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926cc_sppN. T. S. 4r No" GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPERIOWNER 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 RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUC71ON 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. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE. (909) 955-6885 FOR PARCEL MAPS AND TRACT MAPS. 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 NOT LIMITED TO, THE FOLLOWING. SEWR, WATER, ELECTRIC, GAS AND STORM DRAINS. Z CURB DEPRESSIONS AND DRI VEW4 Y 'APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 ANDIOR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WTHIN THE STATE RIGHT-OF-WAY. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS 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 0 - CD Uj 0 - TWO WORKING DAYS BEFORE YOU DIG -.40NOWNW: 42il; A PUBLIC SERVICE BY UNDERGROUND SERWCE ALERT IMPRO PLAN FOR PWA% wwommm"lk 'D (PHI A 0E20@91MAP T LNDEX MAP SCALE. 1`_200' STREET 7REES STREET LIGHTS 10. ALL STREET SECTIONS ARE TENTATIVE. ADD170VAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH FEET ASPHALT CEMENT PAVEMENT OVER__Q-Aq._ FEET CLASS 2. D E 8 0 R I P T 10 N 1 S.F GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. AB=1079 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS CONSTRUCT FEET ASPHALT CEMENT PAVEMENT OVER__Q.�Q_ FEET AGGREGATE BASE, CLASS 2. DEMOLISH IND REMOVE EXISTING AND INTERIM ASPHALT CEMENT PAVEMENT DETAILS, LEGEND AND SECTIONS FOLLOWNG PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY WORK CONTAINED WITHIN THESE PLANS A ADJUST ITEM TO GRADE AS N07ED. Of 946V QNIA/V77/71 FO�e 1716M ;R SHALL NOT COMMENCE UNTIL AN MY h� ENCROACHMENT PERMIT AND OR A 12, /r .I- ADD -=D D,elVeWAy 47.1' -Ir Iri 13. GRADING PERMIT HAS BEEN ISSUED. OF 6 I PROTECT ITEM IN PLACE AS NOTED. STORM DRAIN PLAN AND PROFILE, (LINE -"A") KOELREUTERIA BIPINNATA (CHINESE FLAME TREE) jj APDeb Demol-1770N NO F_? CowS, 1V 07F 6, 7 -&,IS 9.10r -6 OF 6tl CONSTRUCTION NOTES: 02:r,oR -t A_ �rFC7_ The private vote engineer signing these pians is responsible for assuring the accuracy Cf) m CONSTRUCT CURB WTH GUTTER TYPE "A-6" PER COUNTY OF RIVERSIDE 1 jCO3, &,rIV104�710NV07e 3 &oN$7 C:) and acceptability of the design hereon. In the event of discrepancies arising after =MARK BY DATE - D county approval or during construction, the private engineer shall be responsible Cnfor < determining on acceptable solution and the plans for approval by REVISIONS C_) the county. ENGINEER IMPRO PLAN FOR PWA% wwommm"lk 'D (PHI A 0E20@91MAP T LNDEX MAP SCALE. 1`_200' STREET 7REES STREET LIGHTS 10. ALL STREET SECTIONS ARE TENTATIVE. ADD170VAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH FEET ASPHALT CEMENT PAVEMENT OVER__Q-Aq._ FEET CLASS 2. D E 8 0 R I P T 10 N 1 S.F GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. AB=1079 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS CONSTRUCT FEET ASPHALT CEMENT PAVEMENT OVER__Q.�Q_ FEET AGGREGATE BASE, CLASS 2. DEMOLISH IND REMOVE EXISTING AND INTERIM ASPHALT CEMENT PAVEMENT DETAILS, LEGEND AND SECTIONS FOLLOWNG PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY TONS ADJUST ITEM TO GRADE AS N07ED. OF ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD INTERIM STREET IMPROVEMENTS (TEMESCAL CANYON RD) -3A** MY h� SPECIFICA TIONS. 12, PRIME COAT IS REQUIRED PRIOR TO PAWNG ON ALL GRADES IN EXCESS OF TEN PERCENT UTILITY POLE OR, GUY WRE TO BE RELOCATED BY SCE. 13. INSTALL STREET TREES IN ACCORDANCE WTH ORDINANCE NO. 460 AND 499. OF 6 I PROTECT ITEM IN PLACE AS NOTED. STORM DRAIN PLAN AND PROFILE, (LINE -"A") KOELREUTERIA BIPINNATA (CHINESE FLAME TREE) f STORM DRAIN PLAN AND PROFILE (LINES -"B "'C'** & ****D*) -6 OF 6tl CONSTRUCTION NOTES: 14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WTH THE APPROVED STREET LIGHTING PLAN. PL A CONSTRUCT CURB WTH GUTTER TYPE "A-6" PER COUNTY OF RIVERSIDE 1 AS DETERMINED BY THE TRANSPORTATION DIRECTOI�,, THE DEVI OPER IS RESPONSIBLE As A STD. NO. 200. MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PA1,SMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. m 29,786 SF 5 EA. I A AO Ir _ATITLI 13,140 S. F 2 EA. 2 EA. 1 EA. 2 EA. 6 EA. 24 EA. 167 L.F. 165 L. F. M�l -A 7�p Ao LEROYROAD SECTION 27, T4S, R6W LOCATION MAP V. RIVERSIDE COUNTY ROAD CONSTRUCTION INSPECTION (909) 955-6885 GENERAL TELEPHONE -(800) 422-4133 ELSINORE VALLEY MUNICIPAL WATER DISTRICT (909) 674-3146 SOUTHERN CALIFORNIA GAS COMPANY (714) 845-2617 SOUTHERN CALIFORNIA EDISON COMPANY (AT PERRIS OFFICE,} --(714) 657-5154 UNDERGROUND SERVICE ALERT (800) 227-2600 LEE LAKE WATER DISTRICT (909) 277-1414 FAX (909) 277-1419 EARTHWORK QUANTITIES VOLUME CU T— Z 700 CU. YDS* VOLUME FILL- Z 700 CU. YDS* VOLUME IMPORT -0 CU, YDS* *NO TE. QUANTITIES SHOMV HEREON ARE ESTIMATED FOR BONDING AND PLAN CHECK FEE PURPOSES ONLY THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE ACCURACY OF THE ESTIMATE FOR BIDDING PURPOSES. **NO TE. FOR CONSTRUCTION N07ES AND QUANTITY ESTIMATE OF IN7ERIM STREET IMPROVEMENT SEE SHEET JA. BENCHMARK: S-316 RESET 1965 ELEV.=9QZ., §1 & PER RIVERSIDE COUNTY SURVEYOR DESCRIPTION DATED 4-J-84 0.6 MILES S"LY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD; 100'± E'LY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY STREET; 2± WLY OF P P #10176 4.5'-+ ELY OF THE CENTERLINE OF A DRAiNAGE DITCH- 7'-+ NLY EDGE OF A CONCRETE CULVERT, 7'±NLY OF THE ETW OF LEROY ROAD; 17'± WLY OF A 5' HIGH CHAIN 4INK FENCE CORNER, 73± SE`LY OF P.P. #20801; 171 ± ELY OF B.M. S316, A BRASS DISK STAMPED S316 1935 RESET 1965. CANYON L 1"wVr SHEE T INDC,A CONSTRUCT _.Q.�9�_ AGGREGATE BASE, FEET ASPHALT CEMENT PAVEMENT OVER__Q-Aq._ FEET CLASS 2. 58,273 1 S.F Ma W -12M AB=1079 --- 1 OF CONSTRUCT FEET ASPHALT CEMENT PAVEMENT OVER__Q.�Q_ FEET AGGREGATE BASE, CLASS 2. DETAILS, LEGEND AND SECTIONS AC=543 TONS LA A OFILE (TEMESCAL CANYON RD.) -3 I A AO Ir _ATITLI 13,140 S. F 2 EA. 2 EA. 1 EA. 2 EA. 6 EA. 24 EA. 167 L.F. 165 L. F. M�l -A 7�p Ao LEROYROAD SECTION 27, T4S, R6W LOCATION MAP V. RIVERSIDE COUNTY ROAD CONSTRUCTION INSPECTION (909) 955-6885 GENERAL TELEPHONE -(800) 422-4133 ELSINORE VALLEY MUNICIPAL WATER DISTRICT (909) 674-3146 SOUTHERN CALIFORNIA GAS COMPANY (714) 845-2617 SOUTHERN CALIFORNIA EDISON COMPANY (AT PERRIS OFFICE,} --(714) 657-5154 UNDERGROUND SERVICE ALERT (800) 227-2600 LEE LAKE WATER DISTRICT (909) 277-1414 FAX (909) 277-1419 EARTHWORK QUANTITIES VOLUME CU T— Z 700 CU. YDS* VOLUME FILL- Z 700 CU. YDS* VOLUME IMPORT -0 CU, YDS* *NO TE. QUANTITIES SHOMV HEREON ARE ESTIMATED FOR BONDING AND PLAN CHECK FEE PURPOSES ONLY THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE ACCURACY OF THE ESTIMATE FOR BIDDING PURPOSES. **NO TE. FOR CONSTRUCTION N07ES AND QUANTITY ESTIMATE OF IN7ERIM STREET IMPROVEMENT SEE SHEET JA. BENCHMARK: S-316 RESET 1965 ELEV.=9QZ., §1 & PER RIVERSIDE COUNTY SURVEYOR DESCRIPTION DATED 4-J-84 0.6 MILES S"LY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD; 100'± E'LY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY STREET; 2± WLY OF P P #10176 4.5'-+ ELY OF THE CENTERLINE OF A DRAiNAGE DITCH- 7'-+ NLY EDGE OF A CONCRETE CULVERT, 7'±NLY OF THE ETW OF LEROY ROAD; 17'± WLY OF A 5' HIGH CHAIN 4INK FENCE CORNER, 73± SE`LY OF P.P. #20801; 171 ± ELY OF B.M. S316, A BRASS DISK STAMPED S316 1935 RESET 1965. CANYON L 1"wVr SHEE T INDC,A TITLE SHEET 1 OF 6 DETAILS, LEGEND AND SECTIONS LA A OFILE (TEMESCAL CANYON RD.) -3 OF 6 INTERIM STREET IMPROVEMENTS (TEMESCAL CANYON RD) -3A** OF 6 (STA. 20+80.00 - STA. 30+68.04) STREET PLAN AND PROFILE (STELLAR COURT) -4 OF 6 STORM DRAIN PLAN AND PROFILE, (LINE -"A") 5 OF f STORM DRAIN PLAN AND PROFILE (LINES -"B "'C'** & ****D*) -6 OF 6tl PL A -01 LANDSCAPE, IRRIGATION, STREET LIGHTING, SIGNING AND STRIPING, PER SEPARATE PLAN 09-11-01 IP 010029 COUNTY OF RIVERSIDE BENCHMARK: DMe Engineering IFA 8M4 -T TRANSPORTA 77ON DEPARTMENT COUNTY OF RIVERSIDE Civil n Surveying m Planning F APPROVED 18 Technology Drive, Suite 100 Irvine, CA No. CE 33950 92718 Exp, 6-30-02 w (949) 753-9393 FAX (949) 753-9322 A __SCALE: RED 8 Y. R.C.E. NO. 3284-6.3 SHOWN RECOMMENDED DATE DATE H. -AS AOVE B V. NIA I - I lot It # wo. COUNTY I I FILE NO. PROPOSED EXIST. EXIST., PROPOSED R1W R1W R1W R/W - 90.50' 48' IMPROVEMENT 42.50' WILD ROSE— LAND # 10'. 70' BUSINESS PARK LSETBACK E 8.50' 38' 32' 25 BUILDING SE ACK 4' # 6' 1 1 8' 12' 12' 12' 12' 14' S/Wj__i PROPOSED # " i PROPOSED PROPOSED E CURB & 1 C, 114 PER CURB &((D AC PAVEMENT 12.5 ' GUTTER 11 fill,FOOT GUTTER AND D BASEQ-� _�---- 2--q M EXIST. EXIST. R1W R1W �, 90.50' • 10.60' WILD ROSE 10' # 10' ' _ 70' INTERSTA TE BUSINESS PARK LANDSCAPE FREEWAY 15 25' SETBACK 8.50' 3$' 32' BUILDING SE ACK4' # 6' 1 8' 12' 12' 12' 12' 14' LISTING 51W 6 f #GROUND- , # ' PROPOSED E.Y CURBO& D PROPOSED 1�j4 PER AC PAACC T VARIE GUTTER .- CURB & AND BASE 10.50' INTERSTATE FREEWAY 15 EXISTING # GROUND----,_ - -S OPE GUTTER ] 8-12. 2_'.. � MAS EXISTING AC PVMT EXISTING AC PVM7 ° PROPOSED EXISTING INTERIM AC TO BE REMOVED EXISTING INTERIM EM REMOVED PROPOSED TO BE REMOVED SIDEWALK (D3 PVMT. TO BE REMOVED PROPOSED PVM PROPOSED JOINT L _j PROPOSED JOINT - — SIDEWALK UTILITY TRENCH UTILITY TRENCH -TEMESCAL CANYON ROAD SCALE. 1"=10" COUNTY STD. NO. 109—MODIFIED STA 22+16.82 THRU STA 27+96.30 PREL. "R" VALUE = 70 TI = 8.5 0.39 AC/0.50 AB URB TRANSI0 s CURB TRANS17ION d TI 00 PARCEL 9u7 ��o CELL vy ^ ci ca t !n z t1 t uy ca , 1l 41 � 1/4" EXPANSION cic't, 1� ®�' tt+ h `� JOINT(TW) N "s ri' 4 ` ` 0 �t Q 33.97 `� m l t RI W _ cn FS Cn , , vy FS t s ca t t Lam- f .e EXI S77NG SIDEWALK J F J s r s. r Apr F .� EXISTING CSG r , v r: (� Y� - ., _ .. ... e .- ,r s 45 r 'V, h it M 5M� /1 '*--- EXISTING CAL TRANS Rl W nt SCALE. 1 20 D AW AAAA/~ CALL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1—BOD-227-260fI A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution and revising the plans for approval by the county. ENGINEER SEAL -COUNTY P �p� E S S1© � Z No. CE 33950 Exp, 6-30-02 , R DA TE T CIVI1- �. COUNTY FdF CA1-��p TE CAL CANYON NON RO SCALE. 1 "=10' COUNTY STD. NO, 109—hIODIFIED STA 27+96.30 THRU STA 30+68.04 PREL. "R" VALUE = 70 TI=8.5 0,.39 AC10.50 AB R1W 66' R1W 1 22' 6 10' 12' 12' EXISTING # S1W GROUND PROPOSED PROPOSED �r 1 114 PER CURB & 1 AC PA VEMEN F•OOT GUTTER AND BASE 2 SL --OPE - 27* EXISTING �,P GROUND a � 22' 10' 6$_ S1W PROPOSED CURB GUTTER F O 4 PROPOSED PROPOSED JOINT L SIDEWALK (D UTILITY TRENCH STELLAR COURT SCALE: 1"-10' r /03 PREL. "R" VALUE = 70 TI = 7.5 0.30 AC10.50 AB EXISTING GROUND ffPER PE r EXISTING _ GROUND PROPOSED SIDEWALK (D 1.0' 2.0' MIN. 0.10' ' ������ CU EXISTING AC SAW -CUT � PAVEMENT LEGEND NEW AC PAVEMENT ' R PIANSYMOABBREVIATIONS G�i (CONTINUED) EXISTING PAVEMENT ®r• PROPERTY LINE N NORTH , S SOUTH =1 !=1 11 �1 =1 I= I i =- -- -° -- � CUTfFdLL LINE �: EAST GRIND EXISTING " ' ' . F _�=1 I i 1=11 I I!-' CONCRETE SURFACE KN KEST AC PAVEMENT f LIMITS OF GRADING N L Y NOR THERL Y FROM P. L r f COMPACTED NATIVE S I V L a K x ASPHAL T SURFACE FLOW LINE SLY SOUTHERL Y FROM PL. JOIN EXISTING ACP }}+�� � , <. AVEMENT E'L Y EASTERLY FROM PL. REMOVE EXISTING - - 100 - - - EXIST. CONTOUR KI'L Y WESTERL Y FROM PL. AC PAVEMENT BRICK SURFACE FH FIRE HYDRANT - - - C - - - - - EXIST. CABLE RWV RECLAIMED W47FR VALVE BLOCK wALt E----- EXIST ELECT. BOV BLOW OFF VALVE TRAF. TRAFFIC ,� =® a N�POIIGNT IRON FENCE PL, PROPERTY LINE 100 PROP. CONTOUR NOT TO SCALE ❑ WY WATER METECENTERLINE R ICV RN CONTROL VALVE ®WV WATER VAL VE HARDSCAPE LINES DI DROP INLET Q PB PULL BOX LS LANDSCAPING 6-W(PVC) --- PROPOSED WATER LINE CONC CONCRETE PA1�"MENT ® TPB TRAFF<C PULL BOX 011H01�'RHEAD ❑ TELE TELEPHONE BOX»{� PROPOSED SEWER LINE GOR. CORNER U71 UTILITY ❑ICV IRRIGATION CONTROL VAL VE- - PROPOSED STORM DRAIN INV INVERT ELEVATION STREET LIGHTANG: ANGLE POINT - - - 8-S(VCP) - - - EXIST. 8" SEMER LINE EW EDGE WALK } POKER POLE BW BACK OF WALK Ak - 8„W{ACP} - - _ EXIST. 8” WATER LINE VIF VERIFY IN FIELD FIRE HYDRANT P. O. G POINT OF CONNECTION SIGN = 1. "S>'�R� -- EXIST. 24" STORM DRAIN DDC DOUBLE DETECTOR CHECK LLW LEE LAKE WATER DISTRICT PALM TREE DIAMETER MATERIAL PVC POLYVINYL CHLORIDE SHRUB WV WATER VAL VE APPROX. TRUNK SIZE _ EXIST. EDGE PAVEMENT GV GAS VALVE G GAS TRETE Q SEWER MANHOLE ABBREVIATIONS D SRC RRM DRAIN 0 STORM DRAIN MANHOLE FS FINISHED SURFACE W WA TER TC TOP OF CURB TS TRAFFIC SIGNAL SENSOR 0 MANHOLE (TYPE UNKNOWN) TB TOP OF BERM PB PULLBOX ELECTRICAL MANHOLE FL FLOWLINE E ELECTRIC CF CURB FACE TEFL. TELEPHONE Ll SURVEY CONTROL POINT CB CATCH BASIN GB GRADE BREAK EG EXISTING GROUND HP HIGH PONT 0 SEWER CLEANOUT BFPA BACKFL0W PRE VENTOR LP LOW POINT AC ASPHALT PAV MENT AP ANGLE POINT �--- CROSS DRAINAGE DIRECTION RCV HANDHOLE/CLEANOUT PP PONER POLE ® DRAIN GRATE CATV CABLE DRWY DRIVEWAY C&G CURB AN D GUTTER STt7 STANDARD CMP CORUGATED METAL PIPE PT POINT OF TANGENT RCP REINFORCING CONCRETE PIPE PRC POINT OF REI�RSE CURVE R. C, T.C% RIVERSIDE COUNTY PC POINT OF CURVE TRANSPORT4770N DEPARTMENT F p EDGE PAVEMENT PCC PORTLAND CEMENT CONCRETE IFOW INSIDE FACE COUNTY OF RIVERSIDE_gyy S[l..dA TRANSPORTA77ON DEPAR714ENT h. NC -,38483 g , DATE t ® ®1 DATE BENCHMA PM 28834-2 IP Me 010029 Engineering COUNTY OF RIVERSIDE Civil a Surveying a Planning FOR BENCHMARK SEE SHEET NO. 1 I DETAILS, LEGEND s SECTIONS !' Technology Drive, Suite 100 Irvine, CA i STREET IMPROVEMENT s t- r z TEMESCAL CANYON ROAD AND STELLAR COURT y ) 753-9393 FAX (949) 753-9322 WILD R BUSINESS s ROSE �� # '" ii'" ! !' COUNTY a.► ' DA I �► f t t x AN a cc LU ::D Cl - m:: LU M ,Z) C�I CU ci\j 66 CY*) CU 4� L) CD ED C\j Cn 0 - CIO M CD C-3 a 4 ro-UTI r�xwxl wl WTI NAP A 1-w I =50 Fowl ryLy 11 9 ------ 21+00 22+00 PM 2M34 45( I A, X '00 C*Y'*� DARCEL. I F 04 41111 7 CP -dPADi-,T0 C0kV4 Y DRAINAGE- TO E NG DITCH XS77 ------ ------ ---------- ------- 1 - R. - I �il I 943MIC r% Arm% TEME `AL CAWYON.2 .0 "09%OA D"A am P"'K 0 F/L E H A 8 IV HIM T R T E R E E W CALL TWO WORKING BEFORE DA YS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERWCE ALERT Nom WORK CONTAINED MTHIN 7HESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT ANDIOR 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 MARK BY DATE for determining on acceptable solution and revising the plans for approval by the county. ENGINEER 0% 'AAL TEMEZiUAL CANYON ROAD F` L A N SEAL -COUNTY E S E A 0 No, CE 33950 A7 Exp, 6-30-02 R4 DA TE 19, C1 COUNTY Or LAU", APPROVED BY: ff 07-T, SEAL -ENGINEER 0 0'A NA 1Z 0. 3� P C, V V - 0i V, -01 5 AS V I L T P L AN F4 ri r law Wal wl DES CRIP TION VARIES—PER PLAN N2817 W 1 EA. VARIES— PiAW, EXISTING AC PAVEMENT 860 S. F N61*42547 —REMA—IN1 2. O'_ 1.0"SAKCUT AND TOPISWALE (TS) REMOVE EXISTING 1 PER PLAN 01*54-*36 & PROFILE GROUN[Ey 6753** .-MiEff" ...... . ... . ..... CONS7RUCT AC PAVEMENT SWALE PER SECTION A -A, HEREON, PLAN WHERE SHOWN. 4. ... . ... .... ... . . ..... j . . .. ..... ... t ..... ...... .......... .. t= .744 9 ....... ... ....... . .... . ........ .. .......... . . .. ....... ... .......... 4- ------- ------ . ...... ........ . . ....... . .. ..... ! ....... ..... .......... ... ........ .... .... 9 .............. . ........ . . ......... Off -woo .......... .. . ........... . .... .. . . . . . . . . ..... ..... . . .. ........ –4 . ..... . .... . ...... .... . ....... .. .. .......... ------ ....... .. ..... _'�_ . ........ ------ - ---- .. .. . ......... ------- . . .... ....... 4-- ....... ...... .. ............... . .. ....... . . . . . . . I. . . . . . .......... ......... 9 4 PROMAE SCALE: L ........ .. .... ..... ...... ....... . ... . .. ---- - -------- . ... . .. . ..... HORIZ. 1 40' . ..... --- — ----- ------- ------- t t ------- - ------ --- -- ... ..... ... --------- . ... . ...... - ------- VERT. 1" 8' . ......... . 9 ------ 21+00 22+00 PM 2M34 45( I A, X '00 C*Y'*� DARCEL. I F 04 41111 7 CP -dPADi-,T0 C0kV4 Y DRAINAGE- TO E NG DITCH XS77 ------ ------ ---------- ------- 1 - R. - I �il I 943MIC r% Arm% TEME `AL CAWYON.2 .0 "09%OA D"A am P"'K 0 F/L E H A 8 IV HIM T R T E R E E W CALL TWO WORKING BEFORE DA YS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERWCE ALERT Nom WORK CONTAINED MTHIN 7HESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT ANDIOR 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 MARK BY DATE for determining on acceptable solution and revising the plans for approval by the county. ENGINEER 0% 'AAL TEMEZiUAL CANYON ROAD F` L A N SEAL -COUNTY E S E A 0 No, CE 33950 A7 Exp, 6-30-02 R4 DA TE 19, C1 COUNTY Or LAU", APPROVED BY: ff 07-T, SEAL -ENGINEER 0 0'A NA 1Z 0. 3� P C, V V - 0i V, -01 5 AS V I L T P L AN F4 ri r law Wal wl 90.50' 48.0' IMPROMEMENT 42.50' OLD 10%// -PER PM 19201 VARIES—PER PLAN (50. 0' MAX) DES CRIP TION VARIES—PER PLAN N2817 W 1 EA. VARIES— PiAW, EXISTING AC PAVEMENT 860 S. F N61*42547 —REMA—IN1 2. O'_ 1.0"SAKCUT AND TOPISWALE (TS) REMOVE EXISTING 1 PER PLAN 01*54-*36 & PROFILE GROUN[Ey 6753** 90.50' 48.0' IMPROMEMENT 42.50' OLD 10%// -PER PM 19201 VARIES—PER PLAN (50. 0' MAX) MW11 A 'MAI #MRAf PAVM SECTJON NOT TO SCALE #F jjjfA***JLrf DES CRIP TION VARIES—PER PLAN I ADJVST ITEM TO GRADE AS NO7ED. 1 EA. VARIES— PiAW, EXISTING AC PAVEMENT 860 S. F SWALE—PER PLAN —REMA—IN1 2. O'_ 1.0"SAKCUT AND TOPISWALE (TS) REMOVE EXISTING 1 PER PLAN AC PAVEMENT(TYP.) I�XISTING & PROFILE GROUN[Ey CONS TRUC TION NO TES.-. .-MiEff" CONSTRUCT 0.3,9' AC PAVEMENT OVER COMPAC70 NATIVE SOIL, PER SECTION A -A, HEREON. CONS7RUCT AC PAVEMENT SWALE PER SECTION A -A, HEREON, PLAN WHERE SHOWN. MW11 A 'MAI #MRAf PAVM SECTJON NOT TO SCALE #F jjjfA***JLrf DES CRIP TION I AND REM011AL NOTES; w 0-1 I ADJVST ITEM TO GRADE AS NO7ED. 1 EA. SAWCUT AND REMOVE 1.0' MDE FROM EXISTING EDGE OF PAVEMENT, PER SEC TION A - A HEREON. 860 S. F GRIRD EXISTING AC PAVEMENT 0.10'X2.0' AT JOIN LINE PER DETAIL ON SHEET 2. 1, 720 S. F XMY NOTES. - PROTECT 17EM IN PLACE AS NOTED. CONS TRUC TION NO TES.-. CONSTRUCT 0.3,9' AC PAVEMENT OVER COMPAC70 NATIVE SOIL, PER SECTION A -A, HEREON. CONS7RUCT AC PAVEMENT SWALE PER SECTION A -A, HEREON, PLAN WHERE SHOWN. BENCHMARK.- DMc Engineering 0 Civil a Surveyinff w Planning FOR BENCHMARK SEE SHEET NO.1 18 Technology Drive, Suite 100 A Irvine, CA 92718 (949) 753-9393 FAX (949) 753-9322 ARED BY-- R.C.E. NO. DATE LQ PM 28834-2 IP 010029 COUNTY OF RIVERSIDE INTERIM STREET IMPROVEMENTS STREET IMPROVEMENTS PLAN TEMESCAL CANYON ROAD WILD ROSE BUSINESS PARK 01 cc CL CD C3 Cn cr Q. Cu cit cu I--- Cn M CNJ I LU Cn LU Cn M CD L�) wim 3 PROME SCALE- HORIZ. 0+00 11+00 12+00 13+00 14 STELLAR COURT - P -mop =010- wz"� • -A (3) C446R& + 3 7?w 7 7 1 w! w MMENT, IMP �� of A -=-jFR COURT PLAIN STE L L "A VVVVV~ SEAL—NEER TRANSPORT4770N DEPARTMENT 85�0,1 M . 4PPROVED BY CALL TWO WORKING to -A( Alf qA0 A &A V VVIII111 w Agow jZ6 384_?, JI' DA 7E BEFORE DAYS BEFORE YOU DIG YOU DIG roLL FREE 1-800-227-2600 A PUBLIC SERVICE BY RECOMMENDED DA7E 4 UNDERGROUND SERVICE ALERT 207*17*22* MOM, WORK CONTAINED WITHIN 7HESE PLANS L N75*21*35i f1 SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT ANDIOR A I-AD&W DRI VE A PPROA CH A T S7A 13,,'0 4- 93 A AID GRADING PERMIT HAS BEEN ISSUED. ADDePPRmf ARoIlle0ACAl Ca C,11&,06-SA0 ANG) 47- SrA. 13,01 /6, 0/ SEC C11R8 Z //VZ-- D,47A- CV& gc 4-0- ,716Ao1-1 1_1710A� N07E_ 3, AkD COIVSrf e1C,1710,,V The private engineer signing these plans is responsible for assuring the accuracy _'A14,,r,—.5 /N, and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer chaff be respons;ble MARK BY DATE for determining an acceptable solution and revising the plans for approval by Nwh REVISIONS the county. ENGINEER M -mop =010- wz"� • -A (3) C446R& + 3 7?w 7 7 1 w! w MMENT, IMP �� of A -=-jFR COURT PLAIN STE L L "A VVVVV~ SEAL—NEER TRANSPORT4770N DEPARTMENT 85�0,1 M . 4PPROVED BY CALL TWO WORKING to -A( Alf qA0 A &A V VVIII111 w Agow jZ6 384_?, JI' DA 7E BEFORE DAYS BEFORE YOU DIG YOU DIG roLL FREE 1-800-227-2600 A PUBLIC SERVICE BY RECOMMENDED DA7E UNDERGROUND SERVICE ALERT 207*17*22* MOM, WORK CONTAINED WITHIN 7HESE PLANS L N75*21*35i f1 SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT ANDIOR A I-AD&W DRI VE A PPROA CH A T S7A 13,,'0 4- 93 A AID GRADING PERMIT HAS BEEN ISSUED. ADDePPRmf ARoIlle0ACAl Ca C,11&,06-SA0 ANG) 47- SrA. 13,01 /6, 0/ SEC C11R8 Z //VZ-- D,47A- CV& gc 4-0- ,716Ao1-1 1_1710A� N07E_ 3, AkD COIVSrf e1C,1710,,V The private engineer signing these plans is responsible for assuring the accuracy _'A14,,r,—.5 /N, and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer chaff be respons;ble MARK BY DATE for determining an acceptable solution and revising the plans for approval by REVISIONS the county. ENGINEER SEAL—COUNTY ESSIO OT I ke No© CE 33950 tv 0 04,Y Exp, 6-30-02 WE CA ,I/- ebr. COUNTY COUNTY OF RIVERSIDE SEAL—NEER TRANSPORT4770N DEPARTMENT 85�0,1 M . 4PPROVED BY ul to -A( Alf qA0 A &A V VVIII111 w Agow jZ6 384_?, JI' DA 7E 4_-A RECOMMENDED DA7E W-1 MIRMI DEPNOLITION AND REMOVAL NOTES: 2 ADWST 17EM TO GRADE AS NOTED. VqZ17,ref, S1,0,FWA4e It o 00 C /V,R11 0A1 KEY NO TES: In, PROTECT ITEM IN PLACE AS NOTED. 1 KS114 0 01 law r -W ­v COAo( Sr. r - 40 20 0 40 80 SCAIE IN FEET 1 inch = 40 ft CEN TERUNE DA TA F WrTrm *42'54'E CURB LINE DA TA *42'54'E 207*17*22* L N75*21*35i f1 A.SBUILT PLAN CORRECTIONS NOT C. RIG-01"ATURE: BENCHMARK. Me Engineering 1i Civil a Surveying n Planning 1! FOR BENCHMARK SEE SHEET NO.1 18 Technology Drive, suite loo Irvine, CA 92718 (949) 753-9393 FAX (949) 753-9322 PREPARED BY: R.C.E. NO. 384-83 WE 10 -_e4 - A IW.O. COUNTY I RE NO. mom N cr LU :D n M CD C3 Cn CU Ln Cu 4_1 L) CD Ln C) CU Cn 0i LL Cr) 0- :E LU M ,-I- r- ll Cn rn CD CD MW CALL BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NDM WORK CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A 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 shGff be responsible for determining an acceptable solution and revising the plans for approval by the county. 4 #400" M11=3 MMMIN 0+00 11+00 12 2=07A14 nnwf.fi�#. �11 � t E �' � rz No, CE 33950 im _t7 Exp. 6-30-02 1z' Cl OFF- CALIF PROFIU_�� HORIZ. VERT. 1" 4' COUNTY OF RIVIVSIDE 7RAN_SPORTAT!ON DEPAWMENT AP2ROVED BY, Wtg#7 ,.7Qf# g7j] T T O J*7 7.2� 8.2 0 IDA rk. L—tNWNttff ,mc�-' 441 two No, 38q;1Q-" E XPA-31 -05 crvll_ PM & W - Bl zox: = 4.7 CFS = J.J FPS LF 18- RCP (2000-D) .. ........ 40P 0"0 411 SEE SHEET 6 FOR LINE D PLAN AND PROFILE � A Mr i I I A 1 1 CONS7RUCT 18" RCP STORM DRAIN PIPE WITH 7RENCH AND BEDDING PER R.C.F.C.D.&W.C.D. STANDARD DRAWNG NO. M815 Q), CONSTRUCT 24" RCP STORM DRAIN PIPE WITH 7RENCH AND BEDDING PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. M815 ' CONS7RUCT 30'0 RCP STORM DRAIN PIPE WTH 7RENCH AND BEDDING PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. M815 CONSTRUCT MANHOLE NO. I PER R.C.F.CD.&WC.D. STANDARD DRAWNG NO. MH251 CONS7RUCT MANHOLE NO. 4 PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. MH 254 @) C0NS7I?UCT CURB INLET CATCH BASIN (H = 6.50' AND W = 10') PER R.C.T.D. STANDARD NO. 300 AND LOCAL DEPRESSION PER R.C.T.D STANDARD NO. J11 40 20 0 40 80 CL SCALE IN FEET "Cont-"ECTIOKS NO I inch 40 ft. DMc Engineering Civil it Surveying a Planning 18 Technolou Drive, Suite 100 hTine, CA 92718 (949) 753-9393 FAX (949) 753-9322 DATE 10-Z4-01 RENCHMARK: FOR BENCHMARK SEE SHEET NO. 1 SCALE: H: 40* V I PM 28834-2 IP 010029 COUNTY OF RIVERSIDE STORM DRAIN PLAN AND PROFILE LINE -$$A" t Rt swam sun imam NUNN 2=07A14 nnwf.fi�#. �11 � t E �' � rz No, CE 33950 im _t7 Exp. 6-30-02 1z' Cl OFF- CALIF PROFIU_�� HORIZ. VERT. 1" 4' COUNTY OF RIVIVSIDE 7RAN_SPORTAT!ON DEPAWMENT AP2ROVED BY, Wtg#7 ,.7Qf# g7j] T T O J*7 7.2� 8.2 0 IDA rk. L—tNWNttff ,mc�-' 441 two No, 38q;1Q-" E XPA-31 -05 crvll_ PM & W - Bl zox: = 4.7 CFS = J.J FPS LF 18- RCP (2000-D) .. ........ 40P 0"0 411 SEE SHEET 6 FOR LINE D PLAN AND PROFILE � A Mr i I I A 1 1 CONS7RUCT 18" RCP STORM DRAIN PIPE WITH 7RENCH AND BEDDING PER R.C.F.C.D.&W.C.D. STANDARD DRAWNG NO. M815 Q), CONSTRUCT 24" RCP STORM DRAIN PIPE WITH 7RENCH AND BEDDING PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. M815 ' CONS7RUCT 30'0 RCP STORM DRAIN PIPE WTH 7RENCH AND BEDDING PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. M815 CONSTRUCT MANHOLE NO. I PER R.C.F.CD.&WC.D. STANDARD DRAWNG NO. MH251 CONS7RUCT MANHOLE NO. 4 PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. MH 254 @) C0NS7I?UCT CURB INLET CATCH BASIN (H = 6.50' AND W = 10') PER R.C.T.D. STANDARD NO. 300 AND LOCAL DEPRESSION PER R.C.T.D STANDARD NO. J11 40 20 0 40 80 CL SCALE IN FEET "Cont-"ECTIOKS NO I inch 40 ft. DMc Engineering Civil it Surveying a Planning 18 Technolou Drive, Suite 100 hTine, CA 92718 (949) 753-9393 FAX (949) 753-9322 DATE 10-Z4-01 RENCHMARK: FOR BENCHMARK SEE SHEET NO. 1 SCALE: H: 40* V I PM 28834-2 IP 010029 COUNTY OF RIVERSIDE STORM DRAIN PLAN AND PROFILE LINE -$$A" t Rt swam sun a P] 6, TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOM, WORK CONTAINED MTHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. IFOWA '0 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 MARK I BY DATE for determining an acceptable solution and revising the plans for approval by the county. ENGINEER �j PROFILE SCALE HORIZ. I" = 40' VERT. I" = 4' =iii wigiTim L 0-) \ SEAL -COUNTY E S Sjtj Z No, CE 33950 rl M Exp. 6-30-02 Rj LATE'l q,. & civ COUNTY SCALE IN FEET I inch = 40 M COUNTY OF RIVERSIDE TRANSPORTA77ON DEPARTMENT APPROWD BY: F lid IN '00 RECOMMENDED DA 1E PROFILE SCALE. HORIZ. I" = 40' VERT. I" = 4' 10+00 11+ 0 MAINTAINED BY RC7D PRIVATLY MAINTAINED 12+00 *1( 40 20 0 40 80 N SCALE IN FEET 1 inch = 40 ft. CONSTRUCT 18* RCP STORM DRAIN PIPE W7H 77?ENCH AND BEDDING PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. M815. CONSTRUCT 30" RCP STORM DRAIN PIPE WITH TRENCH AND BEDDING PER R.C.F.C.D.&W.C.D. STANDARD DRAWNG NO. M815. CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.D. & WC.D. STANDARD DRAWNG NO. MH251. CONSTRUCT 71MBER BULKHEAD PER R.C.F.C.D.&WC.D. STANDARD DRAWNG NO. M804. act BENCHMARK: Me Engineering Civil a Surveying a Planning FOR BENCHMARK SEE SHEET,N0.1 18 Technology Drive, Suite 100 h -vine, CA 92718 (949) 753-9393 FAX (94 9) 753-9322 R.C.E. NO. DA TE r0T.14 PM 28834-2 IP 010029 COUNTY OF RIVERSIDE STORM DRAIN PLAN AND PROFILE LINES "C" AND "D" WILD ROSE BUSINESS PARK i 'COUNTY nLE NO. 9 —Clt