Loading...
962f_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 AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT -OF -WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE- AND TO BE RESPONS /BLE 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 COST OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF THE CONSTRUCTION SCHEDULE A T LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION PHONE (951) 955 -6885 FOR PARCEL MAPS AND TRACT MAPS J. FHE DEVELOPER SHALL 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 EDI RON, COUNTY ORDINANCE NO. 451 AND SUBSEQUENT AMENDMENTS. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED FO, THE FOLLOWING- SEWER, WATER, ELECTRIC, GAS, STORM DRAINS 6. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207A, AS DIRECTED IN THE FIELD. 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS / TO PRO SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAL TRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WI THIN THE STA TE RIGH I OF - WA Y. 9. ALL STREET SECTIONS ARE FEN TA TIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN 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 ASPHALTIC 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 SECTIONS 37, 39, & 94 OF THE STATE STANDARD SPECIFICA TIONS 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERS /DE COUNTY ORDINANCE NO. 460 AND 499. STREET TREES SPECIES SHALL BE CERCIDIUM FLORIOUM. WITH ALTERNATES ALB /Z/A JULIBRISSIN AND PARKINSONIA ACULEATE. 73 STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RE FRUC F EXISTING PA VEMENT INCL UDING BASE, AND MA TCHING O VERLA Y REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 15. 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 'STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED OCTOBER 2009. 16. ANY PRI VA TE DRAINAGE FACILI FIES SHOWN ON THESE PLANS ARE FOR INFORMA TION ONLY BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 17 CONS TRUC ROY V PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIWINAFION SYSTEM (NPDES) PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLA FION OF ADDITIONAL SIGNS AND MARKING NOT INCLUDED IN FHE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS AD ✓A CENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER JURISDICTION OF THE DEVELOPER. 13. EXISTING STORM DRAIN PIPES /CUL VERTS (WH -THER TO BE CONNECTED TO, EXTENDED ADJUSTED, DRAINAGE TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT 20. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT -OF -WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION T :7 a � N U a O U Q 2' MIN. OVERLAY AND 0.10' MIN THICK GRIND OR AS DIRECTED FEA FHER 0 VERLA Y 1 TO JOIN EXISTING E XISTING p 4 VEMENT '• R� SPECIAL NOTE FROM PR / VA 7E ENGINEER TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES FHA IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRAC77CES, CONSTRUCTION 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 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT - 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. LEGAL DESCR /P AON. PARCEL A: THAT POR77ON OF PARCELS 1 AND 2 A PORTION OF LOT A" OF PARCEL MAP 19201 AS SHOWN BY MAP ON FILE IN BOOK 129 OF PARCEL MAPS, AF PAGES 36 THROUGH 42 INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS COMMENCING AT THE MOST SOUTHERLY CORNER OF PARCEL 3 OF SAID PARCEL MAP 19201, ALSO BEING THE MOST WESTERLY CORNER OF SAID PARCEL 2,• THENCE NORTH 5359' 25" EAST ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 2, A DISTANCE OF 107577 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND TO HE THENCE SOUTH 30 33" EAST A DISTANCE OF 50. 7,9; THENCE SOU THWESTERL Y ON A NON - TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 295.00 FEET, THROUGH AN ANGLE OF 2833' 06 AN ARC LENGTH OF 147.00 FEET (THE INITIAL RADIAL LINE BEARS SOUTH 7529' 24" E); THENCE SOUTH 4303' 42" WEST A DISTANCE F 7 .77 FEE THEN E SOU Y N A CUR N V A I R Y HA VIN O 8 C 0 CU CO CA E SOU S E L G A RADIUS OF 775.22 FEET, THROUGH AN ANGLE OF 4238' 20', ARC LENGTH OF 576.91 FEET THENCE SOUTH 89° 34' 38" EAST, A DISTANCE OF 126.03 FEET, THENCE SOUTH 1048' 00" EAST, A DISTANCE OF 500 FEET, THENCE SOUTH 62209" EAST, A DISTANCE OF 26555 FEET- THENCE SOUTH 003955" WEST, A DISTANCE OF 6232 FEET TO THE SOUTHWESTERLY LINE OF SAID PARCEL 1; THENCE SOUTH 313148" WEST, A DISTANCE OF 4.00 FEET TO THE SOUTHWESTERLY LINE ON A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1540.00 FEET, THROUGH AN ANGLE OF 0123 58'; AN ARC LENGTH OF 37.61 FEET TO THE MOST SOUTHERLY CORNER THEREOF (THE INITIAL RADIAL LINE BEARS N3131 48" E.); THENCE NORTH 00,3955" EAST ALONG THE EASTERL Y LINE OF SAID PARCEL 1 AND SAID LOT 'A'; ALSO BEING THE NORTH -SOUTH CENTER SECTION LINE OF SECTION 27 TOWNSHIP 4 SOUTH RANGE 6 WEST S B.M. A DISTAN CE OF 1376.15 FEET TO THE CENTER OF SAID SECTION 27, THENCE NORTH 00 EAST CONTINUING ALONG SAID LINE ALSO BEING THE EASTERL Y LINE OF PARCEL 2, A DISTANCE OF 1067.10 FEET TO THE MOST NORTHERL Y CORNER OF SAID PARCEL 2,• THENCE SOUTH 535925" WEST, ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 2, A DISTANCE OF 525.95 FEET TO THE POINT OF BEGINNING. EXCEPT ANY PORTION L YING NOR THERL Y OF FHE SOU THERL Y LINE OF THAT CERTAIN PROPERTY CONVEYED TO LEE LAKE WATER DISTRICT BY GRANT DEED RECORDED AUGUST 30, 1990 AS INSTRUMENT NO. 323318 OF OFFICIAL RECORDS APN: 283- 110 -051 -3 mwNW�A THAT PORTION OF PARCEL 1 OF PARCEL MAP NO. 19201 IN THE COUNTY OF RIVERS /DE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 129, PAGES 36 TO 42, INCLUSIVE, OF PARCEL MAPS, DESIGNATED AS 'REMAINDER PARCEL" ON PARCEL MAP NO 28834 -1 FILED IN BOOK 197, PAGES 99 TO 105 INCLUSIVE, OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. APN.• 283 - 110 -057 -9 AGENCY 1NDEX.- ALL INFORMA RON RELA TI VE TO THE LOCA TION, TYPE, AND OPERA TIONAL STA TUS OF UTILITIES AND /OR IMPROVEMENTS WHICH ARE ON 77 VESE PLANS WAS PROVIDED BY THE FOLLOWING OWNERS OR AGENCIES.• LEE LAKE WATER DISTRICT ( (LL WD) ( (951) 2 227 -1414 22646 TEMESCAL CANYON ROAD, CORONA CA 92883 A T &T ( (800) 3 332 -1321 TIME WARNER CABLE ( (877) 2 288 -0770 SOUTHERN CALIFORNIA EDISON COMPANY ( (SCE.) ( (909) 9 943 - -8252 NEXTG NETWORKS ( (FIBER- OPTIC) ( (909) 5 593 - -9700 SOUTHERN CALIFORNIA GAS COMPANY ( (S. C. G. C.) ( (909) 3 369 - -4582 UNDERGROUND SERVICE ALERT ( (U. S A.) ( (800) 2 227 - -2600 EX. CLWS7RUC 70 5WWY 64" 20' . 0' TO 1.8' To 16.6' 21.66 i 43 34' TO 48' TO 2' 21' 43' 20.8' BENCH 16.4' 24.6' TO TO 255' 155' 1 PROPOSED MEANDERING SIDEWALK MIN SAWCUT EX. EDGE OF PA VEMENT JOIN DETAIL N. T. S. PROPOSED 8" C &G IF FUTURE MEDIAN CURB 6 " AC 11 " AB TEMESCAL CANYON ROAD TYPICAL STREET SECTION STA, 57 +00 STA. 58+25 SCALE. HORZ.: 1" -40' VER.: 1 " =4' h I EXIST. GRADE PROPOSED B" C &G aavCmucnav R%W cavC� cnow 40 43' 1 40' TO 44' 40' 48' 18.5' 12' 18.6' - TO TO 43' 14.8' 19.3' I 14.7' 15.5' - - I 23.2' 18.5' TO To FUTURE i 2' TO TO 152' IB' MEDIAN ( BENCH 40' 20' 1 CURB 18 T�q FUTURE (7 8" C &G . 4i TO �� 165%) (3\q� v h h' J ( 6 - AC 11 " AB TEMESCAL CANYON ROAD TYPICAL STREET SECTION STA. 58 +50 TO STA. 59-1-75 SCALE HORZ.: 1"--40' VE2: 1 "' = 4' CONS7RUCEPA NOTES. Ot CONSTRUCT 6" A. C. OVER 11" CLASS ll AGG. BASE, TO BE VERIFIED BY SOILS ENGINEER AFTER R -VALUE TESTING. O CONSTRUCT TYPE A8 CURB PER RIVERSIDE COUNTY STD. DWG 201. O3 CONSTRUCT 4" THICK CONCRETE MEANDERING SIDEWALK PER RIVERSIDE COUNTY STD. DWG. 404. O4 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. DWG. 207 -A. (W =50;• R =PER PLAN) O5 CONSTRUCT 0.1' MIN /MUM A. C. OVERLAY. 6 CONS7RUCT FULL DEPTH (6" MIN AC) 7 EXIS77NG POWER POLE TO BE RELOCATED BY EDISON PER SEPARATE PERMIT AND RIVERSIDE COUNTY STD. DWG. 400. - 8 EXISTING FIRE HYDRANT TO BE RELOCATED BY LEE LAKE WATER D157PICT. 9 CONSTRUCT CATCH BASIN PER RIVERS /DE COUNTY 5 7 . DWG. 300. 10 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY SID. DWG 311, CASE C. 11 CONSTRUCT 18" RCP STORMDRA /N. REMOVAL NOTES.• ❑1 SAWCUT AND REMOVE EX /STING A. C. PAVEMENT. ❑2 REMOVE EXIS77NG DRI VEWA Y. ❑3 GRIND EXIS77NG PAVEMENT 0.10' MINIMUM DEPTH. ❑4 SAWCUT AND REMOVE EXISTING CURB AND GUTTER ❑5 SAWCUT AND REMOVE EXISTING SIDEWALK �6 REMOVE EXISTING WALL. ❑7 REMOVE EXIS77NG CHA/NLINK FENCE. PREPARED FOR, VIA DEL RIO BUS /NESS PARK LLC CONTACT- ANN COX 41606 DA FE STREET, SUITE 203A MURRIETA CA 92562 PHONE.- (909) 737 -7773 ENG INFER.• LAND DEVELOPMENT DESIGN COMPANY 2313 E. PHILADELPHIA STREET, UNIT 'F" ONTAR 10, CA 91761 (909) 930 -7466 EMERGENCY CPA TACT.• ANN COX 41606 DATE STREET SUITE 203A MURK /ETA CA 925622 (909) 731 -7113 ASSESSOR'S PARCEL NO.- AP #• 283-110-051 AP# 283 - 110 -057 SOILS ENG INFER. GLOBAL GEO- ENGINEERING; INC 3 CORPORA TE IRVINE CA 92606 OFFICE TEL.: (949) 221 -0900 EMAIL: GLOBAL9GLOSALGEO.NET PROJECT #• 2534 -51 TOPOGRAPHY SOURCE.• THE TOPOGRAPHY SHOWN HEREON WAS OBTA /NED FROM A FIELD SURVEY PERFORMED ON OCTOBER 2013 BY L.D.D.C. GRADE I -j6-- AC 11 "AS TEMESCAL CANYON ROAD TYPICAL STREET SECTION STA. 50 +00 TO STA. 61 +75 SCALE. HORZ.: 1"-40' VER.: 1 " =4' SCALE.- HORZ.: 1" 40' VER.: 1 • ' = 4' i 281 L.F. 2,672 S.F. 1,891 S F. 5,528 S.F. 120 L.F. 3 EA. 1 EA. 1 EA, 1 EA. 142 L.F. 12,964 S.F. 286 S.F. 5,528 S.F. 83 L.F. 635 S.F. 25 L.F. 278 L.F. ,I�� BW BACK OF WALK EG EXISTING GRADE FG FINISH GRADE FS FINISH SURFACE TC TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT FF FINISH FLOOR PAD PAD GRADE TW TOP OF WALL TF TOP OF FOOTING HP HIGH POINT LP LOW POINT TOP OF SLOPE 7 RAZE OF SLOPE TOE OF SLOPE EXISTING CONTOUR - -S- \ EXISTING SEWER - - W - - EXISTING WATER EXISTING FIRE HYDRANT PROPOSED CURB OUTLET ti z V w .£ , r ° r c U \ AELI INRE -1 ril S10 �/u yI C'' 77`x` ?`B ( n � J 1., n. N/ai yra�, .LJ,r `7 e lr� � „i10/ir 012) 71! Al n G ofl�f u INK LE b /5 zl % lou / hl �[ n!,I. �nrv�, s L" i I' l` /N INDEX MA P SCALE: 1"=120' FINISH CONTOURS ASPHALT PAVING CONCRETE J� REMOVAL EXIST. A.C. CASH -IN -LIEU NOTE / GRIND 0.10' MIN. PWe%IANT 7V 771E 00A90 OF S&rW AN 3JW2 AS SET MT tH ON AA4W "PAYA COY -IN-IheuRX CaWft OVERLAY 77VE SITE /9 0,41 ACE AN&Y (3a' AWA � DRAINAGE FLOW OWAISCR45 , l ACCT. #20 ®- 3 /3o /00 ?3C 1. ANO5CAOED MEDIAN 1. ATE» &,V 70 BL/ /1,0 47 7 T /Afk . 1?RC-CIP7 , EXISTING UNDERGROUND STRUCTURES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VA/LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LIFY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIL17ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND U77LIFY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. SHEET INDEX.° SHEET 1 -- TITLE SHEET SHEET 2 -- STREET PLAN AND PROFILE SHEET 3 -- STREET CROSS SECTION R OPO Oy �& �5P GF � oRO QJ � SI TE a IN T EMESCA L TFRSTq lF 0 G nt Oq0 O PO �o SECTION 27, TOWNSHIP 4S, RANGE 6W, THOMAS GUIDE SAN BERNARDINO & RIVERSIDE COUNTY PAGE 388 K9 KCINI TY MA.P NTS F TA NO.: 2013 -06 P. EX. W R/W 20' TO 24' 2' BENCH PROPOSED MEANDERING caVS7R cnav C EX. R/W w i w 6 "AC 11 "AB TEMtSCAL CANYON ROAD TYPICAL STREET Si 1 � 1 � v U I I G I I ~ 1 I � I 1 V w I � i I I ` I C, I I OS I 1 � I I I I 1 1 1 I 1 I I I I I 1 I I I I EXISTING DRAINAGE, STORM 1 WATER DETEN77ON AND SLOPE EASEMENT IN FAVOR OF POR77ON OF PARCELS 1, 2 7 AND LOT A, PM 19201, PUB 129136 -42. RFC. PER INST 2012--0421826, 09/05/2072 6 - AC 11 " AB TEMESCAL CANYON ROAD TYPICAL STREET SECTION STA. 58 +50 TO STA. 59-1-75 SCALE HORZ.: 1"--40' VE2: 1 "' = 4' CONS7RUCEPA NOTES. Ot CONSTRUCT 6" A. C. OVER 11" CLASS ll AGG. BASE, TO BE VERIFIED BY SOILS ENGINEER AFTER R -VALUE TESTING. O CONSTRUCT TYPE A8 CURB PER RIVERSIDE COUNTY STD. DWG 201. O3 CONSTRUCT 4" THICK CONCRETE MEANDERING SIDEWALK PER RIVERSIDE COUNTY STD. DWG. 404. O4 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. DWG. 207 -A. (W =50;• R =PER PLAN) O5 CONSTRUCT 0.1' MIN /MUM A. C. OVERLAY. 6 CONS7RUCT FULL DEPTH (6" MIN AC) 7 EXIS77NG POWER POLE TO BE RELOCATED BY EDISON PER SEPARATE PERMIT AND RIVERSIDE COUNTY STD. DWG. 400. - 8 EXISTING FIRE HYDRANT TO BE RELOCATED BY LEE LAKE WATER D157PICT. 9 CONSTRUCT CATCH BASIN PER RIVERS /DE COUNTY 5 7 . DWG. 300. 10 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY SID. DWG 311, CASE C. 11 CONSTRUCT 18" RCP STORMDRA /N. REMOVAL NOTES.• ❑1 SAWCUT AND REMOVE EX /STING A. C. PAVEMENT. ❑2 REMOVE EXIS77NG DRI VEWA Y. ❑3 GRIND EXIS77NG PAVEMENT 0.10' MINIMUM DEPTH. ❑4 SAWCUT AND REMOVE EXISTING CURB AND GUTTER ❑5 SAWCUT AND REMOVE EXISTING SIDEWALK �6 REMOVE EXISTING WALL. ❑7 REMOVE EXIS77NG CHA/NLINK FENCE. PREPARED FOR, VIA DEL RIO BUS /NESS PARK LLC CONTACT- ANN COX 41606 DA FE STREET, SUITE 203A MURRIETA CA 92562 PHONE.- (909) 737 -7773 ENG INFER.• LAND DEVELOPMENT DESIGN COMPANY 2313 E. PHILADELPHIA STREET, UNIT 'F" ONTAR 10, CA 91761 (909) 930 -7466 EMERGENCY CPA TACT.• ANN COX 41606 DATE STREET SUITE 203A MURK /ETA CA 925622 (909) 731 -7113 ASSESSOR'S PARCEL NO.- AP #• 283-110-051 AP# 283 - 110 -057 SOILS ENG INFER. GLOBAL GEO- ENGINEERING; INC 3 CORPORA TE IRVINE CA 92606 OFFICE TEL.: (949) 221 -0900 EMAIL: GLOBAL9GLOSALGEO.NET PROJECT #• 2534 -51 TOPOGRAPHY SOURCE.• THE TOPOGRAPHY SHOWN HEREON WAS OBTA /NED FROM A FIELD SURVEY PERFORMED ON OCTOBER 2013 BY L.D.D.C. GRADE I -j6-- AC 11 "AS TEMESCAL CANYON ROAD TYPICAL STREET SECTION STA. 50 +00 TO STA. 61 +75 SCALE. HORZ.: 1"-40' VER.: 1 " =4' SCALE.- HORZ.: 1" 40' VER.: 1 • ' = 4' i 281 L.F. 2,672 S.F. 1,891 S F. 5,528 S.F. 120 L.F. 3 EA. 1 EA. 1 EA, 1 EA. 142 L.F. 12,964 S.F. 286 S.F. 5,528 S.F. 83 L.F. 635 S.F. 25 L.F. 278 L.F. ,I�� BW BACK OF WALK EG EXISTING GRADE FG FINISH GRADE FS FINISH SURFACE TC TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT FF FINISH FLOOR PAD PAD GRADE TW TOP OF WALL TF TOP OF FOOTING HP HIGH POINT LP LOW POINT TOP OF SLOPE 7 RAZE OF SLOPE TOE OF SLOPE EXISTING CONTOUR - -S- \ EXISTING SEWER - - W - - EXISTING WATER EXISTING FIRE HYDRANT PROPOSED CURB OUTLET ti z V w .£ , r ° r c U \ AELI INRE -1 ril S10 �/u yI C'' 77`x` ?`B ( n � J 1., n. N/ai yra�, .LJ,r `7 e lr� � „i10/ir 012) 71! Al n G ofl�f u INK LE b /5 zl % lou / hl �[ n!,I. �nrv�, s L" i I' l` /N INDEX MA P SCALE: 1"=120' FINISH CONTOURS ASPHALT PAVING CONCRETE J� REMOVAL EXIST. A.C. CASH -IN -LIEU NOTE / GRIND 0.10' MIN. PWe%IANT 7V 771E 00A90 OF S&rW AN 3JW2 AS SET MT tH ON AA4W "PAYA COY -IN-IheuRX CaWft OVERLAY 77VE SITE /9 0,41 ACE AN&Y (3a' AWA � DRAINAGE FLOW OWAISCR45 , l ACCT. #20 ®- 3 /3o /00 ?3C 1. ANO5CAOED MEDIAN 1. ATE» &,V 70 BL/ /1,0 47 7 T /Afk . 1?RC-CIP7 , EXISTING UNDERGROUND STRUCTURES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VA/LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LIFY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIL17ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND U77LIFY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. SHEET INDEX.° SHEET 1 -- TITLE SHEET SHEET 2 -- STREET PLAN AND PROFILE SHEET 3 -- STREET CROSS SECTION R OPO Oy �& �5P GF � oRO QJ � SI TE a IN T EMESCA L TFRSTq lF 0 G nt Oq0 O PO �o SECTION 27, TOWNSHIP 4S, RANGE 6W, THOMAS GUIDE SAN BERNARDINO & RIVERSIDE COUNTY PAGE 388 K9 KCINI TY MA.P NTS F TA NO.: 2013 -06 P. EX. W R/W 20' TO 24' 2' BENCH PROPOSED MEANDERING caVS7R cnav C EX. R/W w i w 6 "AC 11 "AB TEMtSCAL CANYON ROAD TYPICAL STREET Si 1 � 1 � v U I I G I I ~ 1 I � I 1 V w I � i I I ` I C, I I OS I 1 � I I I I 1 1 1 I 1 I I I I I 1 I I I I EXISTING DRAINAGE, STORM 1 WATER DETEN77ON AND SLOPE EASEMENT IN FAVOR OF POR77ON OF PARCELS 1, 2 7 AND LOT A, PM 19201, PUB 129136 -42. RFC. PER INST 2012--0421826, 09/05/2072 ti z V w .£ , r ° r c U \ AELI INRE -1 ril S10 �/u yI C'' 77`x` ?`B ( n � J 1., n. N/ai yra�, .LJ,r `7 e lr� � „i10/ir 012) 71! Al n G ofl�f u INK LE b /5 zl % lou / hl �[ n!,I. �nrv�, s L" i I' l` /N INDEX MA P SCALE: 1"=120' FINISH CONTOURS ASPHALT PAVING CONCRETE J� REMOVAL EXIST. A.C. CASH -IN -LIEU NOTE / GRIND 0.10' MIN. PWe%IANT 7V 771E 00A90 OF S&rW AN 3JW2 AS SET MT tH ON AA4W "PAYA COY -IN-IheuRX CaWft OVERLAY 77VE SITE /9 0,41 ACE AN&Y (3a' AWA � DRAINAGE FLOW OWAISCR45 , l ACCT. #20 ®- 3 /3o /00 ?3C 1. ANO5CAOED MEDIAN 1. ATE» &,V 70 BL/ /1,0 47 7 T /Afk . 1?RC-CIP7 , EXISTING UNDERGROUND STRUCTURES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VA/LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LIFY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIL17ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND U77LIFY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. SHEET INDEX.° SHEET 1 -- TITLE SHEET SHEET 2 -- STREET PLAN AND PROFILE SHEET 3 -- STREET CROSS SECTION R OPO Oy �& �5P GF � oRO QJ � SI TE a IN T EMESCA L TFRSTq lF 0 G nt Oq0 O PO �o SECTION 27, TOWNSHIP 4S, RANGE 6W, THOMAS GUIDE SAN BERNARDINO & RIVERSIDE COUNTY PAGE 388 K9 KCINI TY MA.P NTS F TA NO.: 2013 -06 P. EX. W R/W 20' TO 24' 2' BENCH PROPOSED MEANDERING caVS7R cnav C EX. R/W w i w 6 "AC 11 "AB TEMtSCAL CANYON ROAD TYPICAL STREET Si 1 � 1 � v U I I G I I ~ 1 I � I 1 V w I � i I I ` I C, I I OS I 1 � I I I I 1 1 1 I 1 I I I I I 1 I I I I EXISTING DRAINAGE, STORM 1 WATER DETEN77ON AND SLOPE EASEMENT IN FAVOR OF POR77ON OF PARCELS 1, 2 7 AND LOT A, PM 19201, PUB 129136 -42. RFC. PER INST 2012--0421826, 09/05/2072 EXISTING UNDERGROUND STRUCTURES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VA/LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77LIFY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIL17ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND U77LIFY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. SHEET INDEX.° SHEET 1 -- TITLE SHEET SHEET 2 -- STREET PLAN AND PROFILE SHEET 3 -- STREET CROSS SECTION R OPO Oy �& �5P GF � oRO QJ � SI TE a IN T EMESCA L TFRSTq lF 0 G nt Oq0 O PO �o SECTION 27, TOWNSHIP 4S, RANGE 6W, THOMAS GUIDE SAN BERNARDINO & RIVERSIDE COUNTY PAGE 388 K9 KCINI TY MA.P NTS F TA NO.: 2013 -06 P. EX. W R/W 20' TO 24' 2' BENCH PROPOSED MEANDERING caVS7R cnav C EX. R/W w i w 6 "AC 11 "AB TEMtSCAL CANYON ROAD TYPICAL STREET Si 1 � 1 � v U I I G I I ~ 1 I � I 1 V w I � i I I ` I C, I I OS I 1 � I I I I 1 1 1 I 1 I I I I I 1 I I I I EXISTING DRAINAGE, STORM 1 WATER DETEN77ON AND SLOPE EASEMENT IN FAVOR OF POR77ON OF PARCELS 1, 2 7 AND LOT A, PM 19201, PUB 129136 -42. RFC. PER INST 2012--0421826, 09/05/2072 1. EXISTING FINI L. �. II SPEED DE, GN: 45UPH 4 N p Z W Z ® Q t� Z N on c Q Z F V CQ Q U C a a T I Q W W Z_ 0 W W U J in 0. O o v UJI O y N © QF U p U Q Oa w a Z tY y Z z z 4 aFN o ti Q 3 z:y Q� X 0- w _ 2 > �^� W w m 2 o O 662 Qz wa �$Wti� �i in wo U I �� u�i3Q G o w �yd =O hN i5a 0010 +m 3 14 h Lna m h >°' 00 O O a EXISTING PARKING 1 2 p EX R/W PE PM 28834 -7, PUB 197199 -105 R =1300. R =1300 00' „ 3> 7E � 1 O i ..�- =-• � ; ' � N4£ -54 %F9 "W " 3 +0 —__ t r 5 T>�1 _ N,G OF PAVEMENT l J J LINE � ! 4 (mil 4 TO BE ,REMO ED a M ^-i ry lJ N U g 1" L= 646.52 rn rn - 56 +00 �0 z` T =3310.09' 55 +00 (CONSTRUCTION ...._..... L= 64652' SURVEY FUTURE MEDIAN w ,,�+� T 330 09 EXIST WATE1NE , I /yq a DIAL TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WORK CONTAINED WITHIN THESE 'LANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BFEN ISSUED. PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR [RING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER ITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER L BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MARK BY DATE REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER g gtRw'y" w p(O7 /�o �8 VED m PAR oVNC-� NS Im . /VOTE C,4SN --1W [1,gs GA.4V0 J44AAS A/E.® /.04,; d 7s1.49P VZA471014u : 59 4 38' W4 JrA TS0 , v- 5 76 PER , U REMOVAL NOTES,• �t SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT O2 REMOVE EXIS77NG DRIVEWAY. 13 GRIND EXIS77NG PAVEMENT 0.10' MINIMUM DEPTH. E4 SAWCUT AND REMOVE EXISTING CURB AND GUTTER E5 SAWCUT AND REMOVE LATFT7NG SIDEWALY. REMOVE EXIS77NG WALL. I7 REMOVE EXIS77NG CHAINLINK FENCE. CONS NVC 770N SQ T& Oi CONSTRUCT 6" A.C. OVER 11' CLASS 71 AGG BASE, TO BE VERIFIED BY SOILS ENGINEER AFTER R- VALUE TESTING. O2 CONSTRUCT TYPE A8 CURB PER RIVERSIDE COUNTY STD. DWG 201. O3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD. DWG. 404. O4 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. DWG. 207 -A. (W =50; R =30' TO 50) O5 CONSTRUCT 0.1' MINIMUM A. C. GRIND AND OVERLAY. 6 CONSTRUCT FULL DEPTH A. C. (6" A. C. MIN) 7 EXIS77NG POWER POLE TO BE RELOCATED BY EDISON PER SEPARATE 40 0 40 80 PERMIT AND RIVERSIDE COUNTY STD. DWG 400. 8 EXIS77NG FIRE HYDRANT TO BE RELOCATED PER LEE LAKE WATER DISTRICT 9 CONS 7RUCT CATCH BASIN PER RIVERSIDE COUNTY STD. DWG. 300. C a I e �s = O 70 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY 57D. DWG 311, CASE C 11 CONSTRUCT 18" RCP STORMORAIN. FTA NO.: 201J-0 120 DELTA TANGENT ' 10.45' ' M 9.91' 18. B4" ' 21.48" SPEED DE, GN: 45UPH 4 N p Z W Z ® Q t� Z N on c Q Z F V CQ Q U C a a T I Q W W Z_ 0 W W U J in 0. O o v UJI O y N © QF U p U Q Oa w a Z tY y Z z z 4 aFN o ti Q 3 z:y Q� X 0- w _ 2 > �^� W w m 2 o O 662 Qz wa �$Wti� �i in wo U I �� u�i3Q G o w �yd =O hN i5a 0010 +m 3 14 h Lna m h >°' 00 O O a EXISTING PARKING 1 2 p EX R/W PE PM 28834 -7, PUB 197199 -105 R =1300. R =1300 00' „ 3> 7E � 1 O i ..�- =-• � ; ' � N4£ -54 %F9 "W " 3 +0 —__ t r 5 T>�1 _ N,G OF PAVEMENT l J J LINE � ! 4 (mil 4 TO BE ,REMO ED a M ^-i ry lJ N U g 1" L= 646.52 rn rn - 56 +00 �0 z` T =3310.09' 55 +00 (CONSTRUCTION ...._..... L= 64652' SURVEY FUTURE MEDIAN w ,,�+� T 330 09 EXIST WATE1NE , I /yq a DIAL TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WORK CONTAINED WITHIN THESE 'LANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BFEN ISSUED. PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR [RING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER ITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER L BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MARK BY DATE REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER g gtRw'y" w p(O7 /�o �8 VED m PAR oVNC-� NS Im . /VOTE C,4SN --1W [1,gs GA.4V0 J44AAS A/E.® /.04,; d 7s1.49P VZA471014u : 59 4 38' W4 JrA TS0 , v- 5 76 PER , U REMOVAL NOTES,• �t SAWCUT AND REMOVE EXIS77NG A. C. PAVEMENT O2 REMOVE EXIS77NG DRIVEWAY. 13 GRIND EXIS77NG PAVEMENT 0.10' MINIMUM DEPTH. E4 SAWCUT AND REMOVE EXISTING CURB AND GUTTER E5 SAWCUT AND REMOVE LATFT7NG SIDEWALY. REMOVE EXIS77NG WALL. I7 REMOVE EXIS77NG CHAINLINK FENCE. CONS NVC 770N SQ T& Oi CONSTRUCT 6" A.C. OVER 11' CLASS 71 AGG BASE, TO BE VERIFIED BY SOILS ENGINEER AFTER R- VALUE TESTING. O2 CONSTRUCT TYPE A8 CURB PER RIVERSIDE COUNTY STD. DWG 201. O3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD. DWG. 404. O4 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. DWG. 207 -A. (W =50; R =30' TO 50) O5 CONSTRUCT 0.1' MINIMUM A. C. GRIND AND OVERLAY. 6 CONSTRUCT FULL DEPTH A. C. (6" A. C. MIN) 7 EXIS77NG POWER POLE TO BE RELOCATED BY EDISON PER SEPARATE 40 0 40 80 PERMIT AND RIVERSIDE COUNTY STD. DWG 400. 8 EXIS77NG FIRE HYDRANT TO BE RELOCATED PER LEE LAKE WATER DISTRICT 9 CONS 7RUCT CATCH BASIN PER RIVERSIDE COUNTY STD. DWG. 300. C a I e �s = O 70 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY 57D. DWG 311, CASE C 11 CONSTRUCT 18" RCP STORMORAIN. FTA NO.: 201J-0 120 EX. CONS7RUC7?LWSVRVEY pRpp C®WSMVCCaV�VEY plppp EX. GONS7RVI EX. pRpp Ex GONS7RUC Ex CONSTRUC R/W C/L 64' R R/W 64' C� 40' R/W R R 1 IOW 64' C� 40' 1 1 43' C 1 40' 4796' 31.35" 20.5' 43.5' 387' 395' 21' 43' 1.3' 20 44' 18.5' 24" 40' 18.5" 40' 5 21' 43' 16.3' 18.25' 45.75' 12.8 20' 36.7' 29.35" 19.4' 21.6' 18.7' 5 . ' 17' 30.5 cp 5' 14.8" ! EXIST. y 5' o 10 EXIST GRADE T. `° I 6F 4 � ! 2 T '� � I 2� �� � ti � r' I I F.Q I o, � �� �, 5 ^4i 5 I v I . w hh '• GRADE q q o� '� FUTURE PROPOSED MEDIAN <" °` q 9 q� MEANDERING 1 % t ' "� 0 0 Z PROPOSED 1.8 ° CURB - rn SIDEWALK ^ " W 18 - MEANDER /N 7 ENC _ 1. EXIST 1 1 " FUTURE 8 C &G ' N .. = SIDEWALK . 0 60% (3 / I � GRADE `l-'DQ p ( -�- -° �kQQ FUTURE 4 �p0 FUTURE 5� GRADE 0 3 CURB N N� ,. �. 18" MEODVVAN _ EXIST. STA TION 56 +00 PROPOSED 8" C &c y +� STA RON 58* 50 PROPOSED DR/ STA TION 59-1 _ 2 STA TION 61+00 SCALE HORZ.: 1 "' =40' STA TION 57 +25 PROPOSED 8" C &G SCALE- HORZ.: 1' =40' SCALE. HORZ: 1"40' SCALE. HORZ.: 1' =40' EX RIW VER.: 1' =4' SCALE HORZ.: 1"-40' PER.: 1'-4' VER.: 1'- 4' � Z E/ER.: 1"-4' PER.: 1 '- 4' x COYVS7RUCnGbvSURbE?' Ex. 01�Vs7RUCnAV E eo pRpp EX. CONS7RUCnONSURWY PROP. EX. CLWS7RUCnON EY R� Cvt EX CONS7RUCnQv R/A' CA CA R RIW Ch C/L R R/W 64' C� 40' R/�► B' 64' 40' R C7R 4796' 31.4' 64' 43' 18.5" 43 44' 20.34" ' 43 66' O 8" 20' I 44' 18.5' 40' 19" 9.2' 38.B" 33' S 21" 43' 20.5 43.5' 4.8" 18' - EXIST. 12" 18.6' .5' 20.5' 17.3" 4.7' 16' 36.8' 29.4' 20 > 5 GRADE " � 5 , I 27 I 5" 425" �� co'o �m ,p 5 �� ! EXIST. GRADE � w ° o F ry `), "' g `J� � ° (�� PROPOSED F 0` PROPOSED € F N 2" % , 4-9 5, (3, 7y S °� MEANDE G 1 q MEANDERING pq % BENCH, ''' UTURE r n �' of PROPOSED SIDEWALK .5 -' ° SIDE 1 % - SIDEWALK tu- 18 _ 1 MEDIAN 2' 9 - rn )- PROPOSED 8" C &G CURB 22 2 19 .ry GQ' 1 6 % 2.5 q EXIST. GRADE 0. g %) ( •9 FUTURE 8" C &G ' -4� X0.20% c� I FUTURE h J FUTURE ° J ' U MEDIAN +5� MED /AN Q PROPOSED 8" C &G � CURB CURB PROPOSED 8 C &G STATION 56+25 PROPOSED 8" C &G STA TION 58 +75 c� e STA ON 50 +00 STATION 61 +25 Ex SCALE HORZ.: 1"-40 STATION 57 +50 SCALE HORZ.: 1"40' ti SCALE.- HORZ.: I" - 40' Q ' SCALE: HORZ.: 7" -40' R� PER.: 1 " =4' SCALE. HORZ: 1'' = 40' PER.: 1 ° =4' Z ' `� PER.: 1 " =4' R v �} I e x PER.: 1 " =4' PER.: 1 "= 4' x , PROP. X R1W CA CONs7RUC U VEY PROP EX. CaVS7RUCnOW SURWY CONS R R/W CA C/L 7RUC Q CON c� cnav cav 43 c� cnav 4 B4' 64 0.33" 64 40" 20.17 43.83 767 ° 4 ' 40' 19" � 21' I 43' 20" 4 18.5' 18.5' m N° 2 8' 21 " 43' 41 17' 28' 40' - I 11.5 19.3' ++ 71" 19.9' 16.8' 15' 15.5' 13.3' 1B.6" EXIST. v N 6.1 34.9' 28.8' S 41.7' 25. GRADE 1 9 5 ry h �'w a ��/ 2 co GRADE BENCH J � : ^p N N o N PROPOSED o 2 �s o I � PROPOSED S MEANDERING o s I �I K I `\' oT5 NSF °' � SIDEWAL �. I 7.), 1-� PROPOSED '� i N °� EXIST. GRADE SIDEWAL T�� v cn o;0 'o rn I N ry�ti Oha rn� ' ' MEANDERING 1.6 ° . Oq T ~ 0 0�" o 18 6q SIDEWALK XIST. Z. ' 18 - %.:2 1.75% FUTURE 8" C &G r n 2 % N 4r } �� GRA FU DE 22' 79 „ 1.50i�( 6 ° _ / 3 .17y g'�6� ' "'off 0.40 % TURE FU h TE 2 MEDIAN v U ME N FUTURE 8 C &G q,•OQ -3' PROPOSED 8 "" C &G CURB 3 FUTURE 3 1 CUR w 'O EX. y� FFF��� EXIST. GRADE Q Q' W � PROPOSED 8'" C &G o MEDIAN ° STATION 56-+-50 CURB PROPOSED DRIVEWAY CURB ? c� � R STA TION 59 +00 STA TION 60 +25 STATION 61 +50 �' 3e SCALE HORZ.: 1" =40" STA TION 57 +75 SCALE- HORZ: 1' 40' Z ,� SCALE HORZ.: 1" 40' x SCALE- HORZ.: 1" 40' PER.: J ° =4" ° IAER.: 1 "' =4" SCALE HORZ: 1' =40' PER.: 1 " =4' PER.: 1 "'' =4' PER.: 1"-4' J Q CL OON87RUC 7a U WY R CONSM Cnaw ° p� E X CONS7RUCnav Ex EDr YVS7RUCnaV EK CpV5 R,1W CA 1 64 R R11W 64 " C/L R/TiY R/PY CCA R/iIY C 64' 18.5' 40 0.82' 43.18" 20.02' 43 98' 43' 44' 21' 43' 2 .3" 21" 43' - 20" 44' 18" 40" 19' 40" 21' 43' 13 3' 19.2' 232' 20' EX /ST. 5' S 18' 16.6' 15.2' 15,5' - I EX /S T. 12' 29' 23 6' 37.5' ! GRADE � � 4' 1T 2" [ GRADE 10.7 s i9 5' EXIST. GRADE BENCH '�� 1 m w ° s� IV °a I 9 rn 5 1 "? ° Q° hn�F o N PROPOSED row I S T - i �j .� � OF I o ep'oo m 0 0' I tv o r MEANDERING �. Gj �. 6 v . SIDEWALK O F.o ` �`•° .�1• PROPOSED € 'Q �' �: ! `TC� h h in 9 a 0 7 PROPOSED Fq q �` 9 S /DEWALK r N - ` � % % n rn "� t�i� p�`L� o SIDEWDALKNG t 6 ° t% e .... 1 / q �0 eT!- cyj q � `�' 18 J s .. FUTURE 8" C &G 5 - / ,.; / _ "'" 0. FUTURE GRP - F TORE a`" 3 • 2y, FUTURE 8" C &G 'i "per 95% 39 MEDIAN I 26.5' 14.5" y J t 96 )( MD /AN Q' ,� Q ° PROPOSED 8" C &c 3 CURB FUTURE 3 EXIS RADE 18' ° CURB Z `VO;c� Q PROPOSED 8" C &G MEDIAN ti CURB PROPOSED OR/PE Y CURB STA RON 59 +25 STA TION 60 +50 EY. STA 71ON 61 +75 STA TION 56 +75 SCALE HORZ.: 1 " =40' SCALE. HORZ: 1" =40' RIw O SCALE. HORZ: 1 " =40' SCALE HORZ: 1"-40' STA TION 58 +00 PER.: 1 " =4 ' 4 �. PER.: 1"-4' PER.: 1 " =4' PER.: 1' =4' SCALE: HORZ: 1' =40" Q Dr C0NS7RUC77GN EX R� 43' CA 44' ;RIV r '�� 40' U ^�� 20.5' I N ^� �' 0.5 20' 3' SIDEWALK 00 v i�i WORK CONTAINED WITHIN THESE PLANS SHALL NOT EXlS7. cp b N ro ro I N V N N !! c GRADE q 4 1 m m w ryti �ry �w AND /OR A GRADING PERMIT HAS BEEN ISSUED. en z U 1- 800 -227 -2600 q ° �" t g1 ° AT LEAST TWO DAYS rn ° PROPOSED t ®U W a BEFORE YOU DIG � % SIDEWALK ( ®fi FUTURE 8" C &G STA TION 62 +25 DATE SCALE. HORZ: 1" =40' SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MARK PER.: 1" -4' EX WNS7RUC7112V EX R 43" C1 44' R� 40' I 1 q 10.5' 20' � B : SIDEWALK EXIST 18 N .0 2 ��� GRADE Nw ( A o Iz 975 23.5° FUTURE . 26.5" v 14.5' r h FUTURE FUTURE 8" C7 �ry _��� e MEDIAN FUTURE 8" C &G STA RON 62 +50 SCALE.- HORZ.: 1'=40' PER.: I"=4' EX CaVSMU07712V EX � N w? °•s � P n FUTURE 3" C &L STA TION 62 +75 SCALE. HORZ: 1 " =40' PER.: 1 " -4 /w CQNC� CApV 40' 44' 0.5 20' N� 18.75' 3' EXIST. GRADE � N U, ° I � N � I r v � ; - O. 0 %) (3 B9 J ° STA TION 63 +00 SCALE. HORZ: 1' =40' STA TION 63 +50 SCALE. HORZ.: 1" -40 PER.: 1"-4 fix 00INS7RVC7lON �� � L � a s" q v 6 STA TION 63 +75 SCALE. HORZ: 1 " =40' PER.: 1"-4' EK GONS7RUC7112V Q/W 40' 155" 15' N 9 Zp I � � ! �I rn v (,.6�� j 9 STATION 64 +00 SCALE HORZ.: 1' =40" PER.: 1"=4' EX CONS7RUC77GN PER.: 1" R1 ° PER: 1 =4 STA TION 64 +25 pRop EX CONSTRUC770NS1/ WY PROP. EX CONS1RUCnOW PROP. EX CGNSDRUCAQN � EX EX. CQN57RUC770N SCALE. HORZ.: 1" =40' R R/ ►'' 64' c/Lc/L R R/iv c� 20.66' 4334' 20 44 18.5" 24 " 64 40 " 40' R C7R or C NS7RUCnaV 1 " =4' s4" R Er Ccws7RUCnav 21' 43' 1.8' 21 " 43' 43' 40' 5' 255' 15 '16.5' 21" 43' 40' 20' 11 79' 40' 16.4' 24.6' 20.8" m 4 ' 17' 15.2' 16.5' 18/ 5" 13' 19.8 I EXIST. LO 17.6' 11' 1 2 f EXIST. GRADE 2 ^. 33.7 1 43 CGY57RUC77GW N3 i0 7 GRADE z + A� SCALE. HORZ: 1" 40' SCALE. HORZ.: 1' =40' VER.: 1" 4' �l /',� STA TION 60 +75 p • r VER.: 1"-4' 4' VER.: 1"-4' 4' ® m 0 U 0 d a Z TENESt^Al ff "mmw� 0 W PROPOSED MEANDERING ( r '�� 6� T U ^�� I I N ^� �' PROPOSED SIDEWALK 00 v i�i WORK CONTAINED WITHIN THESE PLANS SHALL NOT ,�cb; 1� °' g m DIAL TOLL FREE AND /OR A GRADING PERMIT HAS BEEN ISSUED. en z U 1- 800 -227 -2600 q ° �" t g1 ° AT LEAST TWO DAYS 8%• ° PROPOSED t ®U W a BEFORE YOU DIG ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE % SIDEWALK WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER ®fi COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER BY DATE a p SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MARK Ix < < AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER MEANDERING °.. q V) ^ IIQ � B : SIDEWALK 18 2 % - N 975 23.5° FUTURE . 26.5" v 14.5' FUTURE FUTURE 8" C7 z _��� MEDIAN �o`" EXISTk GRADE t 8 ) (3 MEDIAN U PROPOSED 8'" C &G Q CURB }Q ��, PROPOSED 8" C &G FUTURE MEDIAN 3 18' 49, CURB k' ® " PROPOSED DRIVEWAY CURB a° ® ***. �: y CURB STA TION 59 +50 STA TION 57 +00 STA TION 58 25 SCALE. HORZ: 1"-40' z + A� SCALE. HORZ: 1" 40' SCALE. HORZ.: 1' =40' VER.: 1" 4' �l /',� STA TION 60 +75 p • r VER.: 1"-4' 4' VER.: 1"-4' 4' ® m 0 U 0 d a Z TENESt^Al ff "mmw� 0 W LJ U z 00 v i�i WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT DIAL TOLL FREE AND /OR A GRADING PERMIT HAS BEEN ISSUED. en z U 1- 800 -227 -2600 a AT LEAST TWO DAYS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR t ®U W a BEFORE YOU DIG ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER ®fi UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER BY DATE a p SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MARK Ix < < AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS APPR. I DATE COUNTY o N 40' I w F rn '0 0 " o vy < 10.3 i EXIST. w � i ti N 23 I GRADE ro o ry v �' i rn l a N (S ,p N ti ^��' o� 2 o�s9, , ( �8 o ry . oq REMOVAL 1. 5%) (2.6 STATION 63 +25 A.C. PAVEMENT �+ SCALE HORZ: 1" - 40' FUTURE 8" C &G PER: 1" =4' STA TION 64 +50 SCALE. HORZ: 1"--40' GRIND STA TION 62 +00 GRIND SCALE HORZ: 1 " =40' VER.: 1"-4' FTA NO.: 2013- 06 vcINEER: 2313 E. PHILADELPHIA ST., SUITE "F" BENCHMARK: O QROFESSlO AND Ontario, CA 91761 PM 35882 T I.P. N0. 130047 SHEET N0. _ J R, F COUN I Y OF RIVERSIDE 3 C y (909) 930 -1466 EI/ELOPMENT FAX (909) 930 -1468 TEMESCAL CANYON ROAD ES�GN PLANNING • CIVIL • SURVEYING SEE SHEET 1 No. 43714 1 0 0 NLI JS Exp. 3 /31/2015 C OMPANY, LLC OF 3 SHEETS gTe �IVp1E0��P EPA B R.C.E. NO. 43714EXP.03/31/15 CAL FOR: W.O. COUNTY qQ KEVIN J. RICHER DATE ` H: 1 " =40' V: 1 " =4' VIA DEL RIO BUSINESS PARK, LLC FILE NO.