% [a CALTRANS R/W LINE 1.3' AT STA: 5+89 0.4' AT STA: 7+93 SEE DETAIL ON SHEET 3 60 Q "EXISTING STREET -PRIVATE FIRE LIGHTS CONDUITS. PIPELINE NOTES PER RIVERSIDE STANDARD NO. 114: 1) URBAN ARTERIAL HIGHWAY (152' R/W) STANDARD NO. 91. 2) TRAFFIC INDEX PER STANDARD NO. 114 IS 10.0 3) R -VALUE PER ON-SITE SOIL REPORT IS 24 4) DESIGN SPEED IS 60 MPH (WEST BOUND POSTED AT 55 MPH, EAST BOUND IS NOT POSTED). afle tiltr appall a drag croslruclian, the prnale agirea shall Ee MARKBY W respansHe kr detamnhg m aac�la5le sdulim and rrnsng the plws h mamd 5T ill dlv. ENGINEER REVISIONS CONSTRUCTION R/W tl 52.00' Ar SURVEY CL SECTION LINE 50.00' 23' COUNTY OF CITY OF RIVERSIDE RIVERSIDE CITY OF MORENO VALLEY 4' 11.00' EXISTING MEDIAN, EFT NRNLANE 1-1/2" THICK EX. NEW R/W R/W TO BE DEDICATED SIDEWALK ,(25 I, 1.5% SLOPE; 11 Fv �'' VJ ILARIES) r`\I iLL MIN_ I 4, LSR i. 0 , 10 y p EXISTING WMWD 12" WATER PROPOSED STREET --'LIGHTS CONDUITS. PROPOSED ELECTRICAL CONDUITS ' PER S.C.E. PLANS te PROPOSED TELEPHONE CONDUIT ON PRIVATE PROPERTY PER FRONTIER PLANS TYPICAL ALESSANDRO BLVD. SECTION STA: 12+10 TO STA: 13+20 SCALE: 1" = 10' CONSTRUCTION NOTES O1 --PROTECT ITEM IN PLACE. 2o- SAWCUT AND REMOVE ITEM. 10 CONSTRUCT CURB AND GUTTER TYPE A-8 PER COUNTY OF RIVERSIDE STD NO 201. 11 CONSTRUCT 4" THICK SIDEWALK PER CALTRANS SPECIFICATINS AND PER COUNTY OF RIVERSIDE STD NO 400. 13 CONSTRUCT 5-1/2" A.C. OVER 9" A.B. OR EXCEED EXISTING STRUCTURAL SECTION, OR PER SOIL ENGINEERS REQUIREMENTS. 14 COLD PLANE EXISTING A.C. PAVEMENT AND OVERLAY AND SEAL 1-1/2" THICK A.C. PAVEMENT. 16 CONSTRUCT MEDIAN PER COUNTY OF RIVERSIDE STANDARD, MATCH EXISTING CURB, SEE NOTE ON SHEET 2. 25 SEE LANDSCAPE PLAN FOR INFORMATION, UNDER SEPERATE PERMIT. 60 CONSTRUCT CURB AND GUTTER TYPE 52-6 PER CALTRANS STD PLAN A87A. 63 CONSTRUCT CALTRANS CURB TYPE 61, PER CALTRANS STD PLAN A87A. CALTRANS ENCROACHMENT PERMIT N 03 -18 -6 -CD -0553 MS 04335 I. P. NO. 180043 SHEET NO. COUNTY OF RIVERSIDE 4 FREEWAY BUSINESS CENTER STREET IMPROVEMENT PLAN SECTIONS OFfLSHT< 215 LLC NO. QRp1Ess( Eq z m' N0. 37052- �Q IV I \�' / or LAUFd�`+' ^«^^�" �'•Thomsen Engineering, Inc. Clhl EnBlneering. I nd Pknning 8 laM 9uraeyiog 580-1 W Central Ave TeL (528) 885 -nn Bn4 CA 82521 Fax (825) 856-2390 r � " "•^ 11/28/2018 ROBERT FILLMORE GREFE R.C.E. NO. 33052 DATE 82338_ BENCHMARK: RIWRSIDE 1145 BRA55 TUM1a AT ME MI • MC& DAVM • 0 AR AT IRE I51ER5EC11W Df P k N FET WE AND ERRIS B IBPoDC. A5 FEE N N 5E51 M PER95 5WIENO O 55 2 M SWM V TIE NORI A B ENO 0 A TIN T E T FEET SEAOWn11; A 5RA55 AND YT M M 30 Of Ld4RER XEIDNNI AND YNMfD Y -YJ 1951 s I DATE SCALE: u -AS SHOWN\n N/A CALTRANS ENCROACHMENT PERMIT N 03 -18 -6 -CD -0553 MS 04335 I. P. NO. 180043 SHEET NO. COUNTY OF RIVERSIDE 4 FREEWAY BUSINESS CENTER STREET IMPROVEMENT PLAN SECTIONS OFfLSHT< 215 LLC NO. CURVE TABLE NO, DELTA RADIUS LENGTH TANGENT Ct 001054'42" 3448.00' 115.04' 57.52' C2 090000'00" 15.00' 23.56' 15.00' C3 090000100" 10.00' 15.71' 10.00' C4 010°41'58" 50.00' 9.34' 4.68' C5 010°41'55" 180.00' 33.61' 16.85' C6 005°42'54• 999.43' 99.69' 49.89' C7 005°42'42' 1000.00' 99.69' 49.89' C8 074008'53' 50.00' 64.71' 37.78' C9 019°02'33" 180.00' 59.82' 30.19' C10 019°02'33" 180.00' 59.82' 30.19' Cli 009631'19" 485.00' 80.60' 40.39' C12 170°28'41" 2.50' 7.44' 30.02' C13-- 014°48.24" 180.00' 46.52' 23.39' C14 014.48'24' 180.00' 46.32' 23.39' C15 160°00'00^ 1,75' 5.50' INFINITY C16 013°32'12" 180.00' 42.53' 21.36' C17 013°40'47" 180.00' 42.98' 21.59' C18 179°42'48" 6.31' 19.80' 2524.51' TANGENT TABLE NO. BEARING DISTANCE L1 S890 51' 58"E 36.32' L2 SOO° 08' 02"W 5.00' L3 N00° 08' 02"E 6.00' L4 S890 51' 58"E - 1.75' L5 S89° 52' 01"E 78.77' L6 S840 09' 16"E 20.80' L7 S890 51' 58"E 150.11' L8 N899 51' 58"W 43.50' L9 N890 51' 58"W 23.40' L10 S89° 51' 580E 119.39' L/1 N89° 51' 58"W 200.92' L12 S890 57' 31"W 285.64' L13 S880 12' 51"W 140.73' 154 W: 15' "IS 15, \\ 1 Exh3nNG 72^ CP MAINTAINED E Y CALTRANS E ISTING 2mD/ VEWAY � � \ Z� '. RECORDED 10/28/2004 •_. CONSTRUCTION NEW OC. N----------- 2002-347891 PER DOC. NO. t}-�-I 3 - Qr n �- 1- o SEE DETAIL ON SHEET 3 -w3A 140. 33052 N +-'-__- 4 Y , CONSTRUCT CURB AND GUTTER TYPE A-8 t _; 2a- SAWCUT AND REMOVE ITEM. H F -- PER COUNTY OF RIVERSIDE STD NO 201. -�- < �'f' - i -t= i i- -+. GRAPHIC SCALE INDICATED ON DRAWLING. CONSTRUCT TRANSITION CURB FROM CALTRANS I I T-- S I -t_ -- RIVE#�SIO i Z1 C � < Ine6 40 T4 n J I53'2.52 R •P �� JU;RISDIn, 153269a a - 5 PB(1532>Mfi115]3.27 CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=7' 63 CONSTRUCT CALTRANS CURB TYPE B1-6, OR PER SOIL ENGINEERS REQUIREMENTS PER CALTRANS STD PLAN D72A PER CALTRANS STD PLAN A87A. -- +-L_y -Trt ! -+- --�--� - - - y -i--+-?- l -� �-_+-_ _ F -�-- -- _ -T- - rt t' --L--� - y l -+ =J_ -I __iT-( r -=_ _ l Y -l_ _. `�--r - - - _J_-1.lUR SLICTG01L -t-t-r1- - -1--;-T-�---� Ta'C 1 - -1 ENCROACHMENT PERMIT AND/OR A + r 1 1 _. --i- iw{- r t-- -- .� rn-I-i-"- - r "i'--$--��_ BEFORE DAYS BEFORE + __ --I L -L- I - C7JON �-- _ t _-JLI131SM0=VANtE -r-'- i _ 0 e- Of U fie pdwle mqmar signing Dae en iS rcpm9Lle N Well the Owl of the da'gn hum. 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O _4 4_ ! -4 T _ l _ _ _LDWLINE 5, CUB GUT7 R_ AN, ON-- �; I 1 _ I T I _ -r _ 7 I EXISTING T P 81 CURB l o_ + _J_y._I._. 1 T11.2{,1� .1� li D(21VE AY1- i IZIRi _ 1v� j�- } m- _ TT _�_1 i i RIVEWAi UL 33 4 �I'T e r T 1 -B. C A l r a n n - 4n 17 40 44 4A \\ 1 Exh3nNG 72^ CP MAINTAINED E Y CALTRANS E ISTING 2mD/ VEWAY � � \ Yf S�TION LIN CITY OF RIVERSIDE - STAMPED CONCRETEE ^ CALTRANS Z x \ 14, 75 P(JLE < Pit 5 w� a� 0 wm F II ulz ♦ 3• np Nm �0 m^p m�J 6 mN NYJ _V) yCJ OO Ed 'G 0•iA� m0 Z SCALE: 1 "=40' II 3 MI (I $ 'rs a ^ + + �m upi '° F k m <r71 20 �• v�i41 OtGD = 3.9 CFS R's PER DOC. NO. 2004-0852536 Vim = 4.4 FPS Z� '. RECORDED 10/28/2004 j CONSTRUCTION NEW OC. N----------- 2002-347891 PER DOC. NO. 3 - Qr n \�- - o SEE DETAIL ON SHEET 3 -w3A 140. 33052 N RECORDED 4 Y U CONSTRUCT CURB AND GUTTER TYPE A-8 "O 2a- SAWCUT AND REMOVE ITEM. 61 i APPR. DATE PER COUNTY OF RIVERSIDE STD NO 201. MI�LTRA- < NF S a T7 L1 GRAPHIC SCALE INDICATED ON DRAWLING. CONSTRUCT TRANSITION CURB FROM CALTRANS '0 3IN ° °D 40 °0 '.i MEDIAN PER COUNTY OF RIVERSIDE STANDARD, &- PROPOSED UTILITY, UNDER SEPERATE PERMIT. Z1 153349 ES � < Ine6 40 T4 n J I53'2.52 R •P �� CURB \ WTTEprl�-N 153269a a - 5 PB(1532>Mfi115]3.27 CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=7' 63 CONSTRUCT CALTRANS CURB TYPE B1-6, OR PER SOIL ENGINEERS REQUIREMENTS PER CALTRANS STD PLAN D72A PER CALTRANS STD PLAN A87A. Yf S�TION LIN CITY OF RIVERSIDE - STAMPED CONCRETEE ^ CALTRANS Z x \ 14, 75 P(JLE < Pit 5 w� a� 0 wm F II ulz ♦ 3• np Nm �0 m^p m�J 6 mN NYJ _V) yCJ OO Ed 'G 0•iA� m0 Z SCALE: 1 "=40' II 3 MI (I $ 'rs a ^ + + �m upi '° F k m <r71 20 �• v�i41 OtGD = 3.9 CFS R's PER DOC. NO. 2004-0852536 Vim = 4.4 FPS DESIGN SPEED - 60 MPH T _ O <r �xxxx O / Fp f- STAMPED CONCRETE COUNTY OF RIVERSID isR 1 13 '°A' e B `%LJ D XNM 19+99.5! L LT x^ m 63 1 FS o I Isase9 s '+I JI r 3 Gsmos>is•I 8 PB 3 1�1 2 n r` 2 SIGN 3 I 62 v 10 14 F� C 5 TMH TMH 5PPI =N �. a .'x \:1?� 1' 3 -l. 4 A ✓ ), sFi f Fr -WIDE 3 N E ' CE 1 E CALTRANS R/W, END °O, ® tip) Ee RIVEWAY u m E .. a M SEE pETAIL ..J - IS R/W wm ��Esl ON SHT.3 mmuzarc;Gusua urc urcurcuo: rc u�u wmm. mm�b w `, Is u m se m w w m m m a in m m, m w b b YIA'J a T.l b b b b .n a. r'� nj R/W mpg N OY• pVl p'A 4p 11 'flp np mON 0,G ,7 ,A (GmIG Oiq f)II m p� N< O O: N CMINm� M,� n,riY wIn NIA CJ ed Vj LV$•'Np fV��rr70 ,0 'll NO'ie n^P �OUJi I'Odl O� m uOID 'OT ,G + e + + ++! + + + + + + + + + g VALVES n n •F m �� W W m a N On W OI O p O O O , aD �' 6 TMH 15 EMH 6 PER DOC. NO. Z� '. RECORDED 10/28/2004 j CONSTRUCTION NEW OC. N----------- 2002-347891 PER DOC. NO. NOTESI Qr n _______ REGORGED 06/26/2002 g o SEE DETAIL ON SHEET 3 -w3A 140. 33052 1a -PROTECT ITEM IN PLACE. RECORDED ______ Y U CONSTRUCT CURB AND GUTTER TYPE A-8 "O 2a- SAWCUT AND REMOVE ITEM. 61 CONSTRUCT CURB TYPE A1-6 APPR. DATE PER COUNTY OF RIVERSIDE STD NO 201. REVISIONS < PER CALTRANS STD PLAN A87A. 3o- RELOCATE EXISTING IIDEM TO SIDEWALK OR AS GRAPHIC SCALE INDICATED ON DRAWLING. CONSTRUCT TRANSITION CURB FROM CALTRANS '0 3IN ° °D 40 °0 1°0 S&ADJUST ITEM/RIM TO GRADE. MEDIAN PER COUNTY OF RIVERSIDE STANDARD, &- PROPOSED UTILITY, UNDER SEPERATE PERMIT. Z1 1N FEET) < Ine6 40 T4 -REMOVE ITEM AS NOTED. J CONSTRUCT 5-1/2" A.C. OVER 9" 9o- ITEM TO BE REMOVE BY OWNER. �� o SECTION, 20 CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=7' 63 CONSTRUCT CALTRANS CURB TYPE B1-6, OR PER SOIL ENGINEERS REQUIREMENTS PER CALTRANS STD PLAN D72A PER CALTRANS STD PLAN A87A. �I NMI � WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN < DIAL ENCROACHMENT PERMIT AND/OR A Two wORKINc GRADING PERMIT HAS BEEN .ISSUED. o W BEFORE DAYS BEFORE YOU DIG YOU DIG 0 e- Of U fie pdwle mqmar signing Dae en iS rcpm9Lle N Well the Owl of the da'gn hum. N the dwepawes - TOLL FREE 1-800-227-2600 and acryto71A2 reel of mpg a < < a A PUBLIC SERVICE BY oha oil. WPm9l a dung crostnclim, the prrmle m9nm 9ml be MARK re.Pms6M W delmnNn9 m mcWlaGe Wulim endrei9ng he pees h BY DA E UNDERGROUND SERVICE ALERT vAl bv the dtIl ENGINEER DESIGN SPEED - 60 MPH T _ O <r �xxxx O / Fp f- STAMPED CONCRETE COUNTY OF RIVERSID isR 1 13 '°A' e B `%LJ D XNM 19+99.5! L LT x^ m 63 1 FS o I Isase9 s '+I JI r 3 Gsmos>is•I 8 PB 3 1�1 2 n r` 2 SIGN 3 I 62 v 10 14 F� C 5 TMH TMH 5PPI =N �. a .'x \:1?� 1' 3 -l. 4 A ✓ ), sFi f Fr -WIDE 3 N E ' CE 1 E CALTRANS R/W, END °O, ® tip) Ee RIVEWAY u m E .. a M SEE pETAIL ..J - IS R/W wm ��Esl ON SHT.3 mmuzarc;Gusua urc urcurcuo: rc u�u wmm. mm�b w `, Is u m se m w w m m m a in m m, m w b b YIA'J a T.l b b b b .n a. r'� nj R/W mpg N OY• pVl p'A 4p 11 'flp np mON 0,G ,7 ,A (GmIG Oiq f)II m p� N< O O: N CMINm� M,� n,riY wIn NIA CJ ed Vj LV$•'Np fV��rr70 ,0 'll NO'ie n^P �OUJi I'Odl O� m uOID 'OT ,G + e + + ++! + + + + + + + + + g VALVES n n •F m �� W W m a N On W OI O p O O O , aD �' 6 TMH 15 EMH 6 PER DOC. NO. WITH FOSSIL FILTER. - 14 COLD PLANE EXISTING A.C. PAVEMENT AND OVERLAY FOR LINE OF SIGHT ALESSANDRO BLVD. NEW OC. N----------- 2002-347891 PER DOC. NO. Qr n _______ REGORGED 06/26/2002 SEE DETAIL ON SHEET 3 140. 33052 Been, CA 92851 Pax (ON) 556-2399 RECORDED ______ 10 CONSTRUCT CURB AND GUTTER TYPE A-8 15 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH: 61 CONSTRUCT CURB TYPE A1-6 APPR. DATE PER COUNTY OF RIVERSIDE STD NO 201. REVISIONS SEE COUNTY OF RIVERSIDE STD NO 207A, 209 FOR PER CALTRANS STD PLAN A87A. 11 CONSTRUCT 4" THICK SIDEWALK PER CALTRANS SPEC AND AS MODIFIED BY THESE DRAWINGS. 62 CONSTRUCT TRANSITION CURB FROM CALTRANS SPECIFICATINS AND PER COUNTY OF RIVERSIDE STD NO 400. 18 -CONSTRUCT MEDIAN PER COUNTY OF RIVERSIDE STANDARD, CURB BATTER TO COUNTY CURB BATTER, L=5' MATCH EXISTING CURB, SEE NOTE ON SHEET 2. SEE DETAIL ON SHEET 3. 13 CONSTRUCT 5-1/2" A.C. OVER 9" A.B. OR EXCEED EXISTING STRUCTURAL SECTION, 20 CONSTRUCT CIP DRAINAGE INLET, TYPE OS; H=7' 63 CONSTRUCT CALTRANS CURB TYPE B1-6, OR PER SOIL ENGINEERS REQUIREMENTS PER CALTRANS STD PLAN D72A PER CALTRANS STD PLAN A87A. WITH FOSSIL FILTER. - 14 COLD PLANE EXISTING A.C. PAVEMENT AND OVERLAY AND SEAL 1-1/2" THICK A.C. PAVEMENT. 21 CONSTRUCT 18" RCP, 2000D STORM DRAIN PIPE. e �1Lss1 gtI IWILa (f, PREPARED BY: Thomsen Engineering, Inc. C6W1 ped Manning 8 Land Suanlyin8 Qr n 690-1 R Centaal A" hL %6) 585-9350 140. 33052 Been, CA 92851 Pax (ON) 556-2399 d Q/ _i.e�-4./df-1LF 11/28/2018 J Kplme - / A }-S'-6 or ipul� APPR. DATE ROBERT FILLMORE GREFE R.C.E. NO. 33052 DATE REVISIONS CITY82338_ .14:823]8(3£!- tal_1•-151109.t1 540 535 540 530 1525 SCALE: 1" = 40' SCALE: 1" . 4' 1� \ JUN N IMPROVEMENT PLAN FOR OLD 215 FRONTAGE RD. PROJECT # PEN16-0084 CALTRANS ENCROACHMENT PERMIT # 08 -18 -6 -CD -0553 BENCHMARK: MIS 04335 L P. NO. 180043 SHEET NO. RNFA90E DLIII GRAM DSI( M-Sk 1963 COUNTY O F R I V E R S I D E 5 UVAMM • 1461.219. DATMJ " NVAD 29 AT THE 111 D 0011 DE 1131R6 BOtAk ALESSANDRO BOULEVARD AND DEINDER (ERD.•.E R306k 24 RET WO V PERKS BUREVARD 55 RET n"IN OF STREET IMPROVEMENT PLAN 111E MORNRLY DO tF A 12 MDI x18 RET HEADWALL; A BRASS DSM SET M ME TOP d DONCREX NEADWAl AND 16011,11)M-30 1963 PLAN AND PROFILE oF� sHTs FOR: W.O. COU SCALE: NTY�-�� _ H: 1 40' V; N/A PROFICIENCY 215 LLC FILE 140. N CITY OF RIVERSIDE O \ CALTRANS — — — — — — _ _ — — s_ — — — — — — — — ,,_ ,CITY OF RIVERSIDE �_ _ ISTING STRIPING 33 AT EXISTING LOCATION / CALTRANS 43 4 5 6 7 SIGNALIZED INTERSECTION, 52 98' NO MODIFICATION 30 e _ "_ _� 30 N N 37 — 1 I \ BIKE 53 ' 53 LANE = n m a z s 1 aGw p0- (vw g. W U O N Lll A v J` / NOTE: 1) FOR UNE OF SIGHT SEE DETAIL ON SHEET 3 l 2) AT THE REGIVEST OF CALTRANS CHECKER, J STRIPING START AND END STATIONS WERE ADDED TO THE DRAWIVG. CONTRACTOR SMALL \ VERIFY START AND END OF STRIPS. 11 i\ 1"=40' GRAPHIC SCALE .0 a w40e m ( IN HET) 7 1 IPch - 40 fl EXISTING SIGNALIZED INTERSECTION, -------� MODIFICATIONS PER I DRIVEWAY I SEPARATE PLAN �1 1 1 N 54 _7�_j 14'���100 LF. AT E%. LOCATON 43 14 LF 36 43 _ OLD 215 FRONTAGE RD. Z, LOCATON �yEXISTING STRIPING - -- -- VJ CITY OF RIVERSIDE 92 -. — — — — 92•�� ,COUNTY OF RIVERSIDE 43 43 — — — 4-— z� 250 LE 36 SIGNAAL�IZED INTERSECTIORv loo LF 36 N 50 LF 35 L- COUNTY a 117 +2o LF 36 45 MODIFIATIONS PER — - 100 LF 36 iv 50 LF 35 OF N 120 LF 36 N SEPARATE PLAN 100 LF 78 N —44 160 LF Q6 (V 42 CALTRANS RIVERSIDE :::. ..—...__._. :.. ;:::.:: :: :o-. 4.7: : + •"' :: .. .s .. e `m,_ ... i::.t:... EWSTRIPI STRIPING PER M R N VALLEYY OLD 215 ROAD IMPROVEMENT TPL N $ /CALTRANS 4COUNTY OF RIVERSIDE MJPA DRIVEWAY 53 LANE MJPA — _ BIKE 53 53 LANE �R/W (CARS ONLY) 53 BIKE d w .n mR/W n a n m z n W _— — a7 ON ST. LIGHTT —`- — — , 'j'. '(•. \ / ER DOC. NO. 2004-085253 1" m m z '9' m m � °i � O1 rc� 49 pa �R/ W } ki +w a l:w +w ECORDED 10/28/2004 55 mrc� `� a�0 0 v mm Ml R/W oma m� Sa la-� +w F + +z .0- PER DOC. NO. a$ SS + N� 4 0 N4 NF � +�WaNEW R/W� 2002-34789190 RECORDED 06/26/2002 � m J NN ® T \1 1 OLD 215 FRONTAGE RD. N ALESSANDRO BLVD SEE IMPROVEMENTS PLAN CONSTRUCTION NOTES, SIGNING AND STRIPING GENERAL NOTES, 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF 10-- PROTECT ITEM IN PLACE. COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM 30 PAINT STRIPING PER CALTRANS DETAIL 12, A20A TRAFFIC CONTROL DEVICES. (LANELINE W/ PAVEMENT MARKERS). - 33 PAINT STRIPING PER CALTRANS DETAIL 29, A208 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE (MEDIAN ISLANDS). REFLECTORIZED AND IN STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS 35 INSTALL THERMOPLASTIC STRIPING PER CALTRANS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. - DETAIL 38, A20D 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, (CHANNELIZING LINE W/ PAVEMENT MARKERS). PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN 36 INSTALL THERMOPLASTIC STRIPING PER CALTRANS ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER, DETAIL 38A, A20D WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY (CHANNELIZING LINE). - SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 37 INSTALL THE RM OPLASTI CSTRIPING PER CALTRANS DETAIL 39, A20D (BIKE LANE). 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 38 INSTALL THERMOPLASTIC STRIPING PER CALTRANS DETAIL 39A, A200 (INTERSECTION LINE, BIKE LANE). 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK -- -- - LINE SEPARATING THE YELLOW STRIPES. 42 INSTALL THERMOPLASTIC TYPE IV (R) SYMBOL PER CALTRANS STD. A24B. - 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS 43 INSTALL THERMOPLASTIC TYPE IV (L) SYMBOL PER CALTRANS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE STD, A24B. ENGINEER. 46 INSTALL THERMOPLASTIC CROSS WALK, LIMIT LINES 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND PER COUNTY OF RIVERSIDE REQUIREMENTS. STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL 47 INSTALL R7 -9A SIGN (NO PARKING BIKE LANE) OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. PER PER COUNTY OF RIVERSIDE REQUIREMENTS. 8. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF 49 INSTALL R18 (RIGHT LANE MUST TURN RIGHT) ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PER COUNTY OF RIVERSIDE REQUIREMENTS. PLANS, OR AS DIRECTED BY THE ENGINEER. 50 VERIFY AND RE -INSTALL MEDIA NOSE SIGNS 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2' R4-7 & TYPE L-1 (CA)IF MISSING OR DAMAGE. SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND 52 INSTALL W25 SIGN (DIVIDED HIGHWAY) SLEEVE, FASTENED WITH 3/8'RIVETS NTH STAINLESS STEEL WASHERS, PER COUNTY OF RIVERSIDE REQUIREMENTS. UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER, (@—INSTALL THERMOPLASTIC WORD PER CALTRANS STD, A24E 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE 54 INSTALL R9 -3A & R9-3BP SIGN PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL (NO PEDESTRIAN CROSSING & USE CROSSWALK) DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY PER COUNTY OF RIVERSIDE AND CALTRANS REQUIREMENTS. THE ENGINEER. 55 INSTALL 39-11 SIGN (SIDEWALK CLOSED AHEAD -CROSS HERE) 11. THE CONTRACTOR SHALL SUBMIT A TRAFFIC SIGNAL TIMING SHEET TO PER CALTRANS REQUIREMENTS. THE COUNTY FOR REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION OF ANY NEW OR MODIFIED TRAFFIC SIGNAL. THE TIMING 56 INSTALL R9-9 SIGN, (SIDEWALK CLOSED) SHEET WILL MEET ALL REQUIREMENTS PER THE LATEST CALIFORNIA PER CALTRANS REQUIREMENTS. MUTCD, PART 4 HIGHWAY TRAFFIC SIGNALS'. 12. THE CONTRACTOR SHALL REPLACE ALL SIGNING AND STRIPING WITHIN PROJECT LIMITS DAMAGED OR ALTERED BY THE PROJECT, AS DETERMINED BY THE COUNTY ENGINEER. CALTRANS ENCROACHMENT PERMIT # 08 -18 -6 -CD -0553