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962o_sppi KOKELL AVE g a c� a CENTER ST q F,� �G L P A FT o ayT J] DEMOLITION AND DISPOSITION NOTES QUANTITY ESTIMATE CONSTRUCTION NOTES COVER SHEET 2 -3 FOR PERMIT PURPOSES ONLY ❑1 PROTECT IN PLACE (ITEM PER PLAN) N/A F2 SAWCUT & REMOVE EXISTING CONCRETE CURB & GUTTER 330 LF F3 SAWCUT & REMOVE EXISTING CONCRETE CROSS GUTTER 920 SF F4 SAWCUT & REMOVE EXISTING CONCRETE DRIVE APPROACH 1,010 SF F5 SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK 2,165 SF ❑6 SAWCUT & REMOVE EXISTING AC PAVEMENT TO SUBGRADE 66,198 SF F7 SAWCUT EXISTING AC PAVEMENT 280 LF F8 EXISTING VERIZON BOX TO BE T ELOCATED°BY VERIZON 2 EA lfl EXISTING - POWER POLES /STREET' -LIGHT TO C BE REMOVED BY IID O3 CONSTRUCT 8" THICK TYPE V (5000 PSI) CONCRETE DRIVEWAY EAST AFTER POWER HAS BEEN UNDERGROUNDED 10 EA 10 REMOVE EXISTING STREET SIGN 1 EA SF 11 EXISTING SEWER PIPE /APPURTENANCE - DISPOSITION PER AGGREGATE BASE 252 SEPARATE PRIVATE SEWER IMPROVEMENT PLANS N/A 12 EXISTING WATER PIPE /APPURTENANCE - DISRGS31T40N PER - S SEPARATE PRIVATE WATER IMPROVEMENT PLANS N/A 13 REMOVE EXISTING FENCING 300 LF 14 REMOVE EXISTING BLOCK WALL 140 LF BASIS OF BEARINGS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SBM PREPARED FOR - COACHELLA VALLEY UNIFIED SCHOOL DISTRICT 83 -733 AVENUE 55 THERMAL, CA 92274 (760) 398 -5909 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2007) ALONG THE CENTERLINE OF POLK STREET BETWEEN AVENUE 56 AND AVENUE 58, PER RECORD OF SURVEY 131/66 TAKEN AS N 00'05'21" E FEMA FLOOD ZONE THE PROJECT AREA IS COVERED BY FIRM PANEL NUMBER 06065C2270G, REVISED AUGUST 28, 2008, WHICH INDICATES THE PROJECT AREA LIES WITHIN ZONE X (SHADED), DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. TO POGRAPHY SOURCE INLAND AERIAL SURVEYS 7117 ARLINGTON AVENUE, SUITE A RIVERSIDE, CALIFORNIA 92503 (951) 687 -4252 DATE: MAY 30, 2012 SHEET INDEX SHEET DESCRIPTION CONSTRUCTION NOTES COVER SHEET 2 -3 DEMOLITION PLANS 4 -9 PLAN /PROFILE SHEETS O1 INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS II AGGREGATE BASE 78,520 SF REMOVE EXISTING AC AND PCC nn,� SHALL NOT COMMENCE UNTIL AN A.C. PAVEMENT 2,565 TONS In Q tBEFORE ENCROACHMENT PERMIT AND /OR A GRADING AGGREGATE BASE 2,897 CY ABBREVIATIONS PERMIT HAS BEEN ISSUED. = O2 INSTALL 0.50' A.C. PAVEMENT OVER 1.10' CLASS II AGGREGATE BASE 15,521 SF U - A.C. PAVEMENT 563 TONS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE AGGREGATE BASE 632 CY 4 5 - PROPOSED 6" CURB AND GUTTER O3 CONSTRUCT 8" THICK TYPE V (5000 PSI) CONCRETE DRIVEWAY EAST ESMT. EASEMENT POC POINT ON CURVE OVER 1.0' CLASS 11 AGGREGATE BASE, OVER 6 MIL PLASTIC SHEETING. 6,800 SF N NORTH AGGREGATE BASE 252 CY POWER POLE AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - O CONSTRUCT TYPE A -6 CURB OVER 0.5' CLASS 11 AGGREGATE BASE EXISTING SEWER LINE S SOUTH EX EXISTING OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE POINT OF REVERSE CURVE STANDARD DRAWING NUMBERS 200 &401. 2,225 LF FINISHED FLOOR PROP. PROPOSED AGGREGATE BASE 108 CY EXISTING WATER LINE NE) NORTHEAST 5 CONSTRUCT TYPE A -8 CURB OVER 0.5' CLASS II AGGREGATE BASE FINISHED GRADE PT. POINT OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE NW) NORTHWEST FL FLOWLINE STANDARD DRAWING NUMBERS 201 &401. 165 LF - _ - -- - -- �� - -- -- - - -- . -- EXISTING GAS LINE SE) AGGREGATE BASE 8 CY PVI POINT OF VERTICAL INTERSECTION O6 CONSTRUCT 6" TO 8" CURB TRANSITION OVER 0.50' CLASS 11 AGGREGATE SW) SOUTHWEST GB BASE, OVER 6 MIL. PLASTIC SHEETING PER DETAIL ON SHEET 10. 10 LF w p AGGREGATE BASE 0.5 CY Z 0 , Q O CONSTRUCT CONCRETE CROSS GUTTER OVER 1.0' CLASS 11 AGGREGATE ® AP BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE HP HIGH POINT RAD. RADIUS STANDARD DRAWING NUMBER 209 &401. 720 SF W M p AGGREGATE BASE 27 CY Q ' Q O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BCR BEGIN CURB RETURN INV ® S.F. BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE - - -- - -- - -- - - - -- EXISTING OVERHEAD CABLE TV LINE Z STANDARD DRAWING NUMBER 401. 16,100 SF S/W SIDEWALK Q AGGREGATE BASE 298 CY BOC BACK OF CURB LINEAL FEET STA. STATION O_ _ � O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE BS BOTTOM OF STEPS W POINT STD. OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD m DRAWING C# NUMBERS 401 &403. 13 EA SWR. SEWER Z AGGREGATE BASE 84 CY C/L CENTERLINE MANHOLE TB TOP OF BERM Z D 10 CONSTRUCT CURB RAMP CASE B (MODIFIED) OVER 0.50' CLASS 11 C &G CURB AND GUTTER MINIMUM O AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY -- Z ® U OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. 9 EA O TOP OF FOOTING AGGREGATE BASE 7 CY C.Y. CUBIC YARD W J MID -POINT OF VERTICAL CURVE TOG TOP OF GRATE Q - - - - 11 CONSTRUCT CURB INLET CATCH BASIN AND GUTTER DEPRESSION OVER D DEPTH NG NATURAL GROUND TP 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING "H ", Ln m U NO. 300 & 311 ("W, AND CASE PER PLAN) 3 EA TRW TOP OF RETAINING WALL CD ° N.T.S. 12 CONSTRUCT COMBINATION INLET CATCH BASIN NO. 2 AND GUTTER DEPRESSION TW TOP OF WALL 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING DWY DRIVEWAY OH OVERHEAD TYP. NO. 302 & 312 ("W, "H ", AND CASE PER PLAN) WITH PEDESTRIAN AND Q BICYCLE PROOF GRATES (TYPE 24 -18) 2 EA VC VERTICAL CURVE S SAWCUT EXISTING AC AND PCC EC END OF CURVE: ~ NOTE TO CONTRACTOR- QUANTITY ESTIMATE VERT VERTICAL L ECR END CURB RETURN W POINT OF COMPOUND CURVE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE W W PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY Z PE U ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE Z HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT z PIG Q BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME LA.1 - � 1�+1+ M OF CONSTRUCTION. D_ ® FOUND SURVEY MONUMENT O CD Z� O PROPOSED PALM O � U BASIS OF BEARINGS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SBM PREPARED FOR - COACHELLA VALLEY UNIFIED SCHOOL DISTRICT 83 -733 AVENUE 55 THERMAL, CA 92274 (760) 398 -5909 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2007) ALONG THE CENTERLINE OF POLK STREET BETWEEN AVENUE 56 AND AVENUE 58, PER RECORD OF SURVEY 131/66 TAKEN AS N 00'05'21" E FEMA FLOOD ZONE THE PROJECT AREA IS COVERED BY FIRM PANEL NUMBER 06065C2270G, REVISED AUGUST 28, 2008, WHICH INDICATES THE PROJECT AREA LIES WITHIN ZONE X (SHADED), DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. TO POGRAPHY SOURCE INLAND AERIAL SURVEYS 7117 ARLINGTON AVENUE, SUITE A RIVERSIDE, CALIFORNIA 92503 (951) 687 -4252 DATE: MAY 30, 2012 SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2 -3 DEMOLITION PLANS 4 -9 PLAN /PROFILE SHEETS 10 DETAILS AND SECTIONS INDEX LEGEND --7 DIRECTION OF FLOW ■ CATCH BASIN W W � 2 v / LEGEND 1 2 ` PROPOSED AC PAVEMENT 3 8 PROPOSED CONCRETE SHEETINDEX •• 00 600 80 SCALE •0 CB# 1 -6.05 Qloo= 2.01 cfs Qio= 1.10 cfs CB# 1 -6.04 loo= 2.40 cfs io= 1.33 cfs m� REVISIONS I" DE <4 ? m 2 w C43880 m cP C / v DATE qrF OF CA0FOQ/ GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE ERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN 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 /DEVELOPER 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. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (760) 863 -8267 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 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 NO LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN 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 COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. 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 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. 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. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED MARCH 2008. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLAN, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. a. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NDPDES) PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N01 WITH A VALID WDID NUMBER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. FOR ALL DRIVEWAY RECONSTRUCTION, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 19. ALL POWER POLES SHALL BE REMOVED AND UNDERGROUNDED PRIOR TO STARTING ANY ROADWAY WORK. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303 -7756 GAS THE GAS COMPANY (806) 427 -2200 TELEPHONE VERIZON (800) 483 -5000 CABLE T.V. TIME WARNER (760) 340 -1312 USA UNDERGROUND SERVICE ALERT (800) 227 -2600 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. EXCESSIVE OVER - IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC &R'S ENFORCEABLE RESTRICTIONS AGAINST OVER - WATERING BY FUTURE RESIDENTS. "mu cx BENCHMARK: MSA CONSULTING INC. DLS KK 516 PLANNwo ■ Civn. EmDmEBnQG ■ LAND SORvEyiNr. 391.19' (NAND 88 + 500') 34200 BOB H OPE D[HvE m R MiaAGE ■ CA 92270 DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER TncBenoHS (760) 320-9811 a FAx (760) 3237893 DLS /BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, PREPARED UNDER THE SUPERVISION OF: 38.7' EAST OF CENTERLINE. CHECKED BY ® BSK /JAD SCALE: JULIAN A: E LA RR RCE NO. 43880 ATE H: AS SHOWN V: Z&9; I.P. COUNTY OF RIVERSIDE CVLISD DISTRICT OPERATIONS CENTER OFF -SITE STREET IMPROVEMENT PLANS COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E. CVUSD COUNTY 2116 FILE NO SHEET NO. E SBM I OF 10 1 I= m: O NOTE: O ~ o WORK CONTAINED WITHIN THESE PLANS F REMOVE EXISTING AC AND PCC nn,� SHALL NOT COMMENCE UNTIL AN In Q tBEFORE ENCROACHMENT PERMIT AND /OR A GRADING w - ABBREVIATIONS PERMIT HAS BEEN ISSUED. = DAYS BEFORE U - CENTERLINE YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE O 1- FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE 4 5 - PROPOSED 6" CURB AND GUTTER E EAST ESMT. EASEMENT POC POINT ON CURVE AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE a N NORTH EVC END OF VERTICAL CURB PP POWER POLE AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - - ---- __ -- -- - -- --- _ -- - - - - -- EXISTING SEWER LINE S SOUTH EX EXISTING PRC POINT OF REVERSE CURVE W WEST FF FINISHED FLOOR PROP. PROPOSED -- - - -- - -- -' +� -- - - -- -- EXISTING WATER LINE NE) NORTHEAST FG FINISHED GRADE PT. POINT NW) NORTHWEST FL FLOWLINE PUE PUBLIC UTILITY EASEMENT - _ - -- - -- �� - -- -- - - -- . -- EXISTING GAS LINE SE) SOUTHEAST FS FINISHED SURFACE PVI POINT OF VERTICAL INTERSECTION SW) SOUTHWEST GB GRADE BREAK PVMT PAVEMENT EXISTING UNDERGROUND TELEPHONE LINE AC ASPHALT CONCRETE GF GARAGE FLOOR ELEVATION R W RIGHT OF WAY AP ANGLE POINT HP HIGH POINT RAD. RADIUS --- - -'- -- _. -- --_ -- -- - --- c -- --- --- - -- EXISTING UNDERGROUND CABLE TV LINE BC BEGINNING OF CURVE HZ HORIZONTAL S.D. STORM DRAIN BCR BEGIN CURB RETURN INV INVERT S.F. SQUARE FEET - - -- - -- - -- - - - -- EXISTING OVERHEAD CABLE TV LINE BSL BUILDING SETBACK ,, LINE S/W SIDEWALK BOC BACK OF CURB LINEAL FEET STA. STATION _ -- - -- -- -- --- - -- EXISTING UNDERGROUND ELECTRIC LINE BS BOTTOM OF STEPS sL" -_LOW POINT STD. STANDARD C# CURVE "MAXIMUM SWR. SEWER EXISTING OVERHEAD ELECTRIC LINE C/L CENTERLINE MANHOLE TB TOP OF BERM C &G CURB AND GUTTER MINIMUM TC TOP OF CURB -- - - EXISTING RIGHT OF WAY C.B. CATCH BASIN ` "..�` :MID -POINT OF CURVE TOP OF FOOTING C.Y. CUBIC YARD MVC MID -POINT OF VERTICAL CURVE TOG TOP OF GRATE - - - - PROPOSED RIGHT OF WAY D DEPTH NG NATURAL GROUND TP TOP OF PAVEMENT DB DRAIN BOX NO. NUMBER TRW TOP OF RETAINING WALL DWG. DRAWING N.T.S. NOT TO SCALE TW TOP OF WALL EXISTING EASEMENT DWY DRIVEWAY OH OVERHEAD TYP. TYPICAL EA. EACH .,.:.P /L PROPERTY_. LINE -.. - VC VERTICAL CURVE SAWCUT EXISTING AC AND PCC EC END OF CURVE: P C C � - PORTLAND' CONCRETE CEMENT VERT VERTICAL ECR END CURB RETURN PCC -- POINT OF COMPOUND CURVE WIDTH PROPOSED EDGE OF PAVEMENT ELEV ELEVATION PE PAD ELEVATION WTR. WATER EP EDGE OF PAVEMENT PIG POINT OF INTERSECTION, GUTTER FL - � 1�+1+ PROPOSED DAYLIGHT LINE ® FOUND SURVEY MONUMENT PROPOSED TREE PROPOSED PALM m� REVISIONS I" DE <4 ? m 2 w C43880 m cP C / v DATE qrF OF CA0FOQ/ GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE ERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN 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 /DEVELOPER 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. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (760) 863 -8267 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 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 NO LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN 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 COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. 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 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. 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. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED MARCH 2008. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLAN, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. a. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NDPDES) PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N01 WITH A VALID WDID NUMBER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. FOR ALL DRIVEWAY RECONSTRUCTION, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 19. ALL POWER POLES SHALL BE REMOVED AND UNDERGROUNDED PRIOR TO STARTING ANY ROADWAY WORK. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303 -7756 GAS THE GAS COMPANY (806) 427 -2200 TELEPHONE VERIZON (800) 483 -5000 CABLE T.V. TIME WARNER (760) 340 -1312 USA UNDERGROUND SERVICE ALERT (800) 227 -2600 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. EXCESSIVE OVER - IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC &R'S ENFORCEABLE RESTRICTIONS AGAINST OVER - WATERING BY FUTURE RESIDENTS. "mu cx BENCHMARK: MSA CONSULTING INC. DLS KK 516 PLANNwo ■ Civn. EmDmEBnQG ■ LAND SORvEyiNr. 391.19' (NAND 88 + 500') 34200 BOB H OPE D[HvE m R MiaAGE ■ CA 92270 DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER TncBenoHS (760) 320-9811 a FAx (760) 3237893 DLS /BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, PREPARED UNDER THE SUPERVISION OF: 38.7' EAST OF CENTERLINE. CHECKED BY ® BSK /JAD SCALE: JULIAN A: E LA RR RCE NO. 43880 ATE H: AS SHOWN V: Z&9; I.P. COUNTY OF RIVERSIDE CVLISD DISTRICT OPERATIONS CENTER OFF -SITE STREET IMPROVEMENT PLANS COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E. CVUSD COUNTY 2116 FILE NO SHEET NO. E SBM I OF 10 1 I= m: O NOTE: O ~ o WORK CONTAINED WITHIN THESE PLANS nn,� SHALL NOT COMMENCE UNTIL AN In Q tBEFORE ENCROACHMENT PERMIT AND /OR A GRADING w TWO WORKING PERMIT HAS BEEN ISSUED. = DAYS BEFORE U w W > U YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE O 1- FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE Z Of O TOLL FREE 1 -$OD- 227 -2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING Q IZ Q A PUBLIC AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE a SERVICE BY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING Q �- UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. m� REVISIONS I" DE <4 ? m 2 w C43880 m cP C / v DATE qrF OF CA0FOQ/ GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE ERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN 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 /DEVELOPER 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. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (760) 863 -8267 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 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 NO LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN 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 COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. 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 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. 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. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED MARCH 2008. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLAN, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. a. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NDPDES) PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N01 WITH A VALID WDID NUMBER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. FOR ALL DRIVEWAY RECONSTRUCTION, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 19. ALL POWER POLES SHALL BE REMOVED AND UNDERGROUNDED PRIOR TO STARTING ANY ROADWAY WORK. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398 -2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303 -7756 GAS THE GAS COMPANY (806) 427 -2200 TELEPHONE VERIZON (800) 483 -5000 CABLE T.V. TIME WARNER (760) 340 -1312 USA UNDERGROUND SERVICE ALERT (800) 227 -2600 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. EXCESSIVE OVER - IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC &R'S ENFORCEABLE RESTRICTIONS AGAINST OVER - WATERING BY FUTURE RESIDENTS. "mu cx BENCHMARK: MSA CONSULTING INC. DLS KK 516 PLANNwo ■ Civn. EmDmEBnQG ■ LAND SORvEyiNr. 391.19' (NAND 88 + 500') 34200 BOB H OPE D[HvE m R MiaAGE ■ CA 92270 DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER TncBenoHS (760) 320-9811 a FAx (760) 3237893 DLS /BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, PREPARED UNDER THE SUPERVISION OF: 38.7' EAST OF CENTERLINE. CHECKED BY ® BSK /JAD SCALE: JULIAN A: E LA RR RCE NO. 43880 ATE H: AS SHOWN V: Z&9; I.P. COUNTY OF RIVERSIDE CVLISD DISTRICT OPERATIONS CENTER OFF -SITE STREET IMPROVEMENT PLANS COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E. CVUSD COUNTY 2116 FILE NO SHEET NO. E SBM I OF 10 1 I= m: — — — — — TILE — — — — —TIE TILE I I I L� — —TILE — — — — —T;LE - -TILE __ -j — _ —TILE — — — — — TILE � i l i I I I I I L I! 66 OBS' - t � I C/L INTERSECTION ; d I 23 +19.01 CHURCH ST 'J // /�j / /' / nOBS ! 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N Z Z w Ca o� - -_ - _ Cl I- W -- —H Z F W Illl��bblltt Ld- a � a o - - - - -a0 a ®. e I a a® a a a U) Z I �.� �F- m W Z I I N m I I N W I V1 m N W to m (!1 m to W !n (n P p q OBS, OBS ( I -� _ O j ( I I U) �° w i F F REVISIONS EXISTING SURVEY MONUMENT 2x2 WITH TAG LS 4741 1 ®® 7+00 6 8 +00 - 9 +0 6 - - — $ — — — — — — — — — — — — — — — — IRR— — — — — — —ERR �`�- .._moo - -- -- ----------- - - - - -- ----- - - ��F - - w Lo s S N Q Z N `>_ • 8 0 0 SCALE 1"=40' O Q POFES3 /O, p..DE <A T09 Fyn/ w C43880 m CC nD Nr DATE qrF OF CAL�FOQ VTY h0v M it �I C/L INTERSECTION 10 +00.00 POLK STREET 10 +00.00 57TH AVENUE r' s EXISTING R/W _ -w �M -- -- `- F . _ ..---- bra---- --- - - - - -- — - - - - --- w _ EXISTING C /L-\- 11 +00 +00 13 +00 14 +00 EXISTING F Tic T 'ER VALVE M-'._ — N 1 0 + W o 0 v w - — w �w w w —G G 0 I � MSA CONSULTING INC. DLS ,t tNUHMAKK: MS 4282 I.P. NO. 140022 SHEET NO. ® P[.eNNarc . CrvE. EN6IIiEEBwG . LAND StmvEruro -' KK 516 391.19' (NAVD 88 + 500') COUNTY OF RIVERSIDE '. � REMOVE 342 Bo AoPE DRrvE ■ RAN Mmn • CA 92270 DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER CVUSD DISTRICT OPERATIONS CENTER SAWCUT & REMOVE EXISTING CONCRETE CURB & GUTTER 2 - TELEexoNE (760) 320 -98U ■ FAx (760) 3237893 DLS/BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE OFF -SITE STREET IMPROVEMENT PLANS - - CENTERLINE 38.7' EAST OF CENTERLINE. DEMOLITION AND DISPOSITION PLAN SAWCUT & REMOVE EXISTING CONCRETE CROSS GUTTER UNDER THE SUPERVISION OF: - -- - -- -- EXISTING SEWER LINE F4 SAWCUT & REMOVE EXISTING CONCRETE DRIVE APPROACH AWN, CHECKED BY WATER LINE BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM OF • i O SHTS. rc) /! ® �' BSK /JAD SCALE: FOR: W.O. COUNTY FILE N0. 967 7 )E LA TORRE RICE NO. 43880 DATE -- -- -- -- H: AS SHOWN V: CVUSD 2116 f/s SAWCUT & REMOVE EXISTING AC PAVEMENT TO SUBGRADE DEMOLITION AND DISPOSITION NOTES LEGEND 11 PROTECT IN PLACE (ITEM PER PLAN) R6 '. � REMOVE EXISTING AC AND PCC �� F2 SAWCUT & REMOVE EXISTING CONCRETE CURB & GUTTER - - CENTERLINE O3 SAWCUT & REMOVE EXISTING CONCRETE CROSS GUTTER - -- - -- - -- - -- -- EXISTING SEWER LINE F4 SAWCUT & REMOVE EXISTING CONCRETE DRIVE APPROACH -- -- --- -- -- EXISTING WATER LINE ❑5 SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK -" - - -- -- -- - EXISTING GAS LINE -- -- -- -- -- -- EXISTING UNDERGROUND TELEPHONE LINE �6 SAWCUT & REMOVE EXISTING AC PAVEMENT TO SUBGRADE [7 SAWCUT EXISTING AC PAVEMENT - -- - -- - -- - - - - - -- EXISTING UNDERGROUND CABLE TV LINE -- --- - -- ', I+ - -- --- - -- - ---- - -- - -- EXISTING OVERHEAD CABLE TV LINE ❑8 EXISTING VERIZON BOX TO BE RELOCATED BY VERIZON - - - -- - -- -- - ` - - - - - -- EXISTING UNDERGROUND ELECTRIC LINE Ifl EXISTING POWER POLES /STREET LIGHT TO BE REMOVED BY IID � - -------- __- ....__.....____._._ EXISTING OVERHEAD ELECTRIC LINE AFTER POWER HAS BEEN UNDERGROUNDED 10 REMOVE EXISTING STREET SIGN EXISTING RIGHT OF WAY EXISTING WATER PIPE /APPURTENANCE - DISPOSITION PER ❑7 SAWCUT EXISTING AC AND PCC 12 SEPARATE PRIVATE WATER IMPROVEMENT PLANS 15 REMOVE EXISTING LANDSCAPING LIGHT ® FOUND SURVEY MONUMENT NOTE: EXISTING VEGETATION'f4' {_E REMOVED DURING CLEARING & GRUBBING OPERATIONS BY CONTRACT_ DEMOLITION AND DISPOSITION NOTES ❑1 PROTECT IN PLACE (ITEM PER PLAN) 2❑ SAWCUT & REMOVE EXISTING CONCRETE CURB & GUTTER ❑5 SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK F6 SAWCUT & REMOVE EXISTING AC PAVEMENT TO SUBGRADE R7 SAWCUT EXISTING AC PAVEMENT ❑8 EXISTING VERIZON BOX TO BE RELOCATED BY VERIZON EXISTING POWER POLES /STREET LIGHT TO BE REMOVED BY IID AFTER POWER HAS BEEN UNDERGROUNDED 10 REMOVE EXISTING STREET SIGN 11 EXISTING SEWER PIPE /APPURTENANCE - DISPOSITION PER SEPARATE PRIVATE SEWER IMPROVEMENT PLANS 12 EXISTING WATER PIPE /APPURTENANCE - DISPOSITION PER SEPARATE PRIVATE WATER IMPROVEMENT PLANS 13 REMOVE EXISTING FENCING 14 REMOVE EXISTING BLOCK WALL NOTE: EXISTING VEGETATION TO BE REMOVED DURING CLEARING & GRUBBING OPERATIONS BY CONTRACTOR. LEGEND n Z Q 0 Q 0 z z O U W J m Q U J n Q t— LLI U Z Q fy O LL Z O U O I- U) Q n W O ry IZ n Q 0' 40' 80' SCALE 1"=40' w I it � III T ( I � ICI Lo �I I I OiH E — — f O/H E --- - \ 3rd j I I I ' EXISTING R/W EXISTING R/W EXISTING BUILDINGS TO BE DEMOLISHED PER ON -SITE DEMOLITION PLANS i — — — —TILE — — — - -- - -TILE — '— — — ° ILE — - I m � / O Ild f O I / + I � r ❑° � IIL -- -- —TILE — — -- RR - -+RR --+R -;F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \C /L INTERSECTION 10 +00.00 OLIVE STREET - 23 +19.94 57TH AVENUE O LIVE STHEET I _I �I I i it � I I I i I O O 0 ; ,+, I BLEACHERS /SHADE STRUCTURE EXISTING BUILDING TO BE DEMOLISHED u \ PER ON -SITE DEMOLITION PLANS G = o 0 I I I \ I Ij � I m 1 V +t I I ! I F- w I� c I ITT F°- I fr VERIZON MH 1 I I) ! I ® 4 1 MOW CURB 1 1 j •I�� vi MONUMENT SIGN EXtSTM`'R /� \. \ VET AP II I +00 L 19 +00 2 +bp' $ 2b +bp ,\ \ \' `.2 +b0' EXISTING`C/ ` 2I•S 0 h - - ---- -- --- - --- ---- -' -- -- - - -'� - #- - IR. - _ - ' L INTERSECTION +RR --- - - - - -- ---- - - - - -- -- �- EXISTING R/W T_ EXISTING BLEACHERS SHADE C / STRUCTURE TO BE DEMOLISHED PER 23 +20.71 OLIVE STREET Q) ON -SITE DEMOLITION PLANS 23 +19.01 CHURCH STREET LEI w I Z ® LIVE STREET m j W r � REMOVE EXISTING AC AND PCC m - CENTERLINE I_ - -- - - - - --- _ - - - - -- EXISTING SEWER LINE .._.__. .. _. . -.... __- - __ -_. - -_. EXISTING WATER LINE - - - — c - - EXISTING GAS LINE - - -- -- -- -- -- -- EXISTING UNDERGROUND TELEPHONE LINE - -- - -- - ----- -- EXISTING UNDERGROUND CABLE TV LINE - -- - -�'%' - - -- - - - --- - - -- EXISTING OVERHEAD CABLE TV LINE -- - - -- -- - -- -- EXISTING UNDERGROUND ELECTRIC LINE -- - O /H -- - --- -- -- --- EXISTING OVERHEAD ELECTRIC LINE - - - -- - - - EXISTING RIGHT OF WAY SAWCUT EXISTING AC AND PCC ® FOUND SURVEY MONUMENT 0' 40' 80' SCALE 1"=40' w I it � III T ( I � ICI Lo �I I I OiH E — — f O/H E --- - \ 3rd j I I I ' EXISTING R/W EXISTING R/W EXISTING BUILDINGS TO BE DEMOLISHED PER ON -SITE DEMOLITION PLANS i — — — —TILE — — — - -- - -TILE — '— — — ° ILE — - I m � / O Ild f O I / + I � r ❑° � IIL -- -- —TILE — — -- RR - -+RR --+R -;F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \C /L INTERSECTION 10 +00.00 OLIVE STREET - 23 +19.94 57TH AVENUE O LIVE STHEET I _I �I I i it � I I I i I O O 0 ; ,+, I BLEACHERS /SHADE STRUCTURE EXISTING BUILDING TO BE DEMOLISHED u \ PER ON -SITE DEMOLITION PLANS G = o 0 I I I \ I Ij � I m 1 V +t I I ! I F- w I� c I ITT F°- I fr VERIZON MH 1 I I) ! I ® 4 1 MOW CURB 1 1 j •I�� vi MONUMENT SIGN EXtSTM`'R /� \. \ VET AP II I +00 L 19 +00 2 +bp' $ 2b +bp ,\ \ \' `.2 +b0' EXISTING`C/ ` 2I•S 0 h - - ---- -- --- - --- ---- -' -- -- - - -'� - #- - IR. - _ - ' L INTERSECTION +RR --- - - - - -- ---- - - - - -- -- �- EXISTING R/W T_ EXISTING BLEACHERS SHADE C / STRUCTURE TO BE DEMOLISHED PER 23 +20.71 OLIVE STREET Q) ON -SITE DEMOLITION PLANS 23 +19.01 CHURCH STREET LEI w I Z ® LIVE STREET m j W r � 0 - 24+00 - I I I \� F - \ j I I N 120' 160 I I ( i m I I_ i m L 24+00 - I I I \� F - \ j I I N 120' 160 I I ( � nu--�--n�---- T�-----n�-----T�-----/�—� I F ------ — �`-- ----- -----TILE -J —TILE ----- —� fl e (DO ! / . � k EXISTIN EXISTING C&GL/ 12+0 / /--EXISTING C/L EXISTING R/W PER MB 4/78 20+00 24+00 15+00 115+00 17+00 18+00 19+0 21+00 A5ph 22+00 IOL __z s 1 6 Is /--EXISTING C&G /FL 379. q EXISTING C&G IH79.16 11 3­1 FS ECR —TILE C/L INTERSECTION In m N . n 7 o r a 0 23+20.71 OLIVE STREET LID 7 m+ V o 7, IN! 777777 J in �0 L 379 78 L17+00" v 02 0 ID Lu 0 t — — — — — — t r7 i 71 r CURVE DATA NO. DELTA RADIUS LENGTH TANGENT FS 379.89 bi 14+00 s ___- IN -H CHURCH STREET IN In m TIC 380.12 TIC 380.14 TC 380.18 TC 380.16 ��~ �_^ , �, ��� , ~~~~ ` FS 379.66 FL FL FS 3 FS --_ 1 ru < n �x��2V// ------' \` `--___- F3 �~ F� ��' FS r� a/y/� FS ���� .� FS Of |U1 TC 380.29 U8 bJ | | r��` \�' .v o'�/n� - ---� �y uu z2 " ���~' FS 4 ' `-' a `\0 FS 0 m FS FS 379.89 bi ry Ld RT NOTE: > 0 WORK CONTAINED WITHIN THESE PLANS 0 IVVVIA A SHALL NOT COMMENCE UNTIL AN U) - ENCROACHMENT PERMIT AND/OR A GRADING < DIAL TWO WORKING PERMIT HAS BEEN ISSUED. bi c� V) BEFORE DAYS BEFORE C) L'J > LJ C) YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 0 F__ FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE 00� 0 TOLL FREE 1-800-227-2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING < 0- < AFFER COUNTY APPROVAL OR DURING CONSTRUCTION, THE _j Of A PUBLIC SERVICE BY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING Q_ < UNDERGROUND SERVICE ALERT AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL 13Y THE COUNTY. gamumm reiralm / 19+00 s ---- CONSTRUCT 0 " THICK TYPE V 5808 PSI) CONCRETE DRIVEWAY OVER 1.0' CLASS || AGGREGATE EA%[. OVER h MIL. PLASTIC SHEETING. CONSTRUCT TYPE k-O CURB OVER 0.5' CLASS || AGGREGATE BASE OVER 0 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 200 &401. CONSTRUCT 5|VE0NLK AS 3H0YVN ON PLAN OVER 0.50' CLASS }| AGGREGATE BASE OVER 5 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. CONSTRUCT CURB RAMP CASE A OVER 0.58' CLASS || AGGREGATE BASE OVER 8 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. CONSTRUCT CURB RAMP CASE B (MODIFIED) OVER 8.50' CLASS || AGGREGATE 8A3[ OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 8c403. CHURCHSTREET TC 379.87 379.31 FS 379.37 FL - FL FS 379.37 37941 379 44 F 379.83 179 9�4 FS 380.20 FS FS 379.90 379.94 FS TC 380.04 TC 380.13 FS TC 380.06 FS 380.36 380.30 TIC 380.-21 FS 379.89\ FS FS NO SCALE 1"=10' REVISIONS DE t4 C43880 m Nr COUNTY SIGNED 8 BENCHMARK: MSACONSULnNG, INC. DLS KK 516 _MS 4282 I.P. NO. 140022 391.19' (NAVD 88 + 500') COUNTY OF RIVERSIDE 34200 BOB HOPE DRrvE m RANcHo MmArm III CA 92270 DRAWN By 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER CVUSD DISTRICT OPERATIONS CENTER Tun-Hmm (760) 320-9811 m FAx (760) 323-7893 DLS/BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, OFF-SITE STREET IMPROVEMENT PLANS UNDER THE SUPERVISION OF: 38.7' EAST OF CENTERLINE. CHURCH STREET PLAN w n ���-��� o�w~vr�� T3880 [xT[ BEING A SUBDIVISION OF A PORTION OF SCALE: CVUSD 2116 FILE NO . ER 4 OF-1- SHTS 380 379 378 377 376 375 380 379 378 377 376 375 p ®® W ; p Z Z ® Q V/ M � p Q 1 m 1 0 Z Q 0 U) W m N z z � 4 O z � O bi Q m Of m F- Q (n U 0 J W n Q W W W Z U z Z Q W 7; D' I- O = 11 o Z V) O 0_ U Lli O FO Y cf) U Q W p = W U > Z O 0 Q J a_ Q 0' 10' 20' 30' 40' BY I DATE NGINEER LINE DATA NO. BEARING LENGTH L1 N 89'19'12" E 1 731.10' R APPR DATE REVISIONS COUNTY -1r- PROP D DAY GHT LINE, OWNER TO OBTAIN OFF -SIT GRADING PERM! FROM OBS ADJA CENT ROPE RTY R W OBS, Obscured Area 380 379 378 377 376 375 380 379 378 377 376 375 SHEET NO. 5 OF 10 SHTS BASIN 5 TOTAL VOLUME IN - 32,546 CF MAXIMUM WSEL - 375.93 FT TOTAL VOLUME RETAINED - 32,546 CF SEE ON SITE IMPROVEMENT PLANS FOR STORM DRAIN CONSTRUCTION (TYP.) - FS IFS - - IFS - - f -FS 376.E � TC 376.47 FL 375.80 75.53 PROPOSED UNDERGROUND ELECTRICAL FLT PER SEPARATE PLANS M� S EXISTING POWER POLE SHALL BE RELOCATED /REMO� PRIOR TO STARTING ANY STREET WORK (SEE SHEET C L INTERSECTION ` 10 +0 0 SZIH, N 7 Obscured Area CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 7 35.00' .. 35.47' 1 C2 89'17'54" 35.00' 54.55' CONSTRUCTION NOTES _ OBS, Oi INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS II AGGREGATE BASE TYPE A -6 CURB OVER 0.5' CLASS II AGGREGATE BASE O CONSTRUCT OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE 0 STANDARD DRAWING NUMBERS 200 &401. O6 CONSTRUCT 6" TO 8" CURB TRANSITION OVER 0.50' CLASS II AGGREGATE ^. BASE, OVER 6 MIL. PLASTIC SHEETING PER DETAIL ON SHEET 10. 0 vo ®�� O CONSTRUCT CONCRETE CROSS GUTTER OVER 1.0' CLASS II AGGREGATE " BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE h, STANDARD DRAWING NUMBER 209 &401. 0' 40' 80' 120' 160' O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE - BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE - STANDARD DRAWING NUMBER 401. SCALE 1 "= 40' O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. CONSTRUCT COMBINATION INLET CATCH BASIN NO. 2 AND GUTTER DEPRESSION 12 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING p = NO. 302 & 312 ( "W, "H ", AND CASE PER PLAN) WITH PEDESTRIAN AND BICYCLE PROOF GRATES (TYPE 24 -18) RoFE8Sio Nq MSA CONSULTING INC. €sIGN €D a DLS BENCHMARK: MS 4282 I.P. NO. 140022 Q ` �9 PLANNwo m Crvm ENGunmwING m LAND SURvEymo KK 51 6 391.19' 88 + 500') COUNTY OF RIVERSIDE p. DE C4 (NAND P� a�y� co a 34200 BoB Hone DRm m RANCHO MmA m CA 92270 DRAWN BY 3" BRASS DISK A STANDPIPE THE SOUTHEAST CVUSD DISTRICT OPERATIONS CENTER I m rn TELmH (750) 320 -9811 ■ FAx (760) 323 -7893 IN AT CORNER OFF -SITE STREET IMPROVEMENT PLANS C43880 DLS /BTE STREET, 44' SOUTH O CENTERLINE, 56 AND TYLER 08 - s s OF CENTERLINE. 57TH AVENUE PLAN AND PROFILE PREPARED UNDER THE SUPERVISION OF: cfl CHECKED BY BEING A SUBDIVISION OF A PORTION OF p , X, �Q' THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SBM 9 TF , 1 ®S BSK /JAD SCALE: FOR: W.O. COUNTY OF OA`\ FILE NO. JU AN A. DE LA TORRE RCE NO. 43880 DATE H: AS SHOWN V: CVUSD 2116 380 379 378 377 376 375 380 379 378 377 376 375 SHEET NO. 5 OF 10 SHTS BASIN 5 TOTAL VOLUME IN - 32,546 CF MAXIMUM WSEL - 375.93 FT TOTAL VOLUME RETAINED - 32,546 CF SEE ON SITE IMPROVEMENT PLANS FOR STORM DRAIN CONSTRUCTION (TYP.) - FS IFS - - IFS - - f -FS 376.E � TC 376.47 FL 375.80 75.53 PROPOSED UNDERGROUND ELECTRICAL FLT PER SEPARATE PLANS M� S EXISTING POWER POLE SHALL BE RELOCATED /REMO� PRIOR TO STARTING ANY STREET WORK (SEE SHEET C L INTERSECTION ` 10 +0 0 SZIH, N 7 Obscured Area CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 90'46'09" 35.00' 55.45' 35.47' 1 C2 89'17'54" 35.00' 54.55' 34.57' U C +T c O U 0 0 h, - - p = DD " \ + �9 N^ �W ~ O PROPOSED R/W M �� N N `� 378.25 N M PER NST. N0. i w m ZAP N N > J 2014- 0471882 FS z = DATE: 12/10/2014 m o a IL 376.51 377.01 I 377.50 377.96 p ° a 378.55 378.82 378.94 FS - FS - - FS - - FS -� ' FS - - FS - FS- �.. U C +T c O U 380 379 378 377 376 375 380 379 378 377 376 375 Z Q (n ry Q Z Q (n Z O O w m Q v w w Q w O Z Q O 1- N O U) Q 0 w O ry w w Q CONSTRUCTION NOTES O1 INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS II AGGREGATE BASE O CONSTRUCT TYPE A -6 CURB OVER 0.5' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 200 &401. O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS 11 AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. 12 CONSTRUCT COMBINATION INLET CATCH BASIN NO. 2 AND GUTTER DEPRESSION 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NO. 302 & 312 ( "W, "H ", AND CASE PER PLAN) WITH PEDESTRIAN AND BICYCLE PROOF GRATES (TYPE 24 -18) CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 89'19'12" 30.00' 46.77' 29.65' C2 90'40'48" 30.00' 47.48' 30.36' C3 89'16'06" 35.00' 54.53' 34.56' LINE DATA NO. BEARING LENGTH Lt N 89'19'12" E 731.10' L2 N 89 E 345.77' 0 8 • .� i SCALE 1"=40' o m SEE DETA w nwp @LJGC'1 V) SEE ON SITE IMPROVEMENT BASIN 6 TOTAL VOLUME IN - 63,943 CF MAXIMUM WSEL - 375.98 FT TOTAL VOLUME RETAINED - 63,943 CF O N M N + SEE ON SITE IMPROVEMENT A PROPOSED R/W to N PLANS FOR STORM DRAIN I `� `� ") N c"i a w mPER INST. NO. CONSTRUCTION (TYP.) F II 11 V w <> -"� 2014- 0471882 w I U 377.03 v) 3 x DATE: 12/10/2014 m o FS 8 �- 377.26 o 0 376.81- 376.58 a 376.71 - - 7 -FS� TC 376.72 FL 376.23 �I FS STA 10 +66. BCR / ( 20 '0' _ TC 377.18 �• FL 376.68 I / - - - - 377.20 377.17 FS TC 377.09 {� FS 9 � FL 376.59 W i 23 +19.94 57TH AVENUE 10 +00.00 OLIVE STREET ---- - - - - -- i ' Ili r I I ' i f I M 376.91 TC 376.73 FL 376.23 !2 377.13 LL Fg �° TC 377.04 � co l� S FL 376.54 w - 37710 > ��. 376.50 FS - - - - -) �A�� 376.46 FS - - � - IFS -- RR I IRR4 - fRR - TC 376.91 FL 376.41 TC 376.85 FL 376.35 X W 57TH AVENUE 1 380 379 378 377 376 375 380 379 378 377 376 375 k N N N w 151 i' f I T �- T Ill w T =E ° f } IL A o w � Z T p f T C 377.18 FL 376.68 T f t -- - \IT T i\ f 380 379 378 377 376 375 380 379 378 377 376 375 s ul n S N Q D S p D z Q cn n rK Q Z Q z O U W J C0 Q U J n W Q S W U z Q ry O W z O U O I- cn Q 0 W O Q ul GRADE ( -C /L INTERSECTION 10 +00.00 OLIVE STREET - -23 +19.94 57TH AVENUE s - DELTA ! s TANGENT Cl n 35.00' I 34.56' C2 z 30.00' 47.15' I i'Q C3 89'56'54" 30.00' 47.10' 29.97' n N Q ! Q 0' .40' 80' ,- :.120' SCALE 1"=40' CURVE DATA - DELTA BASIN 6 TANGENT Cl 89'16'06" 35.00' 54.53' 34.56' C2 90'03'06" 30.00' 47.15' 30.03' C3 89'56'54" 30.00' 47.10' 29.97' n TC 376.49 0 _ ( TOTAL VOLUME IN - 63,943 CF TC 376.53 � ii FL 376.03 i MAXIMUM WSEL - 375.98 FT LL I W O '. TOTAL VOLUME RETAINED - 63,943 CF >� ! 0 w - PROP. R/W w N i STA 22 +53.79 a °� 1 m 00 �w ,_ I ECR N PROPOSED R/W PER INST. NO. 1 `" + z N N I -. I '� °= w N o o = 2014- 0471882 DATE: 12/10/2014 ,'r ^ ,p a s o Lo (6 r, W I + ` + J O ° + J ROPOSED UNDERGROUND ELECTRICAL ITC 376.73 I- 0+ o w z '� w ER SEPARATE PLANS SE ET L B W o o FL 376.23 v < m ° z N w Q H N O W O EE 0 Q f W W O p W M M - r N ON SITE IMPROVEMENT PLANS FOR ; Q > z - -� - - - m °o z 37FS88 ° - DRAIN RUCTION ( ) 377.41 N X: U = m f \ 377.59 378.,13 - 378.38 378.63 ....._..RM 61_ <- FS 377.29 36 \ - - o FS FS FS- - - FS- - - -FS- - - -FS - _ FS- ,377. FS r. _ . 378.40 TC 378.15 _TC 377.34 _ 377.46 FS' FS FL 3377.65 FL 376.84 F$, TC 376.97 TC 377.18. FL 376.4 FL 376.68 „sue SEE ETAIL A o o EXISTING R/W PER OR 14 42/126 N M - � - - - -- - - - -- -- - - -- ---- - - - - -- ----------- - - - - -- ------ - - - - -- -�� - -j - 00 (n Z LU I Q ° n i W W OLI ST �� I � Q 3: - W W I CONSTRUCTION NOTES 0' .40' 80' ,- :.120' SCALE 1"=40' CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 89'16'06" 35.00' 54.53' 34.56' C2 90'03'06" 30.00' 47.15' 30.03' C3 89'56'54" 30.00' 47.10' 29.97' LINE DATA N0. BEARING LENGTH L7 N 0903'06" E 406.40' L2 N 00'03'06" E 445.98' O, INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS it AGGREGATE BASE O CONSTRUCT TYPE A -6 CURB OVER 0.5' CLASS II AGGREGATE BASE _ ,OVER :6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE „ �S'TANDARD DRAWING NUMBERS 200 &401. tO CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. 1, CONSTRUCT CURB INLET CATCH BASIN AND GUTTER DEPRESSION OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NO. 300 & 311 ("W, "H ", AND CASE PER PLAN) TL FS I I 376.94 s FS A I B OA 376.92 FS \376_78 __ ...... \FS 376.82 STA 22 +63.66 OFF 32.13 W TC 376.31 D FL 375.81 z s Q TC 376.49 = FL 375.991 TC 376.53 � ii FL 376.03 TL FS I I 376.94 s FS A I B OA 376.92 FS \376_78 __ ...... \FS 376.82 FS 6.65 O TC 37 - �L 376.15 - - TC 376.66 TC 376.63 N FL 376.16 FL 376.13 Q W OLI�E STREET I I DETAIL A • • • • SCALE • 380 379 378 377 376 375 380 379 378 377 376 375 °_ 377.01 o e - 377.19 FS i FS 1 s FS 6.65 O TC 37 - �L 376.15 - - TC 376.66 TC 376.63 N FL 376.16 FL 376.13 Q W OLI�E STREET I I DETAIL A • • • • SCALE • 380 379 378 377 376 375 380 379 378 377 376 375 38 37 37 37 37 37 � 6 - f f i I 'FS - STA 22 +61.61 OFF 22.18 TC _ 37 _9. 4 1 FL 378.91 w J 9 379.23 F S q 38 I FS \= TC 379.33 -- - - 379.19 - - -r - -. - - -- FL 378.83 37 0 -- - 37 FS h / TC 379.31 379.13 379.16_. FL 378.81 § / 3 7 F F 378.75 37 FS i 8 378.71 37 _ FS_ 0 1H, s- _--! - /ti E 1 TC 379.15 FL 378.652 v> TC 378.97 TC 379.11 N FL 378.47 FL 378.61 + f N wo N M I N � w W W I F I cl) 1 OLIVE STREET \ CC I 23 +00 O r M i N 04 `- a w TC 378.88 N o FL 378.38 378.98 FS 379.21 FS TC 379.32 FL 378.82 10 TC 379.37 FL 378.87 TC 379.10 ! FL 378.60 378.72 FS '8.77 FS - c - - TC 379.34 s i FS i DETAIL A - _TC 379.35- - RADIUS FL 378.85 - STA 23+58.78 g E 'OFF 22.50 90'03'06" 25.00' 39.29' 25.02' C2 89'56'54" f 39.25' f C3 90'28'17" 25.00' 39.48' 25.21' 0 , s r - € .+ L t P�RTI�iN t3F 00' >VC ! PI ;� 21 +25.00 -EL :3-73.25 Pt 22+2 ELr378.29.. - s - PROPOSED _O TOP _F CURB @ WESTOFC /I m -_ o 0 fo •` a .._ o -__ (5 o of 'rn •m o 0,�. ,.- °o� :... o ro `no° .W rnp a �owmon `- ! !Cl_. 0 .:0 I__ O M O - '`, O y n� GO m p n O) n O n j to n:_ p � . O O :. O n 40 N: '_ rk) n i M M n , i • �.- _.- _. O p O �... 00 __. O ._.... I._. .. A� M{ O M __. - ; _ - _m fO M _.. __.. '_. .IL) n } } + } M + M �j .... -_ n ..__ O M N M M r-- ,.. _ _x } M5y. Um U O) OD e t +: OU �U "C.T U + } + U i NU U.-F- F_ p V+SM d - _ -. +M MC) g - - 1 « 0.51% _ � 3- _ I 7 - co m m 6` N 0 - o L _ L - N , f t 100 WC 100 VC 3925 D.C. • :, : PI 1� 21+25.00 EL = 3 9.51 _ PI 0q 22 +25.00 EL = 3 8.55 PROPOSED TOP -- OF PAVEMENT, La7C /•,L Gt 0.5171, G3 - = fl96 -- - Gt D: G2 = 051 a . _- s.. r , ,_..._ ,.. ,_. ;_.\ G p '.,'. O m ` !L o 0 0 A- W U Q C Q thQ . m O. '.. p \ M!. o - a fn o �. p ! a a I`�w :. 6� ww • :.ors _. -' O - O `. O M :. !jn N' O MO M N M'. M n O 7 O No "W Op O O O (D 0 t } Op + O O n + + + n } O h n n O> j ­_ ' l- r - m n n N a' } OO } O] } O ` � o M } c0 on \ N M N M � n NM. N M + 00 }- �} pp n (O Mn } U m 1�- . e F O M F U to l0 �� } N m n M ryM N MNM NIMF +n mn M r EXISTING GROUND C/L 7 6 d L T S T _ w t- = } W z - J W A , 2 U3 SCALES: i [- 1" = 40' HOR L - >. , 1 = 4 VER 3 17 +00 18 +00 _ 19 +00 F 20 +00 21+00 22 +00 23 +00 24 +00 s i FS i DETAIL A ol lo, • SCALE 0 IN T / ^\ CURVE DATA - _TC 379.35- - RADIUS FL 378.85 - STA 23+58.78 g E 'OFF 22.50 ol lo, • SCALE 0 IN T / ^\ CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 90'03'06" 25.00' 39.29' 25.02' C2 89'56'54" 25.00' 39.25' 24.98' C3 90'28'17" 25.00' 39.48' 25.21' PROPOSED R/W PER INST. NO. LINE DATA NO. BEARING LENGTH L1 N 0903'06" E 445.98' L2 N 0903'06" E 184.62' CONSTRUCTION NOTES O INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS II AGGREGATE BASE O CONSTRUCT TYPE A -& CURB OVER 0.5' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 200 &401. O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. it CONSTRUCT CURB INLET CATCH BASIN AND GUTTER DEPRESSION OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NO. 300 & 311 ( "W, "H ", AND CASE PER PLAN) Ult: es M A NSULTIN IN C . F s S O G C o , WORK CONTAINED WITHIN THESE PLANS QP �Nq� PI,nxNS.*o m CIVIL ENGINBH @INC a Lnrm SURVEYING SHALL NOT COMMENCE UNTIL AN F F ENCROACHM ENT PERMIT AND /OR A GRADING O y c 34200 BOB Horn DRriE a RANCHO MmA ■ CA 922 PERMIT HAS BEEN ISSUED. TELEPHONE (760) 320-Ml ■ FAx (760) 3237893 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � -A- PREPARED UNDER THE SUPERVISION OF: ' FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE OF AFTER COUNTY APPROVAL OR RING IS CONSTRUCTON, THE - S� C'' r PRIV A C CEP TAB LE TE E NGIN E ER S SHALL AND REVISING THE PLANS DETERMINING ARK BY DATE APPR DATE F Op CAS \F� ttoomir APPROVAL BY THE OLUNtt. REVISIONS JULIAN A. DE LA TORRE RCE NO. 43880 DATE COUNTY I aaic . 1 I7o►lelow , ZVI DlS KK 516 391.19' (NAVD 88 + 500') DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST DLS /BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CEI 38.7' EAST OF CENTERLINE. BSK /JAD H: AS SHOWN V: s 2 4+00 n 282 I.P. NO. 140022 COUNTY OF RIVERSIDE CVUSD DISTRICT OPERATIONS CENTER OFF -SITE STREET IMPROVEMENT PLANS OLIVE STREET PLAN AND PROFILE BEING A SUBDIVISION OF A PORTION OF W 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., S8 W.O. COUNTY CVUSD FII F NO 2116 380 379 378 377 376 375 380 379 378 377 376 375 ral • OF 1© SHTS 20 380 379 378 377 376 375 380 379 378 377 376 375 n z a m 0 m a 0 z Q I- Ln 9 z D O O Ill I m Q u J n n Q S H W u z Q ry O L� z O O a 1f WE R/W • •• 8 • 6 Fs IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SCALE 1"=40' LINE DATA NO. `�` BEARING' °` , s ,I. GTH" `l L1 I N 00'05'21" E 1 62.84' L2 I N 0936'51" W 1 98.91' I _ . __ ___ _ , ,. _.. , - -- , E ' - _ , 1 t i - -.__ . , _ _ _ __.._ I _ , _. - _ i _ ._ ,_ ._i . ,_ S -__ _. _ _. _ - S ;: _ , a - a ! _ 11 __ s f - 1 ' y ' s '' ;, _ .. , a ... _- - -_- - i -_ _.. - _ _.. ti s, , , i. 3 , F .. 0 i , : m...a , _ ,. - j . , - - P P RO OSED .. TOE' OF R VEMENT f C/ ? - _ , % ___ - __ - - - � , , ;, 3 ' i , - N N � - N W W W : , i I :N , V W w X . W z q £ { N W I'll W ... ':: x X W W X -11 O X O X z p s n i 2 X X w x W ; X X o O ^W o N OMy oM T m a s EXISTIN /� G,GIUND /L l" , I - : r W x o .�W X - o X O ^W o ^W rq : .co O o O "a 1 - (6 S _ . E} cj e h U + r _ �.0 + F- h N + s _. ,� - : k , :- __ { v_ -. ,, _ ,. !.. _ 4 - - .. O W O �.w N O_ M Y _ O a . On ? O , C ) � h o U + + F h h QQ N M Q N M Q _ . $. a i -: o v> U to .n c3 o h r 1-11 -wu + h a M . -....� ,, 00 '.27% ! 0.17% __ ._ -.__ ,_ , , , , s , o h r- :. } h ¢ + „� Q M m -:2 A 0 .39% .12% :_, ._ .: .. < , , , , , ';: , h„ h..m 0.23% 0.33% 0.45 %, - - a 0. - 4 - _ -. _ —_ — — , , I - 1 _. -...., „ _...___ - EXISTING GROIFND @ C/L , , ' < 2. -_.. .. d.. t_.._. _ __ > :. i ' } , , i § , • t y i 1 < , , _4. n J i 1 y : :. , ,. - } t , -. _ 5 x e , ',. - , 5 _ i_. ., 1 : : d - ,. ,- , �. ,. ,. _.. : ,_ ..,, :.,. : ' 1:...._,., ., .. ..... _ ,..,,_..- . .,. .,:.. ._..,. - ,, i -.k... - ,. , E - - - _ ,. e j � _ , _. , _ e . - _ a : - _. _.-- g... _ _ `_ _ ` _ _ __ _ - _._ .. _ _ _ _. - _ _ _ I __ _ r _. < , '': : , ) _ i J c .. ^`ar: PROPOSE ©,_ - , ,, si T0,43 EAST,OF C/L r j - , ¢ 7- _ ^- - t -,o _; U U' Uy U - . _- r _ _ ,.. , :: s :- U H F H'. 1 0 x= h_ , ,r M O o O o O _ y K N O W h O O M rn th Oro . W'. i O ^ of . 7 1 O O N I h N: NI O0 M o h " o , d , , m ':� s O : N 11 C . h - i i '., : .(D m N M m + h h h a .... M _.. .; i , . . 14- h n a ., , > : N - O +a-8 a -s HW M —C— 0.30% �- _ i .— W , _ _ - -- ` -- _ -_ _ _'_ _ - --0 -" _ . _ _, _ _N._ .. _ ; , . _ 5�11v cUti TT�7 X41 ��� � UF'G, L � . _.� � , __, . ,y -, ,._. .,, ---r-- ., -_,� _..,. _. � � , _ . _ . _._ PROPOSED EDGEIOF PAVE�VIENT: 11 TO 30 EAST _ _ _ w ' , PROPOSED FLOWLINE 4, EAST ;_ OF C/L ,__ 11 - � - i _ I , e 1 : . , , _ x t— y r a , k _ : , , ` , , v _ i , _ i ,.._ _ - E _ _ .. ,_ ♦ .... _S y I , .. ,.,, .. ,. ,,... .. .., : -_� . .. .. ........ ... .... ..� ... �,.._ : :. _ - i _ : _ _ 3 ' , v , ) t :. , . p [ - 11 t , i ' :. , : :. , _ _ _ _ _ _ _ - _ _ _ _ _ ___ ,. - x i : < SCALES. y a j : i i _ - ;_ , -- - i - ;. _ 1 1 = 4 H R 0 0 , I _ __ „ 1 = 4 VER _ _ _ . - _ -- - __ a ,._._- a ___ E y i 6 +00 . _. 7 +00 8 +00 ..__ �_. -e. ,.,,. -. .�.. 9 +00 -1 ..ter, >., 10 +00 1 1 +00 r 12 +00 > „ 13 +00 14 +00 .,,.,:.: ,.._ �,_..- ._.,.._,.... 15 +00 _,.,..- 1 6 +00 � v_,.� ,._- .» _.._ >_ ._.. ., _ _,F n z a m 0 m a 0 z Q I- Ln 9 z D O O Ill I m Q u J n n Q S H W u z Q ry O L� z O O a 1f WE R/W • •• 8 • 6 Fs IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SCALE 1"=40' LINE DATA NO. `�` BEARING' °` , s ,I. GTH" `l L1 I N 00'05'21" E 1 62.84' L2 I N 0936'51" W 1 98.91' POLK STREET x; ; R/V _— — __`_ W .._. _.— — w -- -- ne, n n,, CONSTRUCTION NOTES O2 INSTALL 0.50' A.C. PAVEMENT OVER 1.10' CLASS II AGGREGATE BASE O CONSTRUCT TYPE A -8 CURB OVER 0.5' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 201 &401. O CONSTRUCT CONCRETE CROSS GUTTER OVER 1.0' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 209 &401. O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. 11 CONSTRUCT CURB INLET CATCH BASIN AND GUTTER DEPRESSION OVER e 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NO. 300 & 311 ("W, "H ", AND CASE PER PLAN) 380 379 378 377 376 375 380 379 378 377 376 375 R/W - w -- =-- —w -- _ 6_ +00 EXISTING EP-< ,el . R/W R/W ,"- R/W 1 10+00.00 POLK STREET 10 +00.00 57TH AVENUE — — — -- — -- W W R/W EXISTING R/W PER MB 4/78 & OR 59/32692 PROPOSED R/W 50' 38.00' \\ 378.34 1 r - - - - - - FS - -' TC 378.19 ,. - TC 378.33 � FS 377.69 r A il i FS 377.83 37 - FS 4 -- 9 - 377.97 \ 1 7C 378.24 �� a � � � , TC 377.95 1 � �� FS TC 378.17 377.91 - - - � FS 377.45 FS 377.74 f 3 TC 377.92\ -FS -- TC 378.20 FS 377.67 � � o. FS 377.70 10 !; FS 377.42 378.18 'i - - 7 8.20 FS TC 378.09 �� 377.86 O -- T, -_ 377.31 °1 �s FS - � FS 377.59_ _ - - - - - - 377.24 �9 377.66 <, 69 C 378.0377.585 -, --- r?R_. --` FS 377.68 FS 377.53 ,/, FS FS FS a -- 377 38 � 377.17 - `V - FL FL - e TC 378.04 TC 378.02 TC 377.61 TC 377.51 0 o FL 377.54 FS 377.52 57TH AVENUE FS 377.11 FL 376.54 0 + + m � F Of CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 89'19'12" 30.00' 46.77' 29.65' C2 90'40'48" 30.00' 47.48' 30.36' C3 90'03'06" 30.00' 47.15' 30.03' C4 89'56'54" 30.00' 47.10' 29.97' C5 90'03'06" 25.00' 39.29' 25.02' C6 89'56'54" 25.00' 39.25' 24.98' EXISTING GROUND m.. SCALE 1"=10' DETAIL A 30.00' 378.59 378.26 FS - - - - TC 378.11 \ FS / - - - TC 378.45 - - FS 377 61 I _ FS 377.95 4 \ i 377.88 378 36 / 3 FS \ FS 9 1 TC 378.38 TC 377.89 A - 378.33 _ _ 377.80 FS 377. , - FS �� / 88 FS 377.39' �' FS 377.73 - 378.30 A. TC 377.83 s FS cg TC 378.35 FS 377.33 378.30 378.27 �, FS 377.85 '> A`i FS - 377.81 _ _ _ 377.20 �S 377.68 37 aE - - -- -E - - -- '" - - ^rTILF - - - " - nom - - - -- -TILE - -Tier -FS -� � - FSn� - G -6'� - - � 377 8 �, 377.79 a � FS , 8 TC 378.25 377.37 `� 377.08 TC 377.55 +> - FS 377J5� FL FL ° FS 377.05 - - 0 to TC 378.15 TC 378.22 TC 377.50 FS TC 37 84 4 N FL 377.65 FS 377.72 FL 376..8 377.00 OLIVE STREET 350 - - -I m e® P w 10' 20' 30' 40' mm • I D 30.00' W � Z � Z / Q (n ® - - / I T (n W I -- - i - F FS 378.74 F FS 378.89 i i ` 379.06 - 4 4 L. _ Q FS -- -- FS W z Q Of W m � � Z z � o Z U O 0 W < �. m Q U U) J 0 W W W Q F- f� / 3 30.00' I / 379.39 I I / FS > - - -_ - - - / I T TC 379.24 T TC 379.39 I I -- - i - F FS 378.74 F FS 378.89 i i ` 379.06 - 4 4 L. _ _ 4 , FS -- -- FS 379.21 - FS FS 9 U3 1 M U-1 DETAIL C W W Z_ CJ C� Z Z Q W - O E D T � O Q v NOTE: Ld WORK CONTAINED WITHIN THESE PLANS O ~ A SHALL NOT COMMENCE UNTIL AN Y v> ENCROACHMENT PERMIT AND /OR A GRADING U Q DIAL TWO WORKING PERMIT HAS BEEN ISSUED. W p Ln BEFORE O DAYS BEFORE W U U YOU DIG YOU DIG THE PRNATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE z 0_ v TOLL FREE 1- 800 - 227 -2600 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE Q � A PUBLIC SERVICE BY PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING W AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Q LL UNDERGROUND SERVICE ALERT APPROVAL BY THE COUNTY. • TYPICAL SECTION 57TH AVENUE STA. 10 +78.91 TO STA. 22 +63.66 T.I. =8.5 R =30 N.T.S. 2' COLD PLANE 0.15' THICK AND OVERLAY 0.15' THICK OR �2 PROPOSED EXISTING EXISTING EXISTING R/W R/W C / L R/W 50' ( 30 �I r ' 1 18' 32' 1' BENCH 1 2' BENCH 4' 5' 9' 30' � I 1 I 60' EXISTING R/W 1 I PER OR 1442 126 I 1 1 27 4 2 %, 4: i Mq EXISTING GROUND TYPICAL SECTION OLIVE STREET STA. 10 +56.28 TO STA. 22 +73.15 T.I. =8.5 R =30 N.T.S. PROPOSED R/W VARIES 2' BENCH 1 1 F EXISTING GROUND EXISTING R/W 64' 21' ( 43' 5' VARIES 30' r 1 I PROPOSED C/L EXISTING C/L 1 EXISTING x / _ PVM'T TYPICAL SECTION POLK STREET STA. 10 +68.05 TO STA. 12 +29.80 T.I. =9.5 R =30 N.T.S. EXISTING A.C. PAVEMENT EXISTING GROUND EXISTING R/W 64 I I 94' EXISTING R/W 3 4/78 & OR 59/ - EXISTING GROUND 92 1 4 6" CURB & GUTTER EXPANSION JOINT MAINTAIN GUTTER GRADE AND FLOWLINE SAWCUT AND JOIN DETAIL N.T.S. CONSTRUCTION NOTES 1O INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS II AGGREGATE BASE O2 INSTALL 0.50' A.C. PAVEMENT OVER 1.10' CLASS II AGGREGATE BASE O 3 CONSTRUCT 8" THICK TYPE V (5000 PSI) CONCRETE DRIVEWAY OVER 1.0' CLASS II AGGREGATE BASE, OVER 6 MIL. PLASTIC SHEETING. O CONSTRUCT TYPE A -6 CURB OVER 0.5' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 200 &401. O CONSTRUCT TYPE A -8 CURB OVER 0.5' CLASS 11 AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 201 &401. O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. 10 CONSTRUCT CURB RAMP CASE B (MODIFIED) OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. ` EXPANSION JOINT 5 8" CURB & GUTTER 8 CURB /GUTTER TO 6• CURB /GUTTER TRANSITION SCALE: 1 " =2' E IGNED BY BENCHMARK: QPOFESSIpy MSA CONSULTING INC. DLS KK 516 4 PLANNING ■ CIVIL ENGINPaBING ■ LAND SURVEYING 391.19' (NAND 88 + 500') DE < P09 yC� 34200 BO Horn DRIVE ■ RANCHO Mmaca m CA 92270 DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER �" m m TELEPHONE (760) 320 -9811 ■ FAx (760) 323 -7893 DLS /BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, s C43880 `a 38.7 EAST OF CENTERLINE. a PREPARED UNDER THE SUPERVISION OF: Q. CHECKED BY 1 r C V V �� APPR DATE qrR p Q BSK /JAD SCALE: BY DATE REVISIONS ,a,T„ F OA\ \FO JULIAN A. DE LA TORRE RCE NO. 43880 DATE H: AS SHOWN V: MS 4282 I.P. NO. 140022 COUNTY OF RIVERSIDE CVUSD DISTRICT OPERATIONS CENTER OFF -SITE STREET IMPROVEMENT PLANS DETAILS AND SECTIONS BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SE FOR: W.O. COUNTY FILE NO. CVUSD 2116 V c m H Z U 0 c L U Q 0 3 0 w w N i m O SHEET NO. a 10 E 22 Q E 0 ¢ U OF 1 '' SHTS • TYPICAL SECTION 57TH AVENUE STA. 10 +78.91 TO STA. 22 +63.66 T.I. =8.5 R =30 N.T.S. 2' COLD PLANE 0.15' THICK AND OVERLAY 0.15' THICK OR �2 PROPOSED EXISTING EXISTING EXISTING R/W R/W C / L R/W 50' ( 30 �I r ' 1 18' 32' 1' BENCH 1 2' BENCH 4' 5' 9' 30' � I 1 I 60' EXISTING R/W 1 I PER OR 1442 126 I 1 1 27 4 2 %, 4: i Mq EXISTING GROUND TYPICAL SECTION OLIVE STREET STA. 10 +56.28 TO STA. 22 +73.15 T.I. =8.5 R =30 N.T.S. PROPOSED R/W VARIES 2' BENCH 1 1 F EXISTING GROUND EXISTING R/W 64' 21' ( 43' 5' VARIES 30' r 1 I PROPOSED C/L EXISTING C/L 1 EXISTING x / _ PVM'T TYPICAL SECTION POLK STREET STA. 10 +68.05 TO STA. 12 +29.80 T.I. =9.5 R =30 N.T.S. EXISTING A.C. PAVEMENT EXISTING GROUND EXISTING R/W 64 I I 94' EXISTING R/W 3 4/78 & OR 59/ - EXISTING GROUND 92 1 4 6" CURB & GUTTER EXPANSION JOINT MAINTAIN GUTTER GRADE AND FLOWLINE SAWCUT AND JOIN DETAIL N.T.S. CONSTRUCTION NOTES 1O INSTALL 0.45' A.C. PAVEMENT OVER 0.95' CLASS II AGGREGATE BASE O2 INSTALL 0.50' A.C. PAVEMENT OVER 1.10' CLASS II AGGREGATE BASE O 3 CONSTRUCT 8" THICK TYPE V (5000 PSI) CONCRETE DRIVEWAY OVER 1.0' CLASS II AGGREGATE BASE, OVER 6 MIL. PLASTIC SHEETING. O CONSTRUCT TYPE A -6 CURB OVER 0.5' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 200 &401. O CONSTRUCT TYPE A -8 CURB OVER 0.5' CLASS 11 AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 201 &401. O CONSTRUCT SIDEWALK AS SHOWN ON PLAN OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBER 401. O CONSTRUCT CURB RAMP CASE A OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. 10 CONSTRUCT CURB RAMP CASE B (MODIFIED) OVER 0.50' CLASS II AGGREGATE BASE OVER 6 MIL. PLASTIC SHEETING PER COUNTY OF RIVERSIDE STANDARD DRAWING NUMBERS 401 &403. ` EXPANSION JOINT 5 8" CURB & GUTTER 8 CURB /GUTTER TO 6• CURB /GUTTER TRANSITION SCALE: 1 " =2' E IGNED BY BENCHMARK: QPOFESSIpy MSA CONSULTING INC. DLS KK 516 4 PLANNING ■ CIVIL ENGINPaBING ■ LAND SURVEYING 391.19' (NAND 88 + 500') DE < P09 yC� 34200 BO Horn DRIVE ■ RANCHO Mmaca m CA 92270 DRAWN BY 3" BRASS DISK IN A STANDPIPE AT THE SOUTHEAST CORNER �" m m TELEPHONE (760) 320 -9811 ■ FAx (760) 323 -7893 DLS /BTE OF AVENUE 56 AND TYLER STREET, 44' SOUTH OF CENTERLINE, s C43880 `a 38.7 EAST OF CENTERLINE. a PREPARED UNDER THE SUPERVISION OF: Q. CHECKED BY 1 r C V V �� APPR DATE qrR p Q BSK /JAD SCALE: BY DATE REVISIONS ,a,T„ F OA\ \FO JULIAN A. DE LA TORRE RCE NO. 43880 DATE H: AS SHOWN V: MS 4282 I.P. NO. 140022 COUNTY OF RIVERSIDE CVUSD DISTRICT OPERATIONS CENTER OFF -SITE STREET IMPROVEMENT PLANS DETAILS AND SECTIONS BEING A SUBDIVISION OF A PORTION OF THE SW 1/4 OF OF THE NW 1/4 OF SEC. 22, T. 6 S., R. 7 E., SE FOR: W.O. COUNTY FILE NO. CVUSD 2116 V c m H Z U 0 c L U Q 0 3 0 w w N i m O SHEET NO. a 10 E 22 Q E 0 ¢ U OF 1 '' SHTS