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953o_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AND 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 SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. (1-951-955-6790) 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 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 6. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND 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. 9. ALL STREET SECTIONS ARE MINIMUM ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENT. USE STANDARD NO, 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALT EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL E APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVE. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE 460 AND 499. INSTALL EUCALYPTUS POLYANTHEMOS (SILVER DOLLAR), LIQUIDAMBAR STYRACIFLUA (UQUIDAMBER), PINUS PINEA (ITALIAN STONE PINE). 12. STREET LIGHTS SWILL 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 CENTERUNE 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 CONFDRM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16a. CONSTRUCTION PROJECTS DISTURBING EACRE MAI NATIONAL NOI OWNE/ POLLUTANT D CHARGE ELIMINA71ON SYSTEM (ARE REQUIRED TO FILE AENPOES)P RM((IT. T)N A WITH THE STATE WATERRSkESOURCESRCONTROL BOARD (SWRC) AND PREPARE OF INTENT WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONIRfORING PLAN FOR THE SITE. 16b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER/OWNER SHALL. PROVIDE THE COUNTY WITH A COPY OF THE N01, WITH A VALID WDID NUMBERS. 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 EXISTING DRAINED 70 OR JURM ST PIPES/CULVERTSTE(WHEIITTTY1'))E M TOOT B E REPAIRED, AND/OR CLEANEDO MAKE THEM FUNCTIONAL AND ACCEEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 19. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO START OF ANY WORK WITHIN PUBLIC RIGHT OF WAY. .;%�.� .. Ili �1iN 1. �._�. ll• jl _ • � lll._i. �1. r�;_. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUC71ON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SWILL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS 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 DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. SOILS It -VALUE PER KRAZAN do ASSOCIATES, INC. DATED DECEMBER 7, 2005 DIAL YOU DIG JUMYOU= IM FREE 8 ©-227-2&00 A PUBLIC SERNCE BY INAER2iISOWID SERNCE.AIERT WWOORKK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. COUNTY Of RIVERSIDE STREET IMPROVEMENTS Kai W TW 3: kA W V) J Q c� w 835' TO 26TH STREET o 755' TO 287H STREET I wU C1 �1 41 w n w 0 c� NJ z o_ Q U If z z QW 2.5 ds (CULVERT) Qv = 28.4 ds QW 37.0 ds (TOTAL) EXISTING PAVEMENT 2' MIN. BANGUI AT 0.1' MIN. POINT DETAIL NOT TO SCALE FOR PM 33617 oog VACANT ZONED I -P NPN 17a-�5o VACANT ZONED M -SC N 1�8'22� opo W INDEX MAP GRAPHIC SCALE ( IN FEET ) 1 inch - 100 ft. 9 NPN 1V- 0-00 INDEX OF SHEETS NEW PAVEMENT SHEET lye DESCRiPTrIDN 1 TITLE SHEET 2 STOCKOALE COURT PLAN AND PROFILE 3 RUBIDOUX BOULEVARD PLAN AND PROFILE 4 UA" NE " STORM DRAIN PLAN 5-8 CROSS SECTIONS FOR RUSIDOUX BOULEVARD NORTH R/W I 1103' , I i fE R1 ^ L COLD PLANE AND OVER OVERLAY 44' STREET TREE 78' STREET LIGHT ®PERIMETER i 12' 32' 32' 39' 39' i * 5' PER H.G.L. 25.± N.T.S. NOT TO SCALE CONDITIONSOF I STD. I T.O.P. APPROVAL LOC LENGTH OF CURVE 11' 28' 28' FL FLOWLINE FS FINISHED SURFACE BCR i i VARIES 5' BEGIN CURVE *5' i -- (2.3-3.5X) EDGE OF PAVEMENT P.P. POWER POLE CF CURB FACE g 0.18' 2 6 I - - -._..�- LEVEL I UNE zx_ `- i EFLA SEE .,..� _- --- - MAX _] ST NING AND EXISTING CURB I AND GUTTER q EXISTING IMPROVEMENTS JOINT UTILITY TRENCH SIAL-000NI 0rru-C11U11NrCK n TRANSPORTATION COUNTY OF RIVERSIDE O PROD F DEPARTMENT PROFESS/o `"PYP RFti�y F2� APPROVED BY'. y4�� oN° J. 4z z - No. 45702 No. 36052 mw w . Qom.+ Exp.12/31 /2010 ;b "�� A 30 Exp.6 2( ALAN D. FRENCH, R.C.E. 45702 DATE CIY1L �� �+�9 CIVIL REVISIONS APPR. DATE 7F OF CA1 �F c'�----_ .__.__. _ (C) OP CAQ COUNTY RECOMMENDED DATE-� 44' :o, ■ MENEM •• a REFERENCE PLANS W-96-002, SHEETS 9-12 W-96-001, SHEETS 2-7 TO EXIST. R/W H 0 PROJECT LOCATION co Jam/P } VICINITY MAP SEc 10 / 12S., R.5W. (NO SECTION - PORTION OF RANCHO JURUPA) N.T.S. U Lar CONSTRUCTION NOTES ESTIMATE OF QUANTITIES (D -CONSTRUCT 0.42' AC PAVEMENT 32,996 SF/990 TONS O2 -CONSTRUCT 0.96' CLASS II AGGREGATE BASE 29,485 SF/1,047 CY (D -CONSTRUCT 1.13' CLASS If AGGREGATE BASE 3,511 SF/147 CY (D -INSTALL FOG SEAL/PAINT BINDER 1.33 TONS 5�-CONSTRUCT 8" CURB AND GUTTER PER STD. NO. 201 535 LF (6 -CONSTRUCT 6' CURB AND GUTTER PER STD. NO. 200 1,074 LF (D -NOT USED --- 8a-CONSTRUCT CROSS GUTTER AND SPANDRELS PER STD. NO. 209 1 EA (9) -CONSTRUCT SIDEWALK, WIDTH PER PLAN, PER SID. NO. 400 9,074 SF 10 CONSTRUCT CURB RAMP, CASE A, PER STD. N0. 403 2 EA 11 CONSTRUCT 4.5' CATCH BASIN PER STD. NO. 300 WITH FOSSIL FILTER SM. NO. 300A 2 EA 12 CONSTRUCT GUTTER DEPRESSION PER STD. NO. 311, CASE 'B" 2 EA 13 CONSTRUCT CURB OUTLET PER STD. NO. 308 1 EA 14 CONSTRUCT UNDERSIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. NO. 309, 6 EA WIDTH PER PLAN, MODIFIED PER DETAIL SHEET 2 15 ADJUST MANHOLE FRAME AND COVER TO GRADE 7 EA 16 ADJUST WATER VALVE TO GRADE 6 EA 17 INSTALL STREET NAME SIGN PER STD. NO. 815 1 EA 18 REMOVE EXISTING CURB AND GUTTER 604 LF 19 REMOVE EXISTING SIDEWALK 604 LF PROPOSED SED RELOCATE rymnNG FIRE HYDRANT (BY OTHERS) 2 EA ** 6' PER2�-EXISTING WATER METER (PROTECT IN PLACE) 1 EA CONDITIONS OF APPROVAL INSTALL STREET LIGHT PER STD. NO. 1001 3 EA { 2® -COLD PLANE EXISTING AC PAVEMENT (MIN. 0.10' THICK) 2,025 SF i (24 -CONSTRUCT A.C. OVERLAY PER JOINT DETAIL HEREON 3,016 SF 2' i 2© -JOINT UTILITY TRENCH 537 LF I @- CONSTRUCT I L CONSTRUCT CULVERT HEADWALL PER CALTRANS STANDARD D860 1 EA 2X o-INSIALL 18" RCP (D -LOAD PER PLAN) 93 LF 2WREMOVE EXISTING DRIVE APPROACH 1 EA SIDEWALK UTIUTY TRENCH vreparea Idy: RIVERSIDE COUNTY BENCHMARK' ALLAAD ENGINEERING M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM: NGVD29 Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL 8253 Sierra Avenue AVENUE BRIDGE 156-415, OVER HIGHWAY J60, 246.0 FEET F HA AVENUE AT THE NE OF 28 AVENUE 15.0 FEET SE 0 LL Fontana, California 92335 28TH (909) 356-1815 Fax (909) 356-1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE n 0 ,y n SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X ►^X IiCX.< 1 L qy q 2.5 FOOT CONCRETE POST AND MARKED Ml. -4-64. Rafronnd L Allard, A.C.E. 36052 Date SCALE' (expires 6/30/2010) 1 1d: AS SHOWN V: AS SHOWN lI�IL; TMS PROJECT IS BONDED, AND TO E INSPECTED BY CONSTRUCTION INSPECTION DIVISION 1 STREET IMPROVEMENT PLANS 8 TITLE SHEET 1OF SHEETS STOCKDALE INVESTMENT GROUP I I NU NU, 19s-3- 0 A.C. PAVEMENT COLD PLANE AND OVER OVERLAY STREET TREE STREET LIGHT ®PERIMETER WALL - DIRECTION OF FLOW AC ASPHALT CONCRETE H.G.L. HYDRAULIC GRADE LINE N.T.S. NOT TO SCALE PVMT. PAVEMENT STD. STANDARD T.O.P. TOP OF PIPE LOC LENGTH OF CURVE TC TOP OF CURB FL FLOWLINE FS FINISHED SURFACE BCR BEGIN CURB RETURN ECR END CURB RETURN E BEGIN CURVE EC END CURVE EP EDGE OF PAVEMENT P.P. POWER POLE CF CURB FACE ( ) EXISTING ELEVATION ] FUTURE ELEVATION TO EXIST. R/W H 0 PROJECT LOCATION co Jam/P } VICINITY MAP SEc 10 / 12S., R.5W. (NO SECTION - PORTION OF RANCHO JURUPA) N.T.S. U Lar CONSTRUCTION NOTES ESTIMATE OF QUANTITIES (D -CONSTRUCT 0.42' AC PAVEMENT 32,996 SF/990 TONS O2 -CONSTRUCT 0.96' CLASS II AGGREGATE BASE 29,485 SF/1,047 CY (D -CONSTRUCT 1.13' CLASS If AGGREGATE BASE 3,511 SF/147 CY (D -INSTALL FOG SEAL/PAINT BINDER 1.33 TONS 5�-CONSTRUCT 8" CURB AND GUTTER PER STD. NO. 201 535 LF (6 -CONSTRUCT 6' CURB AND GUTTER PER STD. NO. 200 1,074 LF (D -NOT USED --- 8a-CONSTRUCT CROSS GUTTER AND SPANDRELS PER STD. NO. 209 1 EA (9) -CONSTRUCT SIDEWALK, WIDTH PER PLAN, PER SID. NO. 400 9,074 SF 10 CONSTRUCT CURB RAMP, CASE A, PER STD. N0. 403 2 EA 11 CONSTRUCT 4.5' CATCH BASIN PER STD. NO. 300 WITH FOSSIL FILTER SM. NO. 300A 2 EA 12 CONSTRUCT GUTTER DEPRESSION PER STD. NO. 311, CASE 'B" 2 EA 13 CONSTRUCT CURB OUTLET PER STD. NO. 308 1 EA 14 CONSTRUCT UNDERSIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. NO. 309, 6 EA WIDTH PER PLAN, MODIFIED PER DETAIL SHEET 2 15 ADJUST MANHOLE FRAME AND COVER TO GRADE 7 EA 16 ADJUST WATER VALVE TO GRADE 6 EA 17 INSTALL STREET NAME SIGN PER STD. NO. 815 1 EA 18 REMOVE EXISTING CURB AND GUTTER 604 LF 19 REMOVE EXISTING SIDEWALK 604 LF PROPOSED SED RELOCATE rymnNG FIRE HYDRANT (BY OTHERS) 2 EA ** 6' PER2�-EXISTING WATER METER (PROTECT IN PLACE) 1 EA CONDITIONS OF APPROVAL INSTALL STREET LIGHT PER STD. NO. 1001 3 EA { 2® -COLD PLANE EXISTING AC PAVEMENT (MIN. 0.10' THICK) 2,025 SF i (24 -CONSTRUCT A.C. OVERLAY PER JOINT DETAIL HEREON 3,016 SF 2' i 2© -JOINT UTILITY TRENCH 537 LF I @- CONSTRUCT I L CONSTRUCT CULVERT HEADWALL PER CALTRANS STANDARD D860 1 EA 2X o-INSIALL 18" RCP (D -LOAD PER PLAN) 93 LF 2WREMOVE EXISTING DRIVE APPROACH 1 EA SIDEWALK UTIUTY TRENCH vreparea Idy: RIVERSIDE COUNTY BENCHMARK' ALLAAD ENGINEERING M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM: NGVD29 Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL 8253 Sierra Avenue AVENUE BRIDGE 156-415, OVER HIGHWAY J60, 246.0 FEET F HA AVENUE AT THE NE OF 28 AVENUE 15.0 FEET SE 0 LL Fontana, California 92335 28TH (909) 356-1815 Fax (909) 356-1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE n 0 ,y n SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X ►^X IiCX.< 1 L qy q 2.5 FOOT CONCRETE POST AND MARKED Ml. -4-64. Rafronnd L Allard, A.C.E. 36052 Date SCALE' (expires 6/30/2010) 1 1d: AS SHOWN V: AS SHOWN lI�IL; TMS PROJECT IS BONDED, AND TO E INSPECTED BY CONSTRUCTION INSPECTION DIVISION 1 STREET IMPROVEMENT PLANS 8 TITLE SHEET 1OF SHEETS STOCKDALE INVESTMENT GROUP I I NU NU, 19s-3- PROPOSED SED RELOCATE rymnNG FIRE HYDRANT (BY OTHERS) 2 EA ** 6' PER2�-EXISTING WATER METER (PROTECT IN PLACE) 1 EA CONDITIONS OF APPROVAL INSTALL STREET LIGHT PER STD. NO. 1001 3 EA { 2® -COLD PLANE EXISTING AC PAVEMENT (MIN. 0.10' THICK) 2,025 SF i (24 -CONSTRUCT A.C. OVERLAY PER JOINT DETAIL HEREON 3,016 SF 2' i 2© -JOINT UTILITY TRENCH 537 LF I @- CONSTRUCT I L CONSTRUCT CULVERT HEADWALL PER CALTRANS STANDARD D860 1 EA 2X o-INSIALL 18" RCP (D -LOAD PER PLAN) 93 LF 2WREMOVE EXISTING DRIVE APPROACH 1 EA SIDEWALK UTIUTY TRENCH vreparea Idy: RIVERSIDE COUNTY BENCHMARK' ALLAAD ENGINEERING M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM: NGVD29 Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL 8253 Sierra Avenue AVENUE BRIDGE 156-415, OVER HIGHWAY J60, 246.0 FEET F HA AVENUE AT THE NE OF 28 AVENUE 15.0 FEET SE 0 LL Fontana, California 92335 28TH (909) 356-1815 Fax (909) 356-1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE n 0 ,y n SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X ►^X IiCX.< 1 L qy q 2.5 FOOT CONCRETE POST AND MARKED Ml. -4-64. Rafronnd L Allard, A.C.E. 36052 Date SCALE' (expires 6/30/2010) 1 1d: AS SHOWN V: AS SHOWN lI�IL; TMS PROJECT IS BONDED, AND TO E INSPECTED BY CONSTRUCTION INSPECTION DIVISION 1 STREET IMPROVEMENT PLANS 8 TITLE SHEET 1OF SHEETS STOCKDALE INVESTMENT GROUP I I NU NU, 19s-3- SIDEWALK UTIUTY TRENCH vreparea Idy: RIVERSIDE COUNTY BENCHMARK' ALLAAD ENGINEERING M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM: NGVD29 Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL 8253 Sierra Avenue AVENUE BRIDGE 156-415, OVER HIGHWAY J60, 246.0 FEET F HA AVENUE AT THE NE OF 28 AVENUE 15.0 FEET SE 0 LL Fontana, California 92335 28TH (909) 356-1815 Fax (909) 356-1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE n 0 ,y n SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X ►^X IiCX.< 1 L qy q 2.5 FOOT CONCRETE POST AND MARKED Ml. -4-64. Rafronnd L Allard, A.C.E. 36052 Date SCALE' (expires 6/30/2010) 1 1d: AS SHOWN V: AS SHOWN lI�IL; TMS PROJECT IS BONDED, AND TO E INSPECTED BY CONSTRUCTION INSPECTION DIVISION 1 STREET IMPROVEMENT PLANS 8 TITLE SHEET 1OF SHEETS STOCKDALE INVESTMENT GROUP I I NU NU, 19s-3- Ez1 10 11 12 13 14 15 A RUM SERMCE BY URDERtC W SERVICE AWT T NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. E o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN y HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER a SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY,. Q Q R L T A 9O`OO'OO" 35.00' 54.98' 35.00' B 28 4756` 111.00' 55.79' 28.50' C 208'36'29" 50.00' 182.04' — 0 2814757" 117.87' 89.40' 45.67' REVISIONS avow A.C. PAVEMENT A F ESS/ COUNTY OF RIVERSIDE D. FRFgz TRANSPORTATION DEPARTMENT APPROVED BY: s No. 45702 m 3.12/31/2010 ALAN D. FRENCH, R.C.E. 45702 DATE Owl- �a�P SWALE INTO CULVERT MODIRED UNDERSIDEWM DRAIN COUNTY OF RIVERSIDE STD. NQ 309 NTS QR{1FESS,OM ALLARD ENGINEERING AOq st ��O 4� F2 Civil Engineering - Land Surveying - Land Planning 0 �e 9�a 8253 Sierra Avenue 36052 , Fontana California 92335 No. Exp.6 30 2010 (989) 3 8-1815 Fax (985) 358-1795 eX 11 • �P" O I V 1 ti q7F DA���t3r Aaym d I. Allg , H.C.F. 38052 Date (expires 6/38%2[110) CATCH BASIN #1 DEDYL NTS CO TRUCTION NOTES Q1 —CONSTRUCT 0.42' AC PAVEMENT &CONSTRUCT 0.96' CLASS It AGGREGATE BASE Q4 —INSTALL FOG SEAL/PAINT BINDER (6)—CONSTRUCT 6' CURB AND GUTTER PER STD. NO. 200 CONSTRUCT SIDEWALK, WIDTH PER PLAN, PER STD. NO. 400 11 CONSTRUCT 4.5' CATCH BASIN PER STD. NO. 300 WITH FOSSIL FILTER STD. NO. 300A 12 CONSTRUCT GUTTER DEPRESSION PER STD. N0. 311, CASE mir 14 CONSTRUCT UNDERSIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. NO. 309, WIDTH PER PLAN, MODIFIED PER DETAIL SHEET 2 1b ADJUST MANHOLE FRAME AND COVER TO GRADE 16 ADJUST WATER VALVE TO GRADE 17 INSTALL STREET NAME SIGN PER STD, NO. 815 RIVERSIDE COUNTY RENCH"K d.L.-4-64 ELEVATION = 845.814 FEET (5-1971) )ATUM: NGVD29 )ETAILED DESCRIPTION — AT THE NE CORNER OF THE HALL %VENUE BRIDGE J56-418, OVER HIGHWAY J60, 246.0 FEET 5 28TH AVN i .0 S OF HA AVENUE AT T NE )F 28 AVENUE 5 FEET E LL HE E :ND OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE 31DEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X ?,5 FOOT CONCRETE POST AND MARKED M.L.-4-64. STREET FOR: STOCKDALE INVESTMENT CAT( -1 BASIN #2 DETAIL NTS T NO. 2 PLANS T I OF SHEETS _ ETS CL RUBIDOUX BOULEVARD EXISTING R/W T 12 I _ EXISTING R/W PER INSTRUMENT NUMBER 2000-433136 DATrD 11 1 12nm 13 EXISTING SIDEWALK EXISTING 8' CURB AND GUTTER L ELI I Oawol PN 21 010 = �c--) e NF, 2 � VnT pD P �1a� ?tuc��4 �j•2Zp Cin CONSTRUCTION NOTES (D -CONSTRUCT 0.42' AC PAVEMENT 15 ADJUST MANHOLE FRAME AND COVER TO GRADE BOUNDARY 3Q --CONSTRUCT 1.13' CLASS it AGGREGATE BASE I6 ADJUST WATER VALVE TO GRADE o O4 INSTALL FOG SEAL/PAINT BINDER 17 INSTALL STREET NAME SIGN PER STD. NO. 815 5D --CONSTRUCT 8' CURB AND GUTTER PER STD. NO. 201 18 REMOVE EXISTING CURB AND GUTTER (8) -CONSTRUCT CROSS GUTTER AND SPANDRELS PER STT). NO. 209 19 REMOVE EXISTING SIDEWALK O9 -CONSTRUCT SIDEWALK, WIDTH PER PLAN, PER STD. NO. 400 20 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 10 CONSTRUCT CURB RAMP, CASE A, PER STD. NO. 403 21 EXISTING WATER METER (PROTECT IN PLACE) a 13 CONSTRUCT CURB OUTLET PER STT). NO. 308 @-COLD PLANE EXISTING AC PAVEMENT (MIN. 0.10° THICK) 24 CONSTRUCT A.C. OVERLAY PER JOINT DETAIL ON SHEET 1 0 28 REMOVE EXIS71NG DRIVE APPROACH CURVEATA Q A R L T A 91700'00" 35.00' 54.98' 35.00' B 054218' 100,00' 9,97' 4.991 C 0707130" 100,00' 12.44' 6.23' I RAI. FREE 227-? OA A 13UMX SEdNf£ BY IMiD It0Uf1D NCE V Wal O ONTAlNED WITHIN THESE PIANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A 3 GRADING PERMIT HAS BEEN ISSUED. 6 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY " APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK BY DATE REVISION$ ENGIN i17+55.2 CL RUBIDOUX BOULEVARD = I 10+00. CL ST Kl)AL `EE COURT --------------�- ---------- -------- ----- --- --------^------ APN 178- _._.. — ._e IST) 4" WATER MAI Y -�— APN 178-140-011 PROPOSED 12" WATER MAIN PROPOSED 8" SEWER MAIN 15 16 17 18 N3T3O'46'E 19 T �. EXISTING GAS LINES ....'3�4 = 2 24o , FNG� W9IER_M91N.__ -� : 3: 4 5f _..—aL.... — .. . — — V LE WIDTH DR EASEMENT TO iCO LLMD 89-1C WATER QUALITY BMP BIO -10' PRIVATE SWALE TO BE MAINTAINED BY DRAINAGE EASEMENT COUNTY LLMD 89 -IC. CONCRETE 'V' DITCH 0.8 CFS, 1' WIDE H MAINTAINED BY HOA 1 COLD PLANE AND OVERLAY No, 45702 Exp.12/31 /2t fN SII mM-!ll ■1■m; I RWI■I 1 RUBIDOUX BOULEVARD COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED sY 1.19-01 DATE tc+1-^A. kms! DATE E UNE 'A7 SEE SHEET 4 20; 21 21EXISTING` DRIVEWAY ROP N n1 y� C = � o, �isov� 01 co ac % APN 178-150-003 wm EXISTING PAVEMENT CONDITION ON RUBIDOUX BLVD IS "VERY GOOD' (81-100) PER COUNTY GIS. APN 178-150-004 :i EXISTING R/W 25+90.14 CL RUBIDOUX BOULEV D T 22 i CURB AND GUTTER R/W GRAPHIC SCALE ( IN FEET ) I inch = 40 tL UlNttrz ereparea ay: RIVERSIDE COUNTY BENJIWK RpFES S/01 ALLAAD ENGINEERING M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) ON J. ql ql DATUM: NGVD29 197 F Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL a 8253 Sierra Avenue AVENUE BRIDGE 156-415, OVER HIGHWAY #60, 246.0 FEET c No. 36052m Fontana, California 92335 OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE AT THE NE Kp.6 30 2010 a (909) 356-1815 Fax (9Q9) 356-1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE Lam_ SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X Civil_ `P /L3. . 2.5 FOOT CONCRETE POST AND MARKED M.L.-4-64. CAQI Raym nd J. Aflaffi, H.C.E. 36952 Date SCALE: (expires 6/30/7010) H; , A$ �1f�)W.N V. A�-4O.W!1 STREET FOR; STOCKOALE INVESTMENT GROUP I SHEET NO. 3 ' PLANS 8 ARD OF SHEETS COUNTY COUNTY FILE NO. FILE N0. T 3 _ 0 Al �Iz WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL, OR DARING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, REVISIONS 10 APN 178-140-018 11 WATER MAIN VARIABLE WITH 7 DRAINAGE EASEMENT TO VEGETATED SWALE COUNTY LLMO, 89-1C WATER QUALITY BMP BIO SWALE TO BE MAINTAINED BY COUNTY LLMO 89-1C E 8" SEWER MAIN APN 178-150-003 , GRAPHIC SCALE LINE "A" f COUNTY OF RIVERSIDE JtAL-tNUINUK FESS / �Q °Nq TRANSPORTATION DEPARTMENT PROFESS/0 APPROVED BY: No. 45702 m m >. 12/3 i 2010eL FRENCH. R C.. 45702 -���� ALAN D. E D E No. 36052 m Ex 6 30 2( P �— l CONSTRUCTION NOTES 2WCONSTRUCT CULVERT HEADWALL PER CALTRANS STANDARD D86B 2@—INSTALL 18" RCP (D—LOAD PER PLAN) ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909)356-1;7799955 Aa and L Ward, A.G.£. 36052 Data (expires 6/30/2014) —4-64 ELEVATION = 845.814 FEET (5-1971) UM: NGVD29 AILED DESCRIPTION — AT THE NE CORNER OF THE HALL NUE BRIDGE 156-415, OVER HIGHWAY 160, 246.0 FEET 28TH AVENUE 15,0 FEET SE OF HALL AVENUE AT THE NE i OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE WALK, A BRASS DISK SET IN THE TDP OF A 1.0 FOOT X ( 1N FEET ) 1 inch = 40 & COUNTY OF RIVERSIDE SCHEDULE T STORM DRAIN IMPROVEMENT PLANS STOCKDALE COURT STOCKDALE INVESTMENT GROUP NO, 4 OF SHE COUNTY FILE N(i. NORTH EXIST. PROPOSED R/W RIW RIW I1 103' I I i 44' I I 44' 1 38' 1 21' I 12' 32' 32, .T I25't 6' I 1 (12.00%)LO FUTURE EXISTING SIDEWALK EXISTING CURB -J SIDEWALK EXISTING IMPROVEMENTS AND GUTTER FUTURAND ECRB STA *25 MMM N L LARD -100' R/W NOT TO SCALE NORTH EXIST. PROPOSED RIW R/W RIW I1 103' 1 I 1 1 T 59' I 44' 1 1 l44' 1 38' 1 21' I 1 12' 32' 32' 12" I 25't 6' 5' ^ ro I I (11.60%) n 1 1 ro Looo kt" �--- --- (3 (3] ti i FUTURE SIDEWALKEXISTING L_J EXISTING CURB-JI SIDEWALK RIW RIW PROPOSED I1 103' I 1 12' 32' 32' 1: I 25't 6' 5' ";3 m i I� (12.00%) � °MD °° (3_ (3.441 ro 1---_ IL I I I EXISTING CURB _j EXISTING IMPROVEMENTS AND GUTTER 1 1 1 21' 1 1 1 I I 1 1 _..-- FUTURE ---, EXISTWG SIDEWAL SIDEWALK FUTURE CURB NORTH EXIST. PROPOSED RIW R/W R/W 103' 59' i 44' 1 1 44' 1 38' 121' I i 12' 32' 32' 12'1 i 25't_ 6' 1 5 n^ ro� ro I 1 �I n (12.80%) Lo �,\, „� I 1 Op h I kc r 50 FUTURE EXISTING SIDEWALK -J I -J SIDEWALK EXISTING CURB I FUTURE CURB r EXISTING IMPROVEMENTS AND GUTTER AND GUTTER STA 11+50 RIIBD= OMMAARD- W R/W NOT TO SCALE NORTH EXIST. PROPOSED R/W R/W R/W I1 103' I I 11 59 I 44' I I I44' 1 38' 1 21' I i 12' 32' 32' 12'T _� 1 I 25't 6' 5 ( I 1 a^�� 0 1 (13.40%) �„ Lr I 00_ ro (3 ���------ ---- � I -' FUTURE EXISTING SIDEWALK L_ J � _ JI SIDEWALK EXISTING CURB rVICrIAIn IIIDDMICIICARC FUTURE CURB .X�AXIIIA_l w 1 1 RIWTH Rte • PRR/W SED 1 103' I I NORTH RIW PROPOSED RIW 1 103' 59' 1 44' I 1 I44' 1 38' 1 21' I 12' 32' 2' 12' 11 I25'# 6' I 1 5 I (12.00%)Ln 00 — F- r - - - - FUTURE ti EXISTING SIDEWALK L_J _J SIDEWALK EXISTING CURB rvlcnun woornrcururc FUTURE CURB wvu vu11cR STA 11#75 MMM QQJUARQ-W R/W NOT TO SCALE NORTH EXIST. PROPOSED R/W RIW RIW L 1 103' i 1 12' 32' 32, I 25't 5' cc ^ m Iv (13.07%)Lo ti Ca ro �g LO q& j °o LOI EXISTING CURB L EXISTING IMPROVEMENTS AND GUTTER { 11 �• :• '� 1{ 1 1 �-- 6 I I I I 1 1 cQ FUTURE EXISTING SIDEWALK SIDEWALK FUTURE CURB 59' 44' 1 1 44'38' 1 21' I ,2 3, 1,r�- 25'# 6 I I �I (12.60%) �\ Lr I 1 �" row``.. ti ---- (U4X - _ - - --- - FUTURE I i -�EXISTING SIDEWALK L _ J I SIDEWALK EXISTING CURB rVICTe.I/_` woonvrururc ..,,. ,,. I FUTURE CURB 1 103' 44' I 121 1 12 I 59' 5' 1 rn (13.76%) C14 I I 11 I44' I 44, 1 S8' 1 21' I l 1 12' 32' 32, I 25't 5' cc ^ m Iv (13.07%)Lo ti Ca ro �g LO q& j °o LOI EXISTING CURB L EXISTING IMPROVEMENTS AND GUTTER { 11 �• :• '� 1{ 1 1 �-- 6 I I I I 1 1 cQ FUTURE EXISTING SIDEWALK SIDEWALK FUTURE CURB 59' 44' 1 1 44'38' 1 21' I ,2 3, 1,r�- 25'# 6 I I �I (12.60%) �\ Lr I 1 �" row``.. ti ---- (U4X - _ - - --- - FUTURE I i -�EXISTING SIDEWALK L _ J I SIDEWALK EXISTING CURB rVICTe.I/_` woonvrururc ..,,. ,,. I FUTURE CURB 1 103' 44' I 121 25'-+ 12 I I 5' rn (13.76%) C14 1_ 1 ^ 00 (O \ __-- (3.44% L_J EXISTING CURB f EXISTING IMPROVEMENTS AND GUTTER { EXIST. PROPOSED RIW RIW i - I I 121 12 I I 6, 1 I I I 1 I amp U I - � FUTURE L EXI$11NG SIDEWALK NORTH EX, PROPOSED NORTH EXIST. PROPOSED NORTH EXIST. PROPOSED R/W RIW RIW R/W R/W R/W R/W R/W R/W 0 103' 103' 103' 59' I 59' I 59' h1 44 I 1 I 44' I I 1 44' 1 1 1 I 44' 1 38' 1 _ 21' I �, 44' 1 38' 1 ,� 21' I ( 44' 1 38' I _ 21' I 8 1 12' 32' 32' 1211 1 i I 12' 32' 32' 12" I 1 12' 32' 32' 25't 6' 1 I I 5 25'f 6' ( I I 5 25't 6 I I 1 5 i I I i (11.32%) °' 1 1 1 w (11.46%) to 8 1 I (12.63%) a"no U I I In '(..�' ro w ro 1 1 I 4^. ro Iyi. � "IV- I I �\ II :I^ �\ �� J I1 I\ s------ ---- --- , _ -_ -_ _ _ ~ I -- -� _ _ - - -(3.36X- - - `I r- ;----r-- v 4- (3-56% 3.4-2-% - SID QED _ __ _--_— _ _ � I meq-- — ._ —. — .__-- --- — — --- "- — — "- I � I �,.T- -- — I FUTURE t - - " FUTURE - - 3, �.�, FUTURE r I EXISTING ti , EXISTING GRIND AND OVERLAY— EXISTING �E L_J I j SIDEWALK (-J L SIDEWALK SIDEWALK -J MI SID ALK SIDEWALK SIDEWALK EXISTING CURB EXISTING CURB a EXISTING CURB RE CUA I EXISTING IMPROVEMENTS FUTURE CURB EXISTING IMPROVEMENTS FUTURE CURB EXISTING IMPRLEGEN OVEMENTS AND GUTTER r AND GUTTER AND GUTTER AND GUTTER AND GUTTER 854.00 PROPOSED r AND GUTTER PROPOSED CURB (854.00) EXISTING x+00 AND GUTTER [854.001 FUTURE STA 16+50 STA 16+75 STA 1 E TIONS OLM CM TAPE ONPLANS) ' J m EmflD_ 06' Ri1N MID= BOU.EYARD-10fi' RJW AI�DOUX B4WLEYr -100' R/W v NOT TO SCALE NOT 70 SCALE NOT TO SCALE o' SEAL -COU - Prepared y: SH NO. N COUNTY OF RIVERSIDE Rm�smE +TION PM 36'17 LP. 090058 WORK CONTAINED WITHIN THESE PLANS SHALL NOT QgpFESS/phi TRANSPORTATION DEPARTMENT Q o�ESS/oH ALLARD ENGINEERING M.L.-4,64 ELEVATION = 845.814 FEET (5-1971) -�/ i c3 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA O D . F l p 0 �. ql DATUM: NGVD29 COUNTY I ©f RIV SIDE 5 GRADING PERMIT HAS BEEN ISSUED. Q\P� RF��y�y� APPROVED BY: h�4�v l�flN q<l9 try Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - A7 THE NE CORNER OF THE HALLSCHEMEb E y y e A 8253 Sierra Avenue AVENUE BRIDGE 156-415, OVER HIGHWAY #60, 246.0 FEET SW �++*� /� 'o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR No. 45702 m/��� Na. 36052 m Fontana, California 92335 OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE A7 THE NE STREET CROSS SECTIONS IA✓N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN �' ^+ 4I/'N,��GAY '� "' ^' © p Ex 6 30 2010 (909) 356-7815 Fax (989) 356-1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN OT X RUBI i i BOULEVARD OF - SHEETS .. HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY. ExP.12/31 /2010 ALAN D. FRENCH, P.C.E. 4 702 DA� P � L_ SIDEWALK, A BRASS DISK SET IN THE 74P OFA 1.0 F00 1� �V �' APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER e� kr / 09 2.5 FOOT CONCRETE POST AND MARKED M.L.-4.-64. ¢ 1Tj CI 1� ' CIV1� �— FOR: W.O. C(?l1NTY COUNTY FILE NO. I� SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE 9} V N A.C.E. 35052 Date MARK BY DATE APPR. DATE p p E,. 4 .' stc4 Bay , d 1. Alla , SCALE: FILE NO. o SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CA1 1'r` CAI_ (expires 5/30/2010) AS - WN V. S H N S10CKDALE INVESTMENT GROUP . NGIN R COUNTY RE MMEN Ep DATE H. - NORTH RAW PROPOSED RIW RIW 103' I I 59, l 44, 1 1 12' 1 32' 32' I 25.± _ 5' 0(11.75%)� GRIND AND OVERLAY L_J EXISTING IMPROVEMENTS EXISTING iANDAND AND r STA W25 (DUFWQ CM TAM MMM AFD -_p NOT TO SCALE NORTH R/W I 1103' 59' I 44' 1 1 12' 1 32' 32' I 25'1 _ 5' 00 (11.29%)� L% � u - -___ (2.84% ~ GRIND AND OVERLAY L_J EXISTING EXISTING IMPROVEMENTS MO GUrT T- STA 15+00 IUBY ��''���� �1y/ RA 9OU LE N D- RN' NOT TO SCALE 44' 103' 25'1 I 5, --- ^1r. (12.42%)� of (2—.88%) _a GRIND AND OVERLAY EXISTING I l EXISTING IMPROVEMENTS AND GUTT STA 15+75 AUB W 60ULEVAAD-103' R/W NORTH NOT TO SCALE R/W I 1103' 1 12' 32' 32' 5 t 5' � QIP (3.01% - ---- _ L_J GRIND AND OVERLAY EXISTING i EXISTING IMPROVEMENTS AND GUTT r STA 16150 guy= YARD -103' FEW E NOT TO SCALE v c W�Q'RKCONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. E z THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE MARK BY DAT SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. E ENGINEER 44' 38' 44 38' i I 1 I 1 1 I 21 1 1 12'— 6'LO �� P- I I ( I � �f2 `- 1 I PROPO'. SIDEWA PROF IN J Ji ,URB SDI EWEXI R _J SIDEWALK PROPOSED CURB FUTURE CURB AND GUTTER PROPOSED CURB AND GUTTER (SEE ELEVATIONS ON PLANS) EXIST. PROPOSED R/W R/W I I 44 38' i 1I 21' 12'r� 1 I 6' 1 1 I I �� P- M �� �W �f2 00 PROF IN IWNL SIDE1 Ji ,URB SIDE PROPOSED CURB NORTH RIW 103' 59' I I 44, I 1 12' 2' 25 32' I# 5' 06 (12.25%)� ro -_--to (3.24% GRIND AND OVERLAY l_J EXISTING IMPROVEMENTS EXISTING ANDAND AND STA WX MEMM4�'V. ABQ--1031 R/W NOT TO SCALE RH 103' r 59' I 44, I 1 12' 32 32' I 25'1 I I 01 (11.66%)� i4 00 u – _ (3.16% li h- --- GRIND AND OVERLAY L -J EXISTING I EXISTING IMPROVEMENTS AND GUTT ERPROPOSED RH/WR/W/W I I I 1103' 44' 1 1 I 21' I 44' 1 1 12' 32' 32' 1 1 25'# _ I 5 t I I �I^ (11.06%) I 1 - - _ 00 (2.92% ---I� PROPOSED EXISTING L_J GRIND AND OVERLAY- SIDEWALK SIDEWALK EXISTING C PROPOSED CURB EXISTING IMPROVEMENTS AN GpAN�UTTE EX/ PRR/W SED 1 I 21' 1 1 I I I 1 STA 16+00 AU X BMffAFQ-10Q' WW NORTH NOT TO SCALE R/W I 1103' r 1 I 59' 1 12' 32' 32' I5' 251 T 01 (12.10%)� II ro v (27 I---r.--_ .-'- GRIND AND OVERLALJ Y EXISTING I EXISTING IMPROVEMENTS AND GUiT a EXIST. PROPOSED NORTH R/W R/W RIW I I I I I I I I I EXIST. PROPOSED R/W R/W 103' I I 12' 32' 32' I 25'1 �T 5' (3-04ffj -- r ---- --------�___ PROS_I SIDEWALK L J GRIND AND OVERLAY EXISTING I CURB EXISTING IMPROVEMENTS AND GUTTA ANU UUIIt1i STA W75 Me=Ap� Nr www NOT TO SCALE EXIST. PROPOSED NORTH RI RI I 1103 1 1 21' 1 1 1 I I 1 I kZ- EXISTING PROF �--- SIDE1 SIDEWALK PROPOSED CURB R/W EXIST. PROPOSED 1 PROPOSED SIDEWALK CURB EXIST. PROPOSED R/W R/W 1 1 21' 44' i I'T 59' I 44 44' 1 38' 1 12' 1 32' 32' 1' I 251 6' 5' gym^ oil^ (11.56%) ro 00 -(316X 18% - — _ — — — L---� �I --- ---_ --- —..-—._._-.---- L JGRIND AND OVERLAY---�M�N� J EXISTING CURB _J EXISTING IMPROVEMENTS AND G R 1 1 � NORTH R/W 103' 0 It_ 6 5' .I eel^ (10.87%) rn o E9 ffi ro (2.92% ------ _ —_ _--_—_-= --- --3.36 -- ~— — — GRIND AND OVERLAY-- 3, I�L``ti J L -J MIIY EXISTING CURB -J EXISTING IMPROVEMENTS AND GUTTER EXIST. PROPOSED R/W R/W I I Z4 1 1 I I 1 CURB EXIST. PROPOSED R/W R/W I I I I I CURB STA 16+25 AU�3 = @OULEVAF�: =' R/W RNOT TO SCALE EXIST. TPROPOSED I1103' I I 59' ' I I44' 44' I 1 12' 32' 32' 12' I 251 1 5 I 00(11.49%) Q 0) 00 1 EXIS opo 0L � I SIDE —_ —00 —(00 2.80%) 3.45% -- _ --- t GRIND AND OVERLAY J EXISTING CURB _J EXISTING IMPROVEMENTS AND GUTTER 854 00 _ PROPOSED . �,� V V Ln (854.00) EXISTING STA 16+75 STA 17+00 [854.001 FUTURE NOT TO SCALE NOT TO SCALE SEAL -000N COUNTY OF RIVERSIDE Prepared By: Rmzn)E couhw ma*wt PM 33611 I.P. 090058 SHEET NO. gyp ESS/ TRANSPORTATION DEPARTMENT Q� ALLARD ENGINEERING P N FESS/ M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) 0. FR APPROVED Bl! ��° off©' q<< F DATUCivil Engineering - Land Surveying - Land Planning DETAIILLED D SCRIP77ON - AT THE NE CORNER OF THE HALL COUNTY29 �P RIVERSIDE 6 6253 Sierra Avenue AVENUE BRIDGE #56-415, OVER HIGHWAY #60, 246.0 FEET SW SCHEDULE A' No. 45702 a&, c� No. 36052 m Fontana, California 92335 OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE AT THE NE STREET CROSS SECTIONS �� ® )/� '� "� r'' 909 356-1615 Fax 909 356-1795 END OF A RAL ABUTMENT AND 2.0 FEET HIGHER THAN THE ExP,12/37/2010 Exp.s 30 2011) SIDEWALK, A BRASS DIRK SET IN THE TOP OFA 1.0 FOOT X RU8IDOUX BOULEVARD OF SHEETS ALAN D. BENCH, R.C.E. 45 02 D�� /f �P %p �� r�..i V 2.a FODT CONCRETE POST AND MARKED M.L,-�4-64 �q CIVIA q DIVIG < FOR. W.O. LNR53 NTYFILE N0.' APPR. DAT -_ t o Ba d I aril, R.C,E, 3605' t1ate CALE.E aF -''�OF CA1F S STOCKDALE INVESTMENT GROUP . REVISION$ COUNTY PF CA1 R OMME D DA (expires 6/30/20113) }{: AS H WN V. SH0 N 1 1 I 44' 0 It_ 6 5' .I eel^ (10.87%) rn o E9 ffi ro (2.92% ------ _ —_ _--_—_-= --- --3.36 -- ~— — — GRIND AND OVERLAY-- 3, I�L``ti J L -J MIIY EXISTING CURB -J EXISTING IMPROVEMENTS AND GUTTER EXIST. PROPOSED R/W R/W I I Z4 1 1 I I 1 CURB EXIST. PROPOSED R/W R/W I I I I I CURB STA 16+25 AU�3 = @OULEVAF�: =' R/W RNOT TO SCALE EXIST. TPROPOSED I1103' I I 59' ' I I44' 44' I 1 12' 32' 32' 12' I 251 1 5 I 00(11.49%) Q 0) 00 1 EXIS opo 0L � I SIDE —_ —00 —(00 2.80%) 3.45% -- _ --- t GRIND AND OVERLAY J EXISTING CURB _J EXISTING IMPROVEMENTS AND GUTTER 854 00 _ PROPOSED . �,� V V Ln (854.00) EXISTING STA 16+75 STA 17+00 [854.001 FUTURE NOT TO SCALE NOT TO SCALE SEAL -000N COUNTY OF RIVERSIDE Prepared By: Rmzn)E couhw ma*wt PM 33611 I.P. 090058 SHEET NO. gyp ESS/ TRANSPORTATION DEPARTMENT Q� ALLARD ENGINEERING P N FESS/ M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) 0. FR APPROVED Bl! ��° off©' q<< F DATUCivil Engineering - Land Surveying - Land Planning DETAIILLED D SCRIP77ON - AT THE NE CORNER OF THE HALL COUNTY29 �P RIVERSIDE 6 6253 Sierra Avenue AVENUE BRIDGE #56-415, OVER HIGHWAY #60, 246.0 FEET SW SCHEDULE A' No. 45702 a&, c� No. 36052 m Fontana, California 92335 OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE AT THE NE STREET CROSS SECTIONS �� ® )/� '� "� r'' 909 356-1615 Fax 909 356-1795 END OF A RAL ABUTMENT AND 2.0 FEET HIGHER THAN THE ExP,12/37/2010 Exp.s 30 2011) SIDEWALK, A BRASS DIRK SET IN THE TOP OFA 1.0 FOOT X RU8IDOUX BOULEVARD OF SHEETS ALAN D. BENCH, R.C.E. 45 02 D�� /f �P %p �� r�..i V 2.a FODT CONCRETE POST AND MARKED M.L,-�4-64 �q CIVIA q DIVIG < FOR. W.O. LNR53 NTYFILE N0.' APPR. DAT -_ t o Ba d I aril, R.C,E, 3605' t1ate CALE.E aF -''�OF CA1F S STOCKDALE INVESTMENT GROUP . REVISION$ COUNTY PF CA1 R OMME D DA (expires 6/30/20113) }{: AS H WN V. SH0 N NEXIST,PROPOSED WRI 103' 1 A 59' 1 .; i 44' 1 44' 1 12' 3' 3' 12' I 251 i 5' (I co ro o Q 1 110 On co w 1 Uj 00 so i 3.36% 10,/' (_;� GRIND AND OVERLAY EXISTING CURB -J EXISTING IMPROVEMENTS AND GUTTER REXIST.PROPOSED NORTHIWWIW I 1 103' I 1 I_ 1 1 12' 3 32' 12' 1 I I25,# 1 1 5' I M I N (12.03%) . 0 o N i EXISTING :w ao y 00 C I SIDEWALK00 1 --- --- ---^— ---(2.88%--- -3.489 �_� — GRIND AND OVERLAY \Ji EXISTING CURB -J ROPOSED I EXISTING IMPROVEMENTS AND GUTTER I PR 8TA f7'+25 M90M QOUL&ARD-103' NOT TO SCALE REx. PROPOSED EXIST. 103' 1 A i 59' 1 44 1 1 44' 1 1 12' 32' 32' 12' 1 I 25'1 1 1 5' (11.81%)1-: 0 � � I EXISTING 1 IL 1 co �' I 1 SIDEWALK (2.849_ 919 GRIND AND OVERLAY `J EXISTING CURB -J I PR EXISTING IMPROVEMENTS AND GUTTER V_ STA n+5o NNW WUL&AIV"' 103' R/W NOT TO SCALE NORTH ERS• PROPOSED RIW I 1103' 1 I I I 1 12' 1 52' 32' 1, I 25'1 _ 6' 5' � 1 ` (11.17%) .r \ aaq ro (2' 0V 739 L_� — — GRIND AND OVERLAY— _j Ji _J EXISTING CURB EXISTING IMPROVEMENTS AND GUTTER 1 1 I 1 EXISTING &IDEI SIDEWALK PROPOSED CURB EXIST. PROPOSED R/W R/W 103' I I 59' 44' 44' 1 12' 32 32' I 25'1 5' cNoh (12.08%)Uj o \ Mo o 00 3, Ogg a GRIND AND OVERLAY EXISTING CURB, --'- EXISTING IMPROVEMENTS AND GUTTER r STA f7+75 AlJBDOUX ONNAFjQ-103' R/W NOT TO SCALE NORTH R/W I_ 1103' I 1,2' � 1 I IEXISTING i —00 I SID 59' 44 44' 1 38' 1 12' 32' 32' 14 I 25'1 6 5' N oa Go (2-8G_ 49 _ GRIND AND OVERLAY--�3' MI -J EXISTING CURB EXISTING IMPROVEMENTS AND GUTTER EXIST. PROPOSED R/W RIW I 1 21' 1 1 1 I I 1 I CURB NORTH EXIST. PROPOSED ERPRISED RR• PROPOSED R/W RAN IIW S G /W EXIST. 103' 103' 103' 59' 1 59' 1 59' I ¢4' 1 I 1 44' � 1 1 44' I I 44' 1 38' 21' I 44' I� 38' 1 21' 44' 1 38' 1 1 21' 12' 32' 32' 12'i �— i 1 12' 32' 32' 12'1 _I i 1 12' 32' 32' 12' I 25.1 0 6' 1 I I 5 2g# N m 6' i I 5 25:1: n 6_ ( I 1 5 a o co I I 1 rn 11.25% '� 0 1 1 1 N 10.93% to t-^ 0 1 1 coI^ (11.00%) cid `� N I I ( ) QD uiU 1 1 I �1^ ( ) �\ �a °Q I 1 v - .) °�° coo I I ,o M ao oo --r-- (2.489 00 �.......... i--- - — — — — — — — — —(2.329 ^ — 009 — —o i--- r---(2.449. 009 _ _o. 64 —, _,-- �,I1 PROPOSED r — — I PROPOSED PROPOSED i i 3 �I EXISTING _; GRIND AND OVERLAY--� 3 �-� EXISTING — _; GRIND AND OVERLAY 3 �ti I EXISTING L GRIND AND OVERLAY--� MIN SIDEWALK MIN J SIDEWALK MI I SIDEWALK SIDEWALK - SIDEWALK SIDEWALK EXISTING CURB I EXISTING CURB EXISTING CURB EXISTING IMPROVEMENTS AND GUTTER PROPOSED CURB EXISTING IMPROVEMENTS AND GUTTER PROPOSED CURB EXISTING IMPROVEMENTS AND GUTTER PROPOSED CURB r AND GU1TE r 1 AND GUTTER r AND GUTTER STA 18+75 STA 19+00 STA 19+25 NBC= BOULEVARD-103'RM/ QOLIAARD: W MMM WU.EVARD-103' R✓iN NORTH NOT TO SCALE EXIST, PROPOSED NOR NOT TO SCALE EXIST. PROPOSED NORTH NOT TO SCALE EXIST. PROPOSED R/W R/W R/W R/W R/W a 103' 103' 103' o I 59' 1 59' I 59' 44' 1 1 1 44' I 1 44' 1 ! n it 44' 1 38' 1 21' I I 44' 1 38'1 21' I 44' 1 38' 1_ 21' 1 12' 32' 32' 12'1 —1 i 1 12' 32' 12'F _1 1 I 12' 2' 32' 1211 I I 5 251 m^ 6 I I I 5 25'# m 6' i i I 5 251 oa .r 6 1 a^p rn 1 c�i C14 n. 1 coo v� (11.18%) C'4 I 1 1 rn1 (11.33%) 'oo, .r 1 1 1 c l (10.81%) 0 1 1 Uj 1 n'i 1 ce r'i U I 1 �i co cn �i v 1 1 •o- I 'o — — — co `---J `o `o ~ PROPOSED 24 52X 1 ro co (2—�---- 2.64 SIDEWALK 2. 2.739 --- —_ — _— -- _---- �- `O co PROPOSED °O �'` (649 ...._. A° ao SIDEWALK 91 E �_ GRIND AND OVERLAY-- Nti EXISTING FUTURE L GRIND AND OVERLAY— 3 �-� i ( EXISTING SIDEWALK L -FUTURE EXIS7ING SURE 2 J SIDEWALK MIN I SIDEWALK _J L SIDEWALK SIDEWALK SIDEWALK a EXISTING CURBf FUTURE CURB EXISTING CURB FUTURE CURB EXISTING CUR$ FUTURE CURB ECE EXISTING IMPROVEMENTS AND GUTTER EXISTING IMPROVEMENTS AND GUTTER EXISTING IMPROVEMENTS AND GUTTER AND GUTTER AND GUTTER AND GUTTER 854.00 PROPOSED PROPOSED CURB PROPOSED CURB (854.00) EXISTING STA B AND GUTTER AND GUTTER [854.001 FUTURE (SEE ELEVATIONS STA 19''75 (SEE ELEVA71ONS STA 20f00 CM TAPM ON PLANS) (DURA CURB TAm ON PLANS) RUBWE N LWAFiD-1103' F1/W N1V= Q IJL.EVAEQ:103' mamommmw Ft%4V 0 NOT TO SCALE NOT M SCALE NOT TO SCALE RIVERSIDE COVW BENCHH"t SEAL -COU COUNTY OF RIVERSIDESEAL-ENGINEERPrepared y: _ PM 33617 I.P. 090058 SHEET NO. c WORK CONTAINED WITHIN THESE PLANS SHALL NOT QFtCFESFlD,tq TRANSPORTAT[ON OFYARTMMT Q ° Ess��Hq ALLAAD ENGINEERING p COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA w0 Q RF �O Np J. q {a3 DATUM-6NGVD29ATION 845.814 FEET (5-1971) COUNTY OF RIVERSIDE 7 4 GRADING PERMIT HAS BEEN ISSUED.4 vP ti� �y APPROVED w�� �� Fy Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL SCHEDULE y y Q 9� (3253 Sierra Avenue AVENUE BRIDGE #56-415, OVER HIGHWAY #60, 246.0 FEET SW SECTIONS o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 49 No. 45702 m 3 No. 36052 m Fontana, California 92335 OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE A7 THE NE STREET CROSS SECTIONS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN w ^' 0� w "� (309) 356 7815 Fax (909) 359 1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE p 3 �y + p 8 HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ° Exp.12/31/2010 / � Exp6 30 2010 SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X RUBIDOU f BOULEVARD OF _8 SHEETS ., ALAN D. FRENCH, R.C.E. 45702 DATE APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER S+� �t �� / � 2.5 FOOT CONCRETE POST AND MARKED M.L.-4-64. COU FILE NO. SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE' q CIV14 q2. C!V! FOR. W.O. COUNTY NAY E MARK' BY DAT APPR. DATE c - d�`' A nd 1. ard, A.C.E. 36052 Date SCALE: 3 SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CA4 f-�� * CAS# (expires 6/30/2810) H N IdO STOCKDALE INVESTMENT GROUP FILE N0. NGINEER COUNTY RE OMM N D DA P H, AS W V. �S _ U1. 59' i44' 1 44' 1 i 1 1 12' 3 32' 12' 1 I I25,# 1 1 5' I M I N (12.03%) . 0 o N i EXISTING :w ao y 00 C I SIDEWALK00 1 --- --- ---^— ---(2.88%--- -3.489 �_� — GRIND AND OVERLAY \Ji EXISTING CURB -J ROPOSED I EXISTING IMPROVEMENTS AND GUTTER I PR 8TA f7'+25 M90M QOUL&ARD-103' NOT TO SCALE REx. PROPOSED EXIST. 103' 1 A i 59' 1 44 1 1 44' 1 1 12' 32' 32' 12' 1 I 25'1 1 1 5' (11.81%)1-: 0 � � I EXISTING 1 IL 1 co �' I 1 SIDEWALK (2.849_ 919 GRIND AND OVERLAY `J EXISTING CURB -J I PR EXISTING IMPROVEMENTS AND GUTTER V_ STA n+5o NNW WUL&AIV"' 103' R/W NOT TO SCALE NORTH ERS• PROPOSED RIW I 1103' 1 I I I 1 12' 1 52' 32' 1, I 25'1 _ 6' 5' � 1 ` (11.17%) .r \ aaq ro (2' 0V 739 L_� — — GRIND AND OVERLAY— _j Ji _J EXISTING CURB EXISTING IMPROVEMENTS AND GUTTER 1 1 I 1 EXISTING &IDEI SIDEWALK PROPOSED CURB EXIST. PROPOSED R/W R/W 103' I I 59' 44' 44' 1 12' 32 32' I 25'1 5' cNoh (12.08%)Uj o \ Mo o 00 3, Ogg a GRIND AND OVERLAY EXISTING CURB, --'- EXISTING IMPROVEMENTS AND GUTTER r STA f7+75 AlJBDOUX ONNAFjQ-103' R/W NOT TO SCALE NORTH R/W I_ 1103' I 1,2' � 1 I IEXISTING i —00 I SID 59' 44 44' 1 38' 1 12' 32' 32' 14 I 25'1 6 5' N oa Go (2-8G_ 49 _ GRIND AND OVERLAY--�3' MI -J EXISTING CURB EXISTING IMPROVEMENTS AND GUTTER EXIST. PROPOSED R/W RIW I 1 21' 1 1 1 I I 1 I CURB NORTH EXIST. PROPOSED ERPRISED RR• PROPOSED R/W RAN IIW S G /W EXIST. 103' 103' 103' 59' 1 59' 1 59' I ¢4' 1 I 1 44' � 1 1 44' I I 44' 1 38' 21' I 44' I� 38' 1 21' 44' 1 38' 1 1 21' 12' 32' 32' 12'i �— i 1 12' 32' 32' 12'1 _I i 1 12' 32' 32' 12' I 25.1 0 6' 1 I I 5 2g# N m 6' i I 5 25:1: n 6_ ( I 1 5 a o co I I 1 rn 11.25% '� 0 1 1 1 N 10.93% to t-^ 0 1 1 coI^ (11.00%) cid `� N I I ( ) QD uiU 1 1 I �1^ ( ) �\ �a °Q I 1 v - .) °�° coo I I ,o M ao oo --r-- (2.489 00 �.......... i--- - — — — — — — — — —(2.329 ^ — 009 — —o i--- r---(2.449. 009 _ _o. 64 —, _,-- �,I1 PROPOSED r — — I PROPOSED PROPOSED i i 3 �I EXISTING _; GRIND AND OVERLAY--� 3 �-� EXISTING — _; GRIND AND OVERLAY 3 �ti I EXISTING L GRIND AND OVERLAY--� MIN SIDEWALK MIN J SIDEWALK MI I SIDEWALK SIDEWALK - SIDEWALK SIDEWALK EXISTING CURB I EXISTING CURB EXISTING CURB EXISTING IMPROVEMENTS AND GUTTER PROPOSED CURB EXISTING IMPROVEMENTS AND GUTTER PROPOSED CURB EXISTING IMPROVEMENTS AND GUTTER PROPOSED CURB r AND GU1TE r 1 AND GUTTER r AND GUTTER STA 18+75 STA 19+00 STA 19+25 NBC= BOULEVARD-103'RM/ QOLIAARD: W MMM WU.EVARD-103' R✓iN NORTH NOT TO SCALE EXIST, PROPOSED NOR NOT TO SCALE EXIST. PROPOSED NORTH NOT TO SCALE EXIST. PROPOSED R/W R/W R/W R/W R/W a 103' 103' 103' o I 59' 1 59' I 59' 44' 1 1 1 44' I 1 44' 1 ! n it 44' 1 38' 1 21' I I 44' 1 38'1 21' I 44' 1 38' 1_ 21' 1 12' 32' 32' 12'1 —1 i 1 12' 32' 12'F _1 1 I 12' 2' 32' 1211 I I 5 251 m^ 6 I I I 5 25'# m 6' i i I 5 251 oa .r 6 1 a^p rn 1 c�i C14 n. 1 coo v� (11.18%) C'4 I 1 1 rn1 (11.33%) 'oo, .r 1 1 1 c l (10.81%) 0 1 1 Uj 1 n'i 1 ce r'i U I 1 �i co cn �i v 1 1 •o- I 'o — — — co `---J `o `o ~ PROPOSED 24 52X 1 ro co (2—�---- 2.64 SIDEWALK 2. 2.739 --- —_ — _— -- _---- �- `O co PROPOSED °O �'` (649 ...._. A° ao SIDEWALK 91 E �_ GRIND AND OVERLAY-- Nti EXISTING FUTURE L GRIND AND OVERLAY— 3 �-� i ( EXISTING SIDEWALK L -FUTURE EXIS7ING SURE 2 J SIDEWALK MIN I SIDEWALK _J L SIDEWALK SIDEWALK SIDEWALK a EXISTING CURBf FUTURE CURB EXISTING CURB FUTURE CURB EXISTING CUR$ FUTURE CURB ECE EXISTING IMPROVEMENTS AND GUTTER EXISTING IMPROVEMENTS AND GUTTER EXISTING IMPROVEMENTS AND GUTTER AND GUTTER AND GUTTER AND GUTTER 854.00 PROPOSED PROPOSED CURB PROPOSED CURB (854.00) EXISTING STA B AND GUTTER AND GUTTER [854.001 FUTURE (SEE ELEVATIONS STA 19''75 (SEE ELEVA71ONS STA 20f00 CM TAPM ON PLANS) (DURA CURB TAm ON PLANS) RUBWE N LWAFiD-1103' F1/W N1V= Q IJL.EVAEQ:103' mamommmw Ft%4V 0 NOT TO SCALE NOT M SCALE NOT TO SCALE RIVERSIDE COVW BENCHH"t SEAL -COU COUNTY OF RIVERSIDESEAL-ENGINEERPrepared y: _ PM 33617 I.P. 090058 SHEET NO. c WORK CONTAINED WITHIN THESE PLANS SHALL NOT QFtCFESFlD,tq TRANSPORTAT[ON OFYARTMMT Q ° Ess��Hq ALLAAD ENGINEERING p COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA w0 Q RF �O Np J. q {a3 DATUM-6NGVD29ATION 845.814 FEET (5-1971) COUNTY OF RIVERSIDE 7 4 GRADING PERMIT HAS BEEN ISSUED.4 vP ti� �y APPROVED w�� �� Fy Civil Engineering - Land Surveying - Land Planning DETAILED DESCRIPTION - AT THE NE CORNER OF THE HALL SCHEDULE y y Q 9� (3253 Sierra Avenue AVENUE BRIDGE #56-415, OVER HIGHWAY #60, 246.0 FEET SW SECTIONS o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 49 No. 45702 m 3 No. 36052 m Fontana, California 92335 OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE A7 THE NE STREET CROSS SECTIONS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN w ^' 0� w "� (309) 356 7815 Fax (909) 359 1795 END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE p 3 �y + p 8 HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ° Exp.12/31/2010 / � Exp6 30 2010 SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X RUBIDOU f BOULEVARD OF _8 SHEETS ., ALAN D. FRENCH, R.C.E. 45702 DATE APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER S+� �t �� / � 2.5 FOOT CONCRETE POST AND MARKED M.L.-4-64. COU FILE NO. SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE' q CIV14 q2. C!V! FOR. W.O. COUNTY NAY E MARK' BY DAT APPR. DATE c - d�`' A nd 1. ard, A.C.E. 36052 Date SCALE: 3 SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CA4 f-�� * CAS# (expires 6/30/2810) H N IdO STOCKDALE INVESTMENT GROUP FILE N0. NGINEER COUNTY RE OMM N D DA P H, AS W V. �S _ U1. RRPROPOSED EXIST. 103' 59' 1 44' 1 I I44' 1 38' 1 21' I 12'1 3., 32' 12t —T i I 25'± 6 1 5' CN �^ (12.00%) n I --_-_�-_--(2----91Q� U3 5 6V -- �' FUTURE EXISTING J SIDEWALK SIDEWALK EXISTING CURB FUTURE CURB EXISTING IMPROVEMENTS AND GUTTER AND (.LITTER STA 20+25 a OAU Bp1JlPAA¢ 103' NOT TOS AAI.E NORTH R IST. PROPOSED /W I 1103' 1 I 44 I44' 38' 1 _ 21' 1 12' 1 32' 12'x— I 25:t 6 1 5 � m I (12.40%) LO to 1 u ----- _ — — — — _ — —(2.769— — — 2.7G9 — I _ � L _ J - GRIND AND OVERLAY --��Iti �; L EXISTING SIDEWALK -J SIDEWALK EXISTING CURB FUTURE CURB EXISTING IMPROVEMENTS AND GUTTER , , AND GUTTER T- TAA ��..yy X STA ■y=ys� NOT TO SCALE RTR• PROPOSEDte 103' 1 59' 1 44' I I44' 1 38' 1 21' I 1 12' 32' 32' 12'T 25'# 6' 5 I w^ 1 (11.40%) 00 0 N o I 1002 w 00 (3.169 3. 7� L_; FUTURE GRIND AND OVERLAY— �; L EXISTING SIDEWALK EXISTING CURB -J SIDEWALK EXISTING IMPROVEMENTS AND GUTTER FUTURE CURB r AND GUTTER STA 2++75 MOM OMMA V- W A� NORTH NOT TO SCALE EXIST. PROPOSED R/W G R/W R/W 103' I 1 I 5' i LO(10.60%) _ � (3'242' _ GRIND AND OVERLAY ---MI E I EXISTING CURB z EXISTING IMPROVEMENTS AND GUTTER WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN N THE NT OFDISCREPANCIES RISING AFTER C UN HEREON. I E EVE A 0 1Y APPROVAL, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL SE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE MAGI+ SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 1 1 I I 1 FUTURE Ed i 1 EXIST. PROPOSED R/W R/W 103' I I 44' 38' 1 12' 2' 32' I 25'd 5' _ m^ v c 00 73 IL \ EXISTING CURB EXISTING IMPROVEMENTS AND GSR 6' 1 1 I I UTURE EXISTING SIDEWA SIDEWALK ANU UUI(W STA 24+50 FiUl3DUUX�Ot103' TORTW NOT T SCAL NORTH R/W R IST. PRRIW ED 103' i 59' 1 I 44' I I I44' 38' 1 21' 1 12' 32' 32' 12' I 25, f 6, 5 I I r1 ^ rnl^ (12.20%) � 1 1 to Ni � ui U I 1 _ �� FUTURE - �----r-_- - - -_ - - -00 (2.92%x_ - GRIND AND OVERLAY— 3 i L EXISTING SIDEWALK L_J MIN -� SIDEWALK EXISTING CURB FUTURE CURB r EXISTING IMPROVEMENTS AND GUTTER - AND GUTTER 1 NORTH R EXIST. PROPOSED G R/W R/W 103' I I i 59' 1 1 I qq 1 I 44' 38' 1 21' I 1 12' 32' 32' 12' i I 25't _ 6' 1 1 5I 0! (11.20%) P" - c'Oo Ii %L? � U 1 1 00 �.- ` . o0 oc� (3.28 �- -�---- _ ---�_ 3.289 - FUTURE GRINDANDOERLY-EXISTING L__ MIN SwLKSIDEWALK a EXISTING CURB _.. No. 45702 ).12/31/201 r 1� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY. DA T D,arf- NORTH EXIST. PROPOSED RIW R/W R/W I1103' 1 I I I , 1 12' 32' 32' 25'± 5' c-1 (2.72% _ — GRIND AND OVERLAY L_J EXISTING I EXISTING IMPROVEMENTS AND GUTT STA 24+75 fflWM BOI&AAD-103' R/W NOT TO SCALE NORTH R/W 44' 38' 44' 38' I 1 2 1 12' I 6' I I 1 1 EXISTING FUTURE SID ALK 1 12' 32' 32' 1' 25'f 6' 5' T co \ Is I — — — — L—J EXISTING CURB,, --'-' EXISTING IMPROVEMENTS AND GUTTER STA " AUBD= BaLffA!P- w R/W NOT TO SCALE NORTH R/W I 1103' EXIST. PROPOSED R/W R/W I 1 21' 1 � 1 I i 1 1 FUTURE EXISTING SIDEWALK G1;111 EXIST. PROPOSED R/W R/W i f 59' I 1 1 1 I44' 1 I 44' 38' 1 21' I i 1 12' 32' 32' 'T 1 I 25't 6' 1 5 ( I I^ (9.80%) \ rn `nn 1 � %i o 1 _ e4 (3.40FUTURE 9_ ~ GRIND AND OVERLAY -J -MIN Ji L EXISTI7CURSBU ALK SIDEWEXISTING CURB FUTU EXISTING IMPROVEMENTS AND GUTTER I AND GUTTER r� :• 'r It UINLLK t'Tepared My: RN$IDE °fESs o, ALLARD ENGINEERING M•L.-4-64 DATUM: W ( t"y Civil Engineering - Land Surveying - Lend Planning DETAILED DI 9Ao 8253 Sierra Avenue AVENUE BRI No. 36052 Fontana, California 92335 OF 26TH Al m END OF AI F KP.6 30 2 10 � (909) 3$6-1815 Fax (90�9)/�35p6�-1795 SIDEWALK, + crv» j5klA 2.5 FOOT C RayWodL Allard, E36 52 Data 041� (expires 0/30010)11A1 LEGE�JD 854.00 PROPOSED (854.00) EXISTING [854.00) FUTURE ION = 845:814 FEET (5-1971) C�i1NT1' O� R��R$��E TON - AT THE NE CORNER OF THE HALL SCHEDULE �� C 15.0 F, OVER HIGHWAY #60,AVENUE 246.0 FEET SW STREET CROSS SECTIONS 15.0 FEET SE OF MALL AVENUE A7 THE NE J A (,i JC (JtVJ II)TWENT AN 2.0 FEET HIGHER THAN THE © {� �y BOULEVARD ! p S ASK SETINTHE TOP OF A 1.0 FOOT X RUBIVO1,JJ� BOULEVARD TE POST AND MARKED M.L.-4-64. FOR: W.O. COU AS SHOWN V: AS SHOWN STOCKDALE INVESTMENT GROUP FILE SHEET NO. 8 OF SHEETS COUNTY FILE NO. A C. I I I I 21' 12'x_1__' 6' 1 1 I I UTURE EXISTING SIDEWA SIDEWALK ANU UUI(W STA 24+50 FiUl3DUUX�Ot103' TORTW NOT T SCAL NORTH R/W R IST. PRRIW ED 103' i 59' 1 I 44' I I I44' 38' 1 21' 1 12' 32' 32' 12' I 25, f 6, 5 I I r1 ^ rnl^ (12.20%) � 1 1 to Ni � ui U I 1 _ �� FUTURE - �----r-_- - - -_ - - -00 (2.92%x_ - GRIND AND OVERLAY— 3 i L EXISTING SIDEWALK L_J MIN -� SIDEWALK EXISTING CURB FUTURE CURB r EXISTING IMPROVEMENTS AND GUTTER - AND GUTTER 1 NORTH R EXIST. PROPOSED G R/W R/W 103' I I i 59' 1 1 I qq 1 I 44' 38' 1 21' I 1 12' 32' 32' 12' i I 25't _ 6' 1 1 5I 0! (11.20%) P" - c'Oo Ii %L? � U 1 1 00 �.- ` . o0 oc� (3.28 �- -�---- _ ---�_ 3.289 - FUTURE GRINDANDOERLY-EXISTING L__ MIN SwLKSIDEWALK a EXISTING CURB _.. No. 45702 ).12/31/201 r 1� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY. DA T D,arf- NORTH EXIST. PROPOSED RIW R/W R/W I1103' 1 I I I , 1 12' 32' 32' 25'± 5' c-1 (2.72% _ — GRIND AND OVERLAY L_J EXISTING I EXISTING IMPROVEMENTS AND GUTT STA 24+75 fflWM BOI&AAD-103' R/W NOT TO SCALE NORTH R/W 44' 38' 44' 38' I 1 2 1 12' I 6' I I 1 1 EXISTING FUTURE SID ALK 1 12' 32' 32' 1' 25'f 6' 5' T co \ Is I — — — — L—J EXISTING CURB,, --'-' EXISTING IMPROVEMENTS AND GUTTER STA " AUBD= BaLffA!P- w R/W NOT TO SCALE NORTH R/W I 1103' EXIST. PROPOSED R/W R/W I 1 21' 1 � 1 I i 1 1 FUTURE EXISTING SIDEWALK G1;111 EXIST. PROPOSED R/W R/W i f 59' I 1 1 1 I44' 1 I 44' 38' 1 21' I i 1 12' 32' 32' 'T 1 I 25't 6' 1 5 ( I I^ (9.80%) \ rn `nn 1 � %i o 1 _ e4 (3.40FUTURE 9_ ~ GRIND AND OVERLAY -J -MIN Ji L EXISTI7CURSBU ALK SIDEWEXISTING CURB FUTU EXISTING IMPROVEMENTS AND GUTTER I AND GUTTER r� :• 'r It UINLLK t'Tepared My: RN$IDE °fESs o, ALLARD ENGINEERING M•L.-4-64 DATUM: W ( t"y Civil Engineering - Land Surveying - Lend Planning DETAILED DI 9Ao 8253 Sierra Avenue AVENUE BRI No. 36052 Fontana, California 92335 OF 26TH Al m END OF AI F KP.6 30 2 10 � (909) 3$6-1815 Fax (90�9)/�35p6�-1795 SIDEWALK, + crv» j5klA 2.5 FOOT C RayWodL Allard, E36 52 Data 041� (expires 0/30010)11A1 LEGE�JD 854.00 PROPOSED (854.00) EXISTING [854.00) FUTURE ION = 845:814 FEET (5-1971) C�i1NT1' O� R��R$��E TON - AT THE NE CORNER OF THE HALL SCHEDULE �� C 15.0 F, OVER HIGHWAY #60,AVENUE 246.0 FEET SW STREET CROSS SECTIONS 15.0 FEET SE OF MALL AVENUE A7 THE NE J A (,i JC (JtVJ II)TWENT AN 2.0 FEET HIGHER THAN THE © {� �y BOULEVARD ! p S ASK SETINTHE TOP OF A 1.0 FOOT X RUBIVO1,JJ� BOULEVARD TE POST AND MARKED M.L.-4-64. FOR: W.O. COU AS SHOWN V: AS SHOWN STOCKDALE INVESTMENT GROUP FILE SHEET NO. 8 OF SHEETS COUNTY FILE NO. A C.