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955hh_spp_sd_ss_gr_sl_wt_ut_lsSHEET INDEX REFERENCE NO SHEET NO SHEET NAME CV1 1 COVER SHEET L1 2 LAYOUT PLAN 3-5 DELETED SHEETS SP1—SP4 6-9 SITE PREPARATION PLAN RSI—RS2 10-11 TYPICAL ROUNDABOUT SECTIONS G1—G4 12-15 GRADING PLAN G5 16 CONTOUR GRADING PLAN SDI—SD4 17-20 STORM DRAINAGE PLAN SDP1—SDP3 21-23 STORM DRAINAGE PROFILES Ul—U5 24-28 UTILITY PIAN ILD7—ILD2 29-30 STREET LIGHTING PIAN P1—P4 31-34 PAVING PLAN LPI 35 LANDSCAPE PLAN LP2—LP3 36-37 LANDSCAPE DETAILS IRI 38 IRRIGATION PLANS IRDI—IRD5 39-43 IRRIGATION DETAILS PSI—PS2 44-45 PAVEMENT DELINEATION AND SIGNING PLM! PSD1—PSD2 46-47 PAVEMENT DELINEATION AND SIGNING DETAILS MD1 48 MISCELLANEOUS DETAILS WQ1—WQ3 49-51 WATER QUALITY BASIN N/A 52-53 RANCHO CALIFORNIA WATER DISTRICT PLANS 0 0 DIG ALERT o Don't Dia -Until You Call U.S.A. Toll Free IR N I 800-227-2600 Y 1 FOR THE LGFATIW l OF E1RIED d I UTILITY LIWS. IXWT DIRPT VITOL SEIMlES. TYD "KIM DAYS BEFORE You 010 MATE $TIME $USER C O U N T Y O F R I V E R S I D E DEPARTMENT OF TRANSPORTATION RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT V IC IN IT Y M AP T7SR2W SECTION 26 REVISIONS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT APPROVALS DESCRIPTION APPR DATE &4k& R 27�it LAWRENCE TA DA E PAUL RUSSELL '-SATE DATE COUNTY TRAFFIC ENGINEER HIGHWAY OPERATIONS PROJECT MANAGER @< k/.[PA� 2 PIT a 18 112� RUSSELL WILLIAMS ATE AUSMITH DATE KHALID NASIM DATE ENVIRONMENTAL CO TRUCTION INSPECTION ENGINEERING DIVISION MANAGER 1, ALL MATERIAL AND WORK SHALL CONFORM TO THE MAY 2006 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION AND RIVERSIDE COUNTY STANDARD PLANS. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. 3. SEE CALTRANS STANDARD PLANS ES -1A• ES -1B AND ES -1C FOR SYMBOL AND ABBREVIATION LEGEND. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT—OF—WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED. AS DIRECTED BY THE ENGINEER. 5. CONTRACTOR LICENSE CLASS A OR C-12 REQUIRED. REID MIDDLETON, INC. nenide APPROVED BY: 9-26-11 PREPARED BY: DATE RACHEL S. PRICE USERNANR.-WIISRR AS BUILT CONTRAr N¢. C CA. DATE RE. NAME [6au ff v$paeuAlloiH 1nT13i1naf10K0 95&NN COVER SHEET I SHEET No. RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT SHEET 1 w 53 g I 201, ACP 1 PT STA R 184+1 N= 2137819.344 8 E= 6314917.790 C Ado rc 0 n � o / / n r XI !DATE &TME *PRt l NT N 2704'22' W ACP 6 PI A 27+52.91 2139499.017 E-21%11 5694.333 ?3 \ 33 E 6316054.873 \ T\\ \ +1 7 &USER / / E�//ASAM (NOT 1704XUBUSHED VALUE) \ y I ROUNDABOUT RADIUS POINT \ \ R STA 199+87.98, 11.98' LT \ \ \ A STA 20+12.00, 12.00' LT \ \ N 2138870.505 \ E 6318082.650 \ REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES DATE RIVERSIDE COUNTY TRANS CIND6 WACHI 9-29-11 PROJECT MANAGER DATE ACP 3 E 6316586.916 LVJ, AIr 4 I ERENh: STA R 242+07.10, CL iC N= 2141664.131 — – — CONSTRUCTION CENTER LINE E= 6319244.419 —F— FILL LINE RIGHT OF WAY LINE a REID MIDDLETON. INC KI]XVigralglikelV475 W ,3 CENTERLINE CURVE DATA SCALE IN FEET RADIUS TANGENT LENGTH 1 A 24+13.46 19'38'46" 60 0 1 685.71' 60 120 REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES DATE RIVERSIDE COUNTY TRANS CIND6 WACHI 9-29-11 PROJECT MANAGER DATE ACP 3 E 6316586.916 LVJ, AIr 4 I ERENh: STA R 242+07.10, CL iC N= 2141664.131 — – — CONSTRUCTION CENTER LINE E= 6319244.419 —F— FILL LINE RIGHT OF WAY LINE a REID MIDDLETON. INC KI]XVigralglikelV475 W ,3 CENTERLINE CURVE DATA CURVE NZie STATION DELTA RADIUS TANGENT LENGTH 1 A 24+13.46 19'38'46" 1999.79 346.25' 1 685.71' BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS: N 48922129" E. BEING THE CL OF RANCHO CALIFORNIA ROAD EAST OF ANZA BETWEEN POINTS 201 & 202. PER POINTS DERIVED FROM CORS SITES DASH & ROSA, EPOCH 1992.9. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS: NGS PID: DX3756 CSRC SITE CODE: DASH NGS PID: DX3769 CSRC SITE CODE: ROSA NAD 83 (NSRS 2007) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 1.000103051; CALCULATIONS MADE AT THE INTERSECTION OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD AND THE CENTERLINE OF ANZA ROAD. USING THE COORDINATES: N 2138869.61 E 6316099.47 ELEV 1438.41. CONVERGENCE ANGLE: -0.26'34.19182" BENCH MARK THE BENCH MARK USED FOR THIS SURVEY IS: SO 6 7 DATUM: 1988 ELEVATION: 1434.24 DESCRIPTION: FOUND 3 1/4" ALUMINMUM DISK STAMPED "SD6-7 1992", 3.5 MILES SOUTH OF LAKE SKINNER, 0.25 MILE NORTHWEST ALONG ANZA RD FROM THE INTERSECTION OF RANCHO CA. RD & ANZA RD, 33 FEET NORTHEAST OF THE CENTERLINE OF ANZA RD, 26 FEET SOUTHEAST OF THE CENTERLINE OF CITRUS GROVE ACCESS ROAD, 3 FEET SOUTHWEST OF A ELECTRIC SERVICE POLE WITH NO NUMBER. ELEVATIONS WERE DERIVED BY DIFFERENTIAL LEVELING, RAN LEVEL BOOP THROUGH TRAVERSE POINTS AND BACK TO BENCH MARK SD6-7 ENCH MARK SD6-6. SURVEY 17ILTA FIELD BOOK NO. 224 , SURVEY NO.6416 QpoFESSio APPROVED BY: P�oVLS B c i E12/a .P. /tE a 0.wmA%.A M 9�' 9-26-11 * PREPARED BY: DATE V1 .s1' REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 -SOBER •]&REQUEST II_\'N10m:7I_1k1 RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT B9-0957 955 -HH No. SHEET No W9 o� L1 SHEET 2 3 \ N 2704'22' W ACPA 2 6 \ PT7+52.91 N= 2139499.017 / E= 6315694.333 CS\,, I; If�/AC In A, A PC A 20+67.20 N 2138919.61 E 6316054.873 \ \ ROADWAY - WIDENED I MODIFY RAMP, 3'x 1 D , l TRUNCATED DOMES ONLY, TYP ALL RAMPS DID NOT CONSTRUCT OVERSIDE DR41N / //ROADWAY / WIDENED 201, ACP 1 PT STA R 184+19.00 CL P N= 2137819.344 E= 6314917.790 i DID NOT CONSTRUCT / OVERSIDE DRAIN i $DATE SINE $USER $FRE0(EST DID NOT CONSTRUCT , OVERSIDE DRAIN / /F i MODIFY RAMP, 3'x 10' / ROADWAY ' WIDENED / �WES L�—F/ i MODIFY RAMP, ' 3x10' ROADWAY WIDENED L2 Al' a I EGENf1: STAR 242+07.10, CL N= 2141664.131 — — — CONSTRUCTION CENTER LINE / E= 6319244.419 —F— FILL LINE RIGHT OF WAY LINE i DID NOT CONSTRUCT OVERSIDE DRAIN N 2138869.534 E 6316099.593 (NOT THE PUBLISHED VALUE) 16111MAWMI•:,,: �. CENTERLINE CURVE DATA CURVE NO PT STATION DELTA RADIUS TANGENT LENGTH 1 A 24+13.46 19'38'46" 1999.79' 346.25' 665.71' BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS: N 48.22'29" E, BEING THE CL OF RANCHO CALIFORNIA ROAD EAST OF ANZA BETWEEN POINTS 201 & 202. PER POINTS DERIVED FROM CORS SITES DASH d ROSA. EPOCH 1992.9. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS: NGS PID: DX3756 CSRC SITE CODE: DASH NGS PID: DX3769 CSRC SITE CODE: ROSA NAD 83 (NSRS 2007) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 1.000103051: CALCULATIONS MADE AT THE INTERSECTION OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD AND THE CENTERLINE OF ANZA ROAD. USING THE COORDINATES: N 2138869.61 E 6316099.47 ELEV 1438.41. CONVERGENCE ANGLE: -0'26'34.19182" F ' \ MODIFY RAMP, BENCH MARK \� \ 3X10 � THE BENCH MARK USED FOR THIS SURVEY IS: SD 6 7 DATUM: 1988 ELEVATION: 1434.24 \\ \ \ \ \ DESCRIPTION: FOUND 3 1/4" ALUMINMUM DISK STAMPED "SD6-7 1992". \\ \ \ 3.5 MILES SOUTH OF LAKE SKINNER. 0.25 MILE NORTHWEST ALONG R � ANZA RD FROM THE INTERSECTION OF RANCHO CA. RD &ANZA RD+ 33 FEET NORTHEAST OF THE CENTERLINE OF ANZA RD. 26 FEET SOUTHEAST OF THE CENTERLINE OF CITRUS GROVE ACCESS ROAD. \ \ 3 FEET SOUTHWEST OF A ELECTRIC SERVICE POLE WITH NO NUMBER. ELEVATIONS WERE DERIVED BY DIFFERENTIAL LEVELING, RAN LEVEL \ \ \ LOOP THROUGH TRAVERSE POINTS AND BACK TO BENCH MARK SD6-7 DID NOT CONSTRUCT TO BENCH MARK SD6-6. ROUNDABOUT \ \ \ \�\ \ OVERSIDE DRAIN RADIUS POINT r R STA 199+87.980 11.98' LT \ SURVEY DATA A STA 20+12.00, 12.00' LT ACP 3 N 2138670.505 \\\ PT STA A 12+67.71 CL FIELD BOOK NO. 2227 SURVEY NO.6416 E 6316082.650 N 2138322.940 E 6316586.916 REVISIONS DID NOT CONSTRUCT J ` OVERSIDE DRAIN RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT. WA 98204 USERNAME -FUSER DGN FILE -) $REQUEST LAYOUT PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT YlLjeb'II1F�bYT7 FILE No. SHEET No. L1 SHEET 2 m 53 SCALE IN FEET 60 0 60 120 REVISIONS DID NOT CONSTRUCT J ` OVERSIDE DRAIN RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT. WA 98204 USERNAME -FUSER DGN FILE -) $REQUEST LAYOUT PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT YlLjeb'II1F�bYT7 FILE No. SHEET No. L1 SHEET 2 m 53 N 00 Asph. SAWCUT LIMITS 01 LOCATION 1 STA R 195+85.00, 16.39' LT 2 STA R 195+85.000 29.00' RT I 1 -at � w --•—=-- w w w N T T 40T T T T T T T T— i \ — - 4W-��E-�'—e - CONSTRUCTION NOTES: O REMOVE AND SALVAGE EXISTING FENCE AS DIRECTED BY ENGINEER (SEE SPECIFICATIONS) STA R 195+85.001 38.54' RT TO STA R 196+94.27, 43.39' RT. STA R 198+15.05, 53.18' RT TO STA R 198+46.53, 56.34' RT. REMOVE EXISTING STORM DRAIN CULVERT. r'S REMOVE AND SALVAGE FLASHING RED LIGHT WITH SIGN AND POST. © REMOVE AND REPLACE EXISTING TREES, SHRUBS, ROSE BUSHES, AND VEGETATION. REMOVE MONUMENT. 1® REMOVE AND SALVAGE EXISTING SIGN AND POST TO NEAREST COUNTY OF RIVERSIDE YARD OR AS DIRECTED BY ENGINEER. 1® REMOVE ALL TREES, SHRUBS, AND VEGETATION WITHIN THE CUT AND FILL LINES OF THE PROJECT. 1® EXISTING SIGN TO REMAIN. PROTECT IN PLACE. 1581.00' —w—w T —T— i 6 6 —doh -e --{oh}--- - --}--e— --e— hy- P P P P O P -- P O / F FBF—F _F_F__.F_F �F_F�F F —' ------- sv w — -- w 196+00 +00 198+00 REVISIONS T^ATE $TIME $USER RELATIVE BORDER SCALE 6REOLESr IS IN INCHES W w, o /f LJ REMOVE ASPHALT CONCRETE P M (INCLUDING AC DIKE/BER GRIND 2' ASPHALT RETE PAVEMENT SAWCUT E G PAVEMENT ---- RIG WAY —F—F L LINE REMOVE EXISTING WALL 9 /11 16 1 (5Y I I GENERAL NOTES: GENERAL IN FEET 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES BASED ON PROPOSED SURFACE FEATURES. FIELD LOCATIONS MUST BE 0 GRADING LIMITS. 20 VERIFIED PRIOR TO ANY CONSTRUCTION. CALL �QpoFESSIO LS. YF` 1-800-227-2600 FOR THIS VERIFICATION. 8. REMOVE EXISTING VEGETATION (SHRUBS, BUSHES, GROUNDCOVER, AND TREES) AS NEEDED WITHIN 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY CALIFORNIA THE CLEARING AND GRUBBING AREA DURING AND SHOULD NOT BE RELIED ON. 77191 CONSTRUCTION. 3. SEE UTILITY PLAN TO ADJUST UTILITY 9, REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH 1 O. REMOVE ANY EXISTING RIPRAP IN THE CLEARING PROPOSED CHANNELIZATION ON PAVEMENT PROJECT MANAGER DATE�T't AND GRUBBING AREA. BY: DELINEATION AND SIGNING SHEETS SHALL BE ROUNDABOUT REMOVED. TIMING OF REMOVAL IS DEPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO ON CONSTRUCTION PHASING. RIGHT OF WAY LINES. 5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. 12.SEE SHEETS U1—U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMEN 6. EXISTING IRRIGATION CONFLICTING WITH PROPOSED GRADING SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE THE NEW IMPROVEMENTS, 0 1 2 3 USERNAME -SOBER INCLUDING BUT NOT LIMITED TO THE WO E19-0957COU1 CONSTRUCTION OF TEMPORARY ROAD DURING i DON FILE -)$REQUEST CONSTRUCTION. \ i 6 6 —doh -e --{oh}--- - --}--e— --e— hy- P P P P O P -- P O / F FBF—F _F_F__.F_F �F_F�F F —' ------- sv w — -- w 196+00 +00 198+00 REVISIONS T^ATE $TIME $USER RELATIVE BORDER SCALE 6REOLESr IS IN INCHES W w, o /f LJ REMOVE ASPHALT CONCRETE P M (INCLUDING AC DIKE/BER GRIND 2' ASPHALT RETE PAVEMENT SAWCUT E G PAVEMENT ---- RIG WAY —F—F L LINE REMOVE EXISTING WALL 9 /11 16 1 (5Y I I IItT MAF' NOT TO SCALE RIVERSIDE COUNTY TRANS SCALE IN FEET SITE 20 APPROVED BY: 0 20 40 �QpoFESSIO LS. YF` IItT MAF' NOT TO SCALE RIVERSIDE COUNTY TRANS REID MIDDLETON, INC SITE PREPARATION APPROVED BY: �QpoFESSIO LS. YF` RANCHO CALIFORNIA ROAC 77191 m t�'..�- AT ANZA ROAD CINDI WACHI 9-29-11 ExpC12/31/12 o.-.J�..�h 9-26-11 PROJECT MANAGER DATE�T't BY: DATE ROUNDABOUT �rFOF REIDAREDDDD CAL¢V' 728 134TH ST SW, STE 200 EVERETT, WA 98204 0 1 2 3 USERNAME -SOBER WO E19-0957COU1 I I I I I DON FILE -)$REQUEST FILE SHEET No. spi SHEET 6 R P SAWCUT LIMITS GENERAL NOTES: LOCATION 1 I STA R 195+85.00, 16.39' LT 2 1 STA R 195+85.00, 29.00' RT CONSTRUCTION NOTES: REMOVE AND SALVAGE EXISTING FENCE AS DIRECTED BY ENGINEER (SEE SPECIFICATIONS) STA R 195+85.00, 38.54' RT TO STA R 196+94.27, 43.39' RT. STA R 198+15.05, 53.18' RT TO STA R 198+46.531 56.34' RT. O REMOVE EXISTING STORM DRAIN CULVERT. REMOVE AND SALVAGE FLASHING RED LIGHT WITH SIGN AND POST. ( REMOVE AND REPLACE EXISTING TREES, SHRUBS, ROSE BUSHES, AND VEGETATION. REMOVE MONUMENT. REMOVE AND SALVAGE EXISTING SIGN AND POST TO NEAREST COUNTY OF RIVERSIDE YARD OR AS DIRECTED BY ENGINEER. REMOVE ALL TREES, SHRUBS, AND VEGETATION WITHIN THE CUT AND FILL LINES OF THE PROJECT. 1® EXISTING SIGN TO REMAIN. PROTECT IN PLACE. LEGEND: DREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2- ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT RIGHT OF WAY —F—F— FILL UNE • • • • • • � REMOVE EXISTING WALL 1 -e— -(Oh -z � —{oh-e--{nh}— -–.�--e— P P P P P — P P P – P P--- ,-- P— �`- <- P 0 00 � � F—F—F—F° 1 - F— F—F__F_ �_F�F -- -... 00 � o �F—F--F—F-- ---:- '. 194+00 Asph. 1 1581.00' 11 -w w w w- w w 1 T T T T T T– T T T._T---__T_ i 0 T'r�l zl $DATE $TME $USER $FREQUEST 196+00 197+00 10' w w- - — RANCHO CALIFORNIA ROAD—"w__ _" --T T._.. �'f T . _-T._—_T—_.TC–--T---.__T. T _ -T f'—P T - -P=P F,f--IAF T — —' T O O O 5 REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS C[NDI WACHI 9-29-11 PROJECT MANAGER DATE 198+00 199+00 - T r 4 y SCALE IN FEET 20 0 20 40 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW. STE 200 EVERETT• WA 98204 USERNAME -SOBER DON FILE -)$REQUEST KtT MAY NOT TO SCALE SITE PREPARATION PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT i FILE No. SHEET No. a� SPI SHEET 6 DF 53 GENERAL NOTES: 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES BASED ON PROPOSED SURFACE FEATURES. FIELD LOCATIONS MUST BE GRADING LIMITS. VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800-227-2600 FOR THIS VERIFICATION. 8. REMOVE EXISTING VEGETATION (SHRUBS, BUSHES, GROUNDCOVER, AND TREES) AS NEEDED WITHIN 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY THE CLEARING AND GRUBBING AREA DURING AND SHOULD NOT BE RELIED ON. CONSTRUCTION. 3. SEE UTILITY PLAN TO ADJUST UTILITY 9. REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. 4. ALL EXISTING CHANNEUZAPON CONFLICTING WITH 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING PROPOSED CHANNELIZATION ON PAVEMENT AND GRUBBING AREA. DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO ON CONSTRUCTION PHASING. RIGHT OF WAY LINES. 5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. 6. EXISTING IRRIGATION CONFUCTING WITH PROPOSED GRADING SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE THE NEW IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONSTRUCTION OF TEMPORARY ROAD DURING i CONSTRUCTION. LEGEND: DREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2- ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT RIGHT OF WAY —F—F— FILL UNE • • • • • • � REMOVE EXISTING WALL 1 -e— -(Oh -z � —{oh-e--{nh}— -–.�--e— P P P P P — P P P – P P--- ,-- P— �`- <- P 0 00 � � F—F—F—F° 1 - F— F—F__F_ �_F�F -- -... 00 � o �F—F--F—F-- ---:- '. 194+00 Asph. 1 1581.00' 11 -w w w w- w w 1 T T T T T T– T T T._T---__T_ i 0 T'r�l zl $DATE $TME $USER $FREQUEST 196+00 197+00 10' w w- - — RANCHO CALIFORNIA ROAD—"w__ _" --T T._.. �'f T . _-T._—_T—_.TC–--T---.__T. T _ -T f'—P T - -P=P F,f--IAF T — —' T O O O 5 REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS C[NDI WACHI 9-29-11 PROJECT MANAGER DATE 198+00 199+00 - T r 4 y SCALE IN FEET 20 0 20 40 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW. STE 200 EVERETT• WA 98204 USERNAME -SOBER DON FILE -)$REQUEST KtT MAY NOT TO SCALE SITE PREPARATION PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT i FILE No. SHEET No. a� SPI SHEET 6 DF 53 ,N O W T t 19+00 w ---- W — W SAWCUT LIMITS LOCATION 3STA A 14+50.00, 9.27' RT 4 STA A 14+50.00, 18.67' LT Asph. R a a c FBF" ---- ,W ------ W --_— r`d *EMO EES, SHRUBS, AND VEGETATION. WIT CUi AND FILL LINES OF THE PROJECT. N $BATE $TWE $USER PEV ST lE�EdQ: OREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2' ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT — - - RIGHT OF WAY —FF— FILL LINE REMOVE EXISTING WALL Obscured Area Obscured Area 1. UTILITIES ARE BASED ON OBSERVATION OF SURFACE FEATURES. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800-227-2600 FOR THIS VERIFICATION. 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY AND SHOULD NOT BE RELIED ON. 3. SEE UTILITY PLAN TO ADJUST UTILITY STRUCTURES. 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH PROPOSED CHANNELIZATION ON PAVEMENT DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT ON CONSTRUCTION PHASING. 0 5. MAINTAIN DRIVEWAY ACCESS AT ALL 6. EXISTING IRRIGATION CONFLI ITH PROPOSED GRADING SHALL BE MODI AS NEEDED TO ACCOMMODATE THE PROVEMENTS, INCLUDING BUT N ITED TO THE CONSTRUCTIO EMPORARY ROAD DURING 7. CUT AND FILL LINES BASED ON PROPOS GRADING LIMITS. 8. REMOVE EXISTING VEGETATIO RUBS, BUSHES, GROUNDCOVER, AND TR NEEDED WITHIN THE CLEARING AND ING AREA DURING CONSTRUCTION. 9. REMOVE LARD POST WITHIN THE CLEARING AND ING AREA. 1 OVE ANY EXISTING RIPRAP IN THE CLEARING AND GRUBBING AREA. 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO RIGHT OF WAY LINES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. ' 00 IN A LINE 732.29' �T:v7 f 1w.•. y -----'ANZA W_— W ___—ROAD _ CONSTRUCTION NOTES: r`d *EMO EES, SHRUBS, AND VEGETATION. WIT CUi AND FILL LINES OF THE PROJECT. N $BATE $TWE $USER PEV ST lE�EdQ: OREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2' ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT — - - RIGHT OF WAY —FF— FILL LINE REMOVE EXISTING WALL Obscured Area Obscured Area 1. UTILITIES ARE BASED ON OBSERVATION OF SURFACE FEATURES. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800-227-2600 FOR THIS VERIFICATION. 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY AND SHOULD NOT BE RELIED ON. 3. SEE UTILITY PLAN TO ADJUST UTILITY STRUCTURES. 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH PROPOSED CHANNELIZATION ON PAVEMENT DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT ON CONSTRUCTION PHASING. 0 5. MAINTAIN DRIVEWAY ACCESS AT ALL 6. EXISTING IRRIGATION CONFLI ITH PROPOSED GRADING SHALL BE MODI AS NEEDED TO ACCOMMODATE THE PROVEMENTS, INCLUDING BUT N ITED TO THE CONSTRUCTIO EMPORARY ROAD DURING 7. CUT AND FILL LINES BASED ON PROPOS GRADING LIMITS. 8. REMOVE EXISTING VEGETATIO RUBS, BUSHES, GROUNDCOVER, AND TR NEEDED WITHIN THE CLEARING AND ING AREA DURING CONSTRUCTION. 9. REMOVE LARD POST WITHIN THE CLEARING AND ING AREA. 1 OVE ANY EXISTING RIPRAP IN THE CLEARING AND GRUBBING AREA. 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO RIGHT OF WAY LINES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. ' 00 IN A LINE 732.29' �T:v7 f 1w.•. y CONSTRUCTION NOTES: a REMOVE EXISTING STORM DRAIN CULVERT. a h REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC a REV BY DESCRIPTION APPR DATE O REMOVE EXISTING RIPRAP AND AC OVERSIDE DRAIN. QpOFESSO QOO L g REMOVE 100 LF OF WALL; d CINDI WACHI 9-29-11 STA A 18+67, 69.0' RT gSTA PROJECT MANAGER DATE R 200+75, 55.6' RT V1 .s4' REID MIDDLETON $ 11 REMOVE EXISTING PVC CULVERT (FI. TE). 1 ® REMOVE AND SALVAGE EXIST NAND POST i RELATIVE BORDER SCALE 0 1 2 3 TO NEAREST COUNTY OF IDE YARD OR AS USERNAME -*USER I IS IN INCHES DIRECTED BY ENGINE 0 DCN FILE -)$REQUEST 14 RELOCATE 151 RIVATE SIGN BY OTHERS. r`d *EMO EES, SHRUBS, AND VEGETATION. WIT CUi AND FILL LINES OF THE PROJECT. N $BATE $TWE $USER PEV ST lE�EdQ: OREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2' ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT — - - RIGHT OF WAY —FF— FILL LINE REMOVE EXISTING WALL Obscured Area Obscured Area 1. UTILITIES ARE BASED ON OBSERVATION OF SURFACE FEATURES. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800-227-2600 FOR THIS VERIFICATION. 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY AND SHOULD NOT BE RELIED ON. 3. SEE UTILITY PLAN TO ADJUST UTILITY STRUCTURES. 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH PROPOSED CHANNELIZATION ON PAVEMENT DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT ON CONSTRUCTION PHASING. 0 5. MAINTAIN DRIVEWAY ACCESS AT ALL 6. EXISTING IRRIGATION CONFLI ITH PROPOSED GRADING SHALL BE MODI AS NEEDED TO ACCOMMODATE THE PROVEMENTS, INCLUDING BUT N ITED TO THE CONSTRUCTIO EMPORARY ROAD DURING 7. CUT AND FILL LINES BASED ON PROPOS GRADING LIMITS. 8. REMOVE EXISTING VEGETATIO RUBS, BUSHES, GROUNDCOVER, AND TR NEEDED WITHIN THE CLEARING AND ING AREA DURING CONSTRUCTION. 9. REMOVE LARD POST WITHIN THE CLEARING AND ING AREA. 1 OVE ANY EXISTING RIPRAP IN THE CLEARING AND GRUBBING AREA. 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO RIGHT OF WAY LINES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. ' 00 IN A LINE 732.29' �T:v7 f 1w.•. y SITE PREPARATION KtT MAY NOT TO SCALE SHEET No. RANCHO CALIFORNIA ROAD PZ AT ANZA ROAD ROUNDABOUT 7SEET WO B9-0957 COUNTY FILE No.955= r SCALE IN FEET 20 0 20 40 REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC REV BY DESCRIPTION APPR DATE APPROVED BY: QpOFESSO QOO L CINDI WACHI 9-29-11 C n1a1 U, 12/31/12 s R AI�P.�+ 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE V1 .s4' REID MIDDLETON TE OF CAS$ 728 STE 200 EVERET4THWST9SW, RELATIVE BORDER SCALE 0 1 2 3 USERNAME -*USER I IS IN INCHES I i I i I i I DCN FILE -)$REQUEST SITE PREPARATION KtT MAY NOT TO SCALE SHEET No. RANCHO CALIFORNIA ROAD PZ AT ANZA ROAD ROUNDABOUT 7SEET WO B9-0957 COUNTY FILE No.955= r 0 0 z ._, CONSTRUCTION NOTES: REMOVE EXISTING STORM DRAIN CULVERT. REMOVE EXISTING RIPRAP AND AC OVERSIDE DRAIN. O REMOVE 100 LF OF WALL; STA A 18+670 69.0' RT STA R 200+75, 55.6' RT REMOVE EXISTING PVC CULVERT (FIELD LOCATE). REMOVE AND SALVAGE EXISTING SIGN AND POST TO NEAREST COUNTY OF RIVERSIDE YARD OR AS DIRECTED BY ENGINEER. 14 RELOCATE EXISTING PRIVATE SIGN BY OTHERS. REMOVE ALL TREES, SHRUBS, AND VEGETATION WITHIN THE CUT AND FILL LINES OF THE PROJECT. $DATE $TIME $USER 7FREGUEST SAWCUT OMITS GENERAL NOTES: LOCATION 3 1 STA A 14+50.00, 9.27' RT 4 1 STA A 14+50.00, 18.67' LT 10=012. FCLREMOVE ASPHALT CONCRETE PAVEMENT (INUDING AC DIKE/BERM) GRIND 21 ASPHALT CONCREFE PAVEMENT SAWCUT EXISTING PAVEMENT — - - — RIGHT OF WAY —F—F— FILL UNE I I I I - REMOVE EXISTING WALL Obscured Area Obscured Area =Fa. Fro c —o. Fa �F� F__F—_F__ T - T T _— ---�ANZA ROAD 16+tt 0_._0__ _ N 41'43'08" W _ A LINE T 732.29r -------- W ------ W - — W — — W — — - W - ----- W -- ---1v -- -- —'v ---- :, - - ---- _._. F—F--F--f— --- --F--F--F—f—f—F—-- F—F—F—F—F—F—F—F—F_F V v GENERAL NOTES: IN FEET 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES BASED ON PROPOSED SURFACE FEATURES. FIELD LOCATIONS MUST BE 20 GRADING LIMITS. VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 40 1-800-227-2600 FOR THIS VERIFICATION. 8. REMOVE EXISTING VEGETATION (SHRUBS, BUSHES, GROUNDCOVER, AND TREES) AS NEEDED WITHIN 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY THE CLEARING AND GRUBBING AREA DURING AND SHOULD NOT BE RELIED ON. CONSTRUCTION. 3. SEE UTILITY PLAN TO ADJUST UTILITY 9, REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. 4, ALL EXISTING CHANNEUZATION CONFLICTING WITH 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING PROPOSED CHANNELIZATION ON PAVEMENT AND GRUBBING AREA. DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO ON CONSTRUCTION PHASING. RIGHT OF WAY LINES. 5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. 6. EXISTING IRRIGATION CONFLICTING WITH PROPOSED GRADING SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE THE NEW IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONSTRUCTION OF TEMPORARY ROAD DURING CONSTRUCTION. rTRAIL EASEMENT 16+tt 0_._0__ _ N 41'43'08" W _ A LINE T 732.29r -------- W ------ W - — W — — W — — - W - ----- W -- ---1v -- -- —'v ---- :, - - ---- _._. F—F--F--f— --- --F--F--F—f—f—F—-- F—F—F—F—F—F—F—F—F_F V v SCALE IN FEET F--F--F-__F�F 16+tt 0_._0__ _ N 41'43'08" W _ A LINE T 732.29r -------- W ------ W - — W — — W — — - W - ----- W -- ---1v -- -- —'v ---- :, - - ---- _._. F—F--F--f— --- --F--F--F—f—f—F—-- F—F—F—F—F—F—F—F—F_F V v REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC SITE PREPARATION PLAN SHEET No. REVI BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME -*USER DON FILE-)IREOUE9 RANCHO CALIFORNIA ROAD SP2 AT ANZA ROAD ROUNDABOUT SHEET 7 DF 53 WO E19-0957 COUNTY °`ylml'W FILE No. 45s- #4 A SCALE IN FEET 20 0 20 40 REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC SITE PREPARATION PLAN SHEET No. REVI BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME -*USER DON FILE-)IREOUE9 RANCHO CALIFORNIA ROAD SP2 AT ANZA ROAD ROUNDABOUT SHEET 7 DF 53 WO E19-0957 COUNTY °`ylml'W FILE No. 45s- #4 A O NO EXISnNG ON OBSERVATION OF O E AND FLASHING RED e REMOVE ALLUBS, AND ASMDIRE BY EANGINEER (SEE LIGH�VWITH SIGN ANDS LIGHT VERIFIED PRIOR TO ANY CONSTRUCTION. CALL WITHIN THERCUT AND SPECIFICATIO 1-800-227-2600 FOR THIS VERIFICATION. 8. REMOVE EXI - VEGETATION (SHRUBS, BUSHES, FILL LINES OF THE PROJECT. STAR 200 5, 44.76' LT TO © REMOVE AND REPLACE EXISTING ARE FOR REFERENCE ONLY THE ING AND GRUBBING AREA DURING STA R 202+66. 43.48' LT. RELIED ON. TREES, SHRUBS, ROSE BUSHES, AND REMOVE AND REPLACE EXISTING 3. SEE UTILITY PLAN TO ADJUST UTILITY REMOVE ANY GUARD POST WITHIN THE CLEARING VEGETATION. RIPRAP. AREA. STA R 201+90.42, 46. T TO O REMOVE EXISTING GUARD POSTS. PROTECT EXISTING WALL IN PLACE. STA R 204+25.25, 46.82' REMOVE AND SALVAGE EXISTING SIGN STA R 204+74.42, 44.12' RT, AND POST TO NEAREST COUNTY OF (ENTIRE FENCE). IVERSIDE YARD OR AS DIRECTED NGINEER. STA R 204+83.68, 36.08' LT, (ENTIRE FENCE). O2 RECONSTRUCT EXISTING DIRT DRIVEWAY, SEE SHEETS G3, P3, AND MDI. �`r O3 RELOCATE IRRIGATION BOX AND MODIFY IRRIGATION LINE AS NEEDED. p P X (TYP OF 6) W -- 201+00 cy ' --Wc7 — t ----- --W— o o a_ T.T�—r— T O9 (TYP OF 3) I crFnln• DREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2' ASPHALT CONCRETE PAVEMENT — — — — — SAWCUT EXISTING PAVEMENT — — — — RIGHT OF WAY —F—F— FILL LINE REMOVE EXISTING WALL U e--{oh/—S--e-- -e— F P P • FBF F --F �1'-= FFF� F W W — — ___RANCH( [.1 $ I 4. ALL EXISTING CHANNELIZATION CONFUCTIN 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING PROPOSED CHANNELIZATION ON PAVEM AND GRUBBING AREA. g DELINEATION AND SIGNING SHEE; BE N REMOVED. TIMING OF REMOVA EPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO i ON CONSTRUCTION PHASING oir_uT nr WAY i IMcc 5. MAINTAIN DRNEWAY S AT ALL TIMES. 12. SEE SHEETS U7 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. 6. EXISTING IR CONFLICTING WITH PROPOSED GRADING BE MODIFIED AS NEEDED TO R ACC7TRUCT11 TE THE NEW IMPROVEMENTS, I UT NOT LIMITED TO THE N OF TEMPORARY ROAD DURING ONSON, DATE STALE $USER WwN coT SAWCUT LIMITS 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES N PROPOSED e SURFACE FEATURES. FIELD LOCATIONS MUST BE GRADING LIMITS. VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800-227-2600 FOR THIS VERIFICATION. 8. REMOVE EXI - VEGETATION (SHRUBS, BUSHES, GROUND AND TREES) AS NEEDED WITHIN 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY THE ING AND GRUBBING AREA DURING g AND SHOULD NOT BE RELIED ON. UCTION. 3. SEE UTILITY PLAN TO ADJUST UTILITY REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. $ I 4. ALL EXISTING CHANNELIZATION CONFUCTIN 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING PROPOSED CHANNELIZATION ON PAVEM AND GRUBBING AREA. g DELINEATION AND SIGNING SHEE; BE N REMOVED. TIMING OF REMOVA EPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO i ON CONSTRUCTION PHASING oir_uT nr WAY i IMcc 5. MAINTAIN DRNEWAY S AT ALL TIMES. 12. SEE SHEETS U7 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. 6. EXISTING IR CONFLICTING WITH PROPOSED GRADING BE MODIFIED AS NEEDED TO R ACC7TRUCT11 TE THE NEW IMPROVEMENTS, I UT NOT LIMITED TO THE N OF TEMPORARY ROAD DURING ONSON, DATE STALE $USER WwN coT SAWCUT LIMITS SCALE 0 LOCATION 5 STA R 206+00.00, 16.80' LT 6 STA R 206+00.00, 24.40' RT 0 U 0 Aph. L 204+00 N 48'22'29" E 205+00 / _ ...... QW R LINE 42 =0 RO 07.10' � m a a o G D �� a— �---- a a--- a— i T o T T ---- T T T T- TETT T Obscured Area 20 SCALE 0 IN FEET 20 F— — o T — INET MAr ' NOT TO SCALE 40 REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC BY DESCRIPTION APPR DATE APPROVED BY: QpOFESg�O n vial CINDI WACHI 9-29-11 Exp. 12/3l/12 a 11-w✓r..ArtbPN--. 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE ? �tT' REID MIDDLETON ATE OF CAS$° 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -*USER IS :N INC-=' 3 I ! I I I I nGN F17,F -$ *REQUEST a— 'T— SITE PREPARATION SHEET No. RANCHO CALIFORNIA ROAD SP3 AT ANZA ROAD ROUNDABOUT SHEET 3 WO B9-0957 COUNTY ��"`" FILE No. //r�� /1 �� CONSTRUCTION NOTES: OREMOVE FENCE REMOVE AS DIRECTED BY ENGINEER (SEEO LIGHT WITH SIN AND SALVAGE FLASHING RED VEL TREES, SHRUBS, VEGETATION WITHIN THECT AND SPECIFICATIONS): FILL LINES OF THE PROJECT. STA R 200+83.95, 44.76' LT TO ©REMOVE AND REPLACE EXISTING STA R 202+66.49, 43.48LT.TREES, SHRUBS, ROSE BUSHES, AND 0 REMOVE AND REPLACE EXISTING VEGETATION. RIPRAP. STA R 201+90.42, 46.25' RT TO REMOVE EXISTING GUARD POSTS. PROTECT EXISTING WALL IN PLACE. STA R 204+25.25, 46.82' RT. REMOVE AND SALVAGE EXISTING SIGN STA R 204+74.42, 44.12' RT, AND POST TO NEAREST COUNTY OF (ENTIRE FENCE). RIVERSIDE YARD OR AS DIRECTED BY ENGINEER. STA R 204+83.68, 36.08' LT, (ENTIRE FENCE). O2 RECONSTRUCT EXISTING DIRT DRIVEWAY, SEE SHEETS G3, P3, AND MD1. rr RELOCATE IRRIGATION BOX AND MODIFY �s IRRIGATION LINE AS NEEDED. z (TYP OF 6) F = o � P F�— �D (TYP OF 3) S GENERAL NOTES: 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING z 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES BASED ON PROPOSED o SURFACE FEATURES. FIELD LOCATIONS MUST BE GRADING LIMITS. VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 6 o 1-800-227-2600 FOR THIS VERIFICATION. 8. REMOVE EXISTING VEGETATION (SHRUBS, BUSHES, i ON CONSTRUCTION PHASING. GROUNDCOVER, AND TREES) AS NEEDED WITHIN i MCC 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY THE CLEARING AND GRUBBING AREA DURING AND SHOULD NOT BE RELIED ON. CONSTRUCTION. c 3. SEE UTILITY PLAN TO ADJUST UTILITY 9. REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. B9-0957 COUNTY FILE No. S 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING 6 PROPOSED CHANNELIZATION ON PAVEMENT AND GRUBBING AREA 3 DELINEATION AND SIGNING SHEETS SHALL BE I RANCHO 6 REMOVED. TIMING OF REMOVAL IS DEPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO i ON CONSTRUCTION PHASING. oirUT nr WAY i MCC 5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. 6. EXISTING IRRIGATION CONFLICTING WITH PROPOSED GRADING SHALL BE MODIFIED AS NEEDED TO g ACCOMMODATE THE NEW IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONSTRUCTION OF TEMPORARY ROAD DURING CONSTRUCTION. $DATE !TME (USER VMQUEST -{oh)---_e--4oh)--4—_e - P P -- P —F F I F� _ 203{+00 RANCHO CALIFORNIA ROAD F F F F F f F O —'—T�-- T T.._ T SAWCUT LIMITS PREPARATION PLAN LOCATION 5 STA R 206+00.00, 16.80' LT 6 STA R 206+00.00, 24.40' RT REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES i FrFun• DREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2' ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT — - - — RIGHT OF WAY —F—F— FILL LINE • • • • • • m REMOVE EXISTING WALL 0 n e—iohF---- P P -y 77 F— --W W AQnl-. 204+00 N 48022'29" F _ R LINE - 4207.10' F 205+00 _ -F F---F� —f—F F f—r--F F F—F F fF—F—F—F.—F—F F TT-- -(T - -T- T T- T T- T - OBS. Obscured Area RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE SCALE IN FEET 20 0 20 40 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 NAME -!USER FILE-)SREQUEST ICT IMAr NOT TO SCALE SITE PREPARATION PLAN SHEET No. RANCHO CALIFORNIA ROAD SP3 AT ANZA ROAD ROUNDABOUT p SHEET H C OF 5 WO B9-0957 COUNTY FILE No. $DATE P kEQUEST "-i F - -----T_ 251+100 A LINE T F gsph 24+00 --i— - - -----F- �_-- T - 11 w �F�F��. T T T T T-- —T F F F F F F F—�F�F_�F STATE $USER !SEREMOVE EXISTIN ARD POSTS. RMOVE SALVAGE EXISTING IGN POST TO NEAREST OF RIVERSIDE YARD OR DIRECTED BY ENGINEER. MODIFY EXISTING OUTLET PIPE FOR WATER WELL BY OTHERS. SAWCUT uMIM 8 1 LOCATION I I STA A 26+00.000 14.87' RT GENERAL NOTES: STA A 26+00.00, 13.71' LT 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES BASED ON PROPOSED SURFACE FEATURES. FIELD LOCATIONS MUST BE GRADING LIMITS. VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-600-227-2600 FOR THIS VERIFICATION. B. REMOVE EXISTING VEGETATION (SHRUBS, BUSHES, GROUNDCOVER, AND TREES) AS NEEDED WITHIN 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY THE CLEARING AND GRUBBING AREA DURING AND SHOULD NOT BE RELIED ON. CONSTRUCTION. 3. SEE UTILITY PLAN TO ADJUST UTILITY 9. REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH 1O.REMOVE ANY EXISTING RIPRAP IN THE CL G PROPOSED CHANNELIZAMON ON PAVEMENT AND GRUBBING AREA. DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT 11, CLEARING AND GRUBBING AR L EXTEND TO ON CONSTRUCTION PHASING. RIGHT OF WAY LINES. 5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. 12.SEE SHEETS Ui-U4 SPECIFIC UTILITY RELOCATION AND UCTURE ADJUSTMENTS. 6. EXISTING IRRIGATION CONFLICTING WITH PROPOSED GRADING SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE THE NEW IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONSTRUCTION OF TEMPORARY ROAD DURING CONSTRUCTION. STATE $USER !SEREMOVE EXISTIN ARD POSTS. RMOVE SALVAGE EXISTING IGN POST TO NEAREST OF RIVERSIDE YARD OR DIRECTED BY ENGINEER. MODIFY EXISTING OUTLET PIPE FOR WATER WELL BY OTHERS. SAWCUT uMIM LOCATION 7 STA A 26+00.000 14.87' RT 8 STA A 26+00.00, 13.71' LT T T f F�. F� FBF—_F F F ���.,:1 —�WTv . --- 0 7z L 6 . -- - 22+00 23+00- -7 A ROAD T --- T -- 1 — _ T T � T T T F� F � F �- F �- 'n a _____{ ) uo Noy F _ � f T \ L FrFnln• OVE ASPHALT CONCRETE PAVEMENT 0 (IN NG AC DIKE/BERM) IN 2' T CONCRETE PAVEMENT SAWCUT EXISTING ENT RIGHT OF WAY —FF— FILL LINE REMOVE EXISTING WALL F— SCALE IN FEEr REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC DESCRIPTION APPR DATE QaoFEssro APPROVED BY: �,yo 15.,o'w!e c mal CINDI WACHI 9-29-11 Exp. t2/31/12 a L>br¢A+..A 19®tip 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE CNI sT' REID MIDDLETON Tf OF CA 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER IS IN INCHES I I I I i I DCN FILE -)!REQUEST KtT MAY NOT TO SCALE SITE PREPARATION RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT FILE No. SHEET No. SKEET 9 �5 3 T F---FF F- F- F' F _ 25+00 -r-- A LINE - - —F 24+00 -F W FBF -T- T - w --T W� =-_ T _: T_ -_._ _ T F F F F F F F F F� F—F—F n � _ g ��) CO�HFAI IUB:. - 1 -1 I I � T- COf� ! CA,� E-.... -.... rrrr j� p ?i 0 W -F_F�F�F-__F--- __- 21+00 22+00 1 - _ 44 -_ o Asph, 23+00 — �— ANZA ROAD T� F -F -F -F-. F�F�F-FrF F ..: F-F-F-� - F y CONSTRUCTION NOTES: Og REMOVE EXISTING GUARD POSTS. REMOVE AND SALVAGE EXISTING SIGN AND POST TO NEAREST COUNTY OF RIVERSIDE YARD OR AS DIRECTED BY ENGINEER. MODIFY EXISTING OUTLET PIPE FOR WATER WELL BY OTHERS. SAWCUT LIMITS 8 1 GENERAL NOTES: LOCATION I I 1. UTILITIES ARE BASED ON OBSERVATION OF 7. CUT AND FILL LINES BASED ON PROPOSED SURFACE FEATURES. FIELD LOCATIONS MUST BE GRADING LIMITS. VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 20 0 1-800-227-2600 FOR THIS VERIFICATION. B. REMOVE EXISTING VEGETATION (SHRUBS, BUSHES, GROUNDCOVER, AND TREES) AS NEEDED WITHIN 2. THE UTILITIES SHOWN ARE FOR REFERENCE ONLY THE CLEARING AND GRUBBING AREA DURING AND SHOULD NOT BE RELIED ON. CONSTRUCTION. 3. SEE UTILITY PLAN TO ADJUST UTILITY 9, REMOVE ANY GUARD POST WITHIN THE CLEARING STRUCTURES. AND GRUBBING AREA. 4. ALL EXISTING CHANNELIZATION CONFLICTING WITH 10. REMOVE ANY EXISTING RIPRAP IN THE CLEARING PROPOSED CHANNELIZATION ON PAVEMENT AND GRUBBING AREA. DELINEATION AND SIGNING SHEETS SHALL BE REMOVED. TIMING OF REMOVAL IS DEPENDENT 11. CLEARING AND GRUBBING AREA SHALL EXTEND TO ON CONSTRUCTION PHASING. RIGHT OF WAY LINES. 5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. 12.SEE SHEETS U1 -U4 FOR SPECIFIC UTILITY RELOCATION AND STRUCTURE ADJUSTMENTS. 6. EXISTING IRRIGATION CONFLICTING WITH PROPOSED GRADING SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE THE NEW IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONSTRUCTION OF TEMPORARY ROAD DURING CONSTRUCTION. n � _ g ��) CO�HFAI IUB:. - 1 -1 I I � T- COf� ! CA,� E-.... -.... rrrr j� p ?i 0 W -F_F�F�F-__F--- __- 21+00 22+00 1 - _ 44 -_ o Asph, 23+00 — �— ANZA ROAD T� F -F -F -F-. F�F�F-FrF F ..: F-F-F-� - F y CONSTRUCTION NOTES: Og REMOVE EXISTING GUARD POSTS. REMOVE AND SALVAGE EXISTING SIGN AND POST TO NEAREST COUNTY OF RIVERSIDE YARD OR AS DIRECTED BY ENGINEER. MODIFY EXISTING OUTLET PIPE FOR WATER WELL BY OTHERS. SAWCUT LIMITS SCALE LOCATION 7 1 STA A 26+00.00, 14.87' RT 8 1 STA A 26+00.00, 13.71' LT REVISIONS DESCRIPTION $DATE $TME $USER RELATIVE BORDER SCALE $FREDUEST IS IN INCHES DATE IFrFNn• DREMOVE ASPHALT CONCRETE PAVEMENT (INCLUDING AC DIKE/BERM) GRIND 2" ASPHALT CONCRETE PAVEMENT SAWCUT EXISTING PAVEMENT - - - - RIGHT OF WAY -F-F- FILL UNE • • • • • " w REMOVE EXISTING WALL RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME -SUSER DON FILE -)$REQUEST SITE PREPARATION PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9 -0957I COUNTY FILE No. SHEET No. SP4 SHEET 9 � 5 3 SCALE IN FEET 20 0 20 40 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME -SUSER DON FILE -)$REQUEST SITE PREPARATION PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9 -0957I COUNTY FILE No. SHEET No. SP4 SHEET 9 � 5 3 R �F a � � i SCALE IN FEET 60 0 60 120 /1v REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC TYPICAL ROUNDABOUT S ONS REV BY DESCRIPTION APPR DATE APPROVED BY: E 60 QgOFESS/OXY n �e RANCHO CALIFORNIA ROAD CINDI WACHI 9-29-11 Exp 2Y/31'/13 AvaR�_sig(>� 9-26-11 AT ANZA ROAD PROJECT MANAGER DATE a PREPAMIDDRED DATE ROUNDABOUT orf DF CP�Y` 728 134TH ST SW. STE 200 EVERETT• WA 98204 $DATE $TWE $USER RELATIVE BORDER SCALE 0 1 2 3 USERNAME -FUSER WO B9-0957 COUNTY i-Nc lzS l I I I_ I I iACN FILE -1 !REQUEST ' I TILE \O. WIM01212III■?F6111111111111 sm:1010 3 DID NOT CONSTRUCT OVERSIDE DRAIP El R %DATE &TIME %USER %FREOUEST fLIP QCT ?AIN SCALE IN FEET 60 0 60 120 REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC TYPICAL ROUNDABOUT SECTIONS SHEET No. IREVI BY I DESCRIPTION I APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW. STE 200 EVERETT, WA 98204 -&USER -)$REQUEST RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT RSI SHEET 10 of 53 955�441 It w x GENERAL NOTE: CROWN LINE 1 1. SEE GRADING AND PAVING SHEETS FOR VARIES 4.5' 1 VARIES — SEE PLAN I VARIES — SEE PLAN _ 4.5' _ I _ VARIES _1 2 12% 1 N.S.T. 10 12 OR 17 c ALTERNATE EDGE 1 (SEE THIS SHEET) 1 N.S.T. 10 SECTION A - NO SPLITTER NOT TO SCALE v B" ALTERNATE EDGE 22 (SEE THIS SHEET) 21TYP) 2% E iI / _. .... _. -MATE $TME $USER $FREOIIEST 2% VARIES EE PLA FTITTEI ISLAND 2% 1 ` N.S.T. 1 1 14 1 OR1© I — 2 27 1 1 N.S.T. 5 3 I 10 1 ALTERNATE EDGE 1 2 (SEE THIS SHEET) ALTERNATE EDGE 1 NOT TO SCALE N'31 2_ TYP10 1 �� �ZRNA EEQ E 2 / (SEE THIS SHEET) SECTION B - SPLITTER ISLAND NOT TO SCALE 1 ALTERNATE EDGE 2 NOT TO SCALE ,/ 1 ` 1 2 I 117 N.S.T 0.5% 1 I I 10 10 I ALTERNATE EDGE 3 OT TOSCALE LEGEND: Oj CONSTRUCT 0.50' AC A) OVER 1.31' CL -2 AGGREGATE BASE OZ HYDROSEE SLOPES — EROSION CONTR PE D). eLs j AB. NOT USED. 5O CONSTRUCT TYPE Ai -6 CURB PER CALTRANS SP A87A. $8000 FINISH © CONSTRUCT 0.70 G06OR— STA#IPEB•-PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) OVER 0.30' PCCP WITH A BOND BREAKER IN BETWEEN THE CONCRETE LAYERS. SEE DETAIL ON SHEET MDL 7O NOT USED. ® CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. O RECOMPACT SUBGRADE TO 957.. 10 PLACE FILL MATERIAL. OR LANDSCAPING AREA, SEE PLAN 11 SEE LANDSCAPING PLAN. SHEETS 12 CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 13 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. 14 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 15 NOT USED. 16 NOT USED. 17 CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202, WITH TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. SEE PAVING PLANS FOR LOCATIONS. N.S.T. = NO STEEPER THAN — SEE PLAN 8'11 Aggov 64' 15' B'1 VARIES EE PLAN VARIES i VARIES ING LANE TRUCK CENIRAL TRUCK DRMN(;qk#E SEE PLAN SEE PLAN y APRON ISLAND APRON 10:1 10:1 1 0.5% MIN MIN N 0.5% MIN 1 2 1 _5A% MAX 5.0% MAX_ �P .2% 2 2% TYP TYP) 2 — —� S.T. 1 1 3 5° 6 8 10 11 10 8 6 51 3 9 1 10 6" 3 10 - - - SECTION C - CENTRAL ISLAND 36" NOT TO SCALE ABOVE TC REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC TYPICAL ROUNDABOUTS NS SHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: r� or RANCHO CALIFORNIA ROAD - S2 CINDI WACHI 9-29-11 uwamc�smroR«narsv' AT ANZA ROAD PROJECT MANAGER DATE PREPARED BY: DATE ROUNDABOUT __... REID MIDDLETON 728 134TH ST SW, STE 200 SHEET 1 1 3 -- -__--I' EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -$USER WO B9-0957 COUNTY xe.se aimnaw IS IN INCHES I DGN FILE -) SREpUEST FILE No. 9SSow NN i RAW VARIES RAW CROWN UNE , ALTERNATE EDGE 1 ALTERNATE EDGE 1 (SEE THIS SHEET) (SEE THIS SHEET) SECTION A — NO SPLITTER ISLAND NOT TO SCALE ALTERNATE EDGE 1 NOT TO SCALE i ALTERNATE EDGE 2 ALTERNATE EDGE 2 (SEE THIS SHEET) (SEE THIS SHEET) SECTION B — SPLITTER ISLAND NOT TO SCALE ALTERNATE EDGE 2 NOT TO SCALE ALTERNATE EDGE 3 NOT TO SCALE GENERAL NOTE: NOT TO SCALE 1. SEE GRADING AND PAVING SHEETS FOR DIMENSIONS. I EGEND• O CONSTRUCT 0.50' AC (TYPE A) OVER 1.31' CL -2 AGGREGATE BASE (AB). O2 HYDROSEED ALL SLOPES — EROSION CONTROL (TYPE D). O CL -2 AB. O4 NOT USED. O5 CONSTRUCT TYPE Al -6 CURB PER CALTRANS SP A87A. © CONSTRUCT 0.70' COLOR STAMPED PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) OVER 0.30' PCCP WITH A BOND BREAKER IN BETWEEN THE CONCRETE LAYERS. SEE DETAIL ON SHEET MDT. O7 NOT USED. ® CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. O RECOMPACT SUBGRADE TO 95%. 10 PLACE DLL MATERIAL. 11 SEE LANDSCAPING PLAN. 1© CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 13 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFlCATIONS. ® CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 15 NOT USED. 16 NOT USED. i© CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202, WITH TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. SEE PAVING PLANS FOR LOCATIONS. N.S.T. = NO STEEPER THAN SECTION C — CENTRAL ISLAND NOT TO SCALE 0 R REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC TYPICAL ROUNDABOUT SECTIONS SHEET No. REV BY DESCRIPTION APPR DATE QpoFE9s+p APPROVED BY: g s, k+a RANCHO CALIFORNIA ROAD RS2 i3+„: per---- AT ANZA ROAD n CINDI MACH[ 9-29-11 E.P.`, a.,�.-a 9_26_„ PROJECT MANAGER DATE DATE ROUNDABOUT REIDAREDDBY: LETfOF 11 53 728 134TH ST SW, STE 200 $BEET x OAlj EVERETT, WA 98204 WATVKQ $TIME $USER RELATIVE BORDER SCALE 0 1 2 3 USERNAME "FUSER WO B9-0957 COUNTY ”`°"`°' mm REacsT IS IN INCHES I i I i I i I DGN FILE-)fREQUR9T FILE o .14 g� 1 158 33.60 R 198+70.46, 98.10' LT 33.82 R 198+50.00, 83.73' LT / i STAR 198+72.99 13.68' LT AP E � 34.04 69.36' +29.54, /E f �397 1 L L- -------------- - 5454.974 o -� -� .. .. _j 38.26 PRC 7 R 197+98.18, 38.62 27.56' LT /20'R 1/4 39.88 39.46 39.33 39.10 38.90 38.77 38.65 AP 16.395 LTS' 0 006 L08. 006 LTSF 20.'O LTO' F 20.00E+TS' F 20.00 FT ' F 007 TF' PC.F3 PT 38.24 ME� AP F F - 3$� 9 38936 / 38.82 PT t96+00 _ R 196+25, U'L R 1,J6+ O RT R 196+75, 197 R 197+25, 39.08 RT - - - 66.68 198+ 1/4 - 71 L! _ PRC 1 - g 40.16 PG FILL UNE RANCHO _ CALF IA ROAD PC.29 RIGHT AY 38.78 38.23 /4 ao 00 PCC 9 .400 NUMBER 3912 38.95 10 1/2 B PC3�75'R TANGENT 39.70 39.58 39.48 1/4 FINISHED GRADE AT FLOW STATION, PT R 196+51.95, R 196+71.21, R 1 0.46, 23.52 380.00 03'32'47" 11.76 11.00 RT 11.00 RT 11.00 197+73.86, 20.73' LT STA 38.80 38.67) 38.53 � 38.43 � 38.36 PC 1/4 2 1/4 PT 39 39.39 .33 39.24 39.11 38.95 STA R R 195+85, R 195+98, R 196+16.18, R 196+47.36, R 196+78.54, AP 29.00' RT 29.00' RT 29.00' RT 29.00' RT 29.00' RT ME MATE $TME $USER SrFrQLr'T IV I F 34.67--- .20 R 198+48.93, R 198+71.98, 56.30' RT 46.63' RT 35.47 R 198+84.201 49.83' RT R 198+95 58.06' RT /F 39.90 '-39.17 PCC 1/2 36.24 J R 199+10.50, 75.20' RT 39.34 39.74 PRC _ Sy 41.401 �� 13 R=47'\`� 39.60 41.58 47.56 P C i R 199+87.98, _40.06 _ j _ ' i 11.98' LT LEGENDO ® CURVE ID CURVE TABLE -FF- FILL UNE RIGHT AY CENTER POINT .400 NUMBER LENGTH RADIUS DELTA TANGENT STATION, OFFSET SPOT ELEVATION 14XX.XX, STATION, OFFSET FINISHED GRADE AT FLOW STATION, OF MATCH EXISTING 1 23.52 380.00 03'32'47" 11.76 PC STA R 197+50.35, 20.00' LT PT STA R 197+73.86, 20.73' LT STA A 23+61.38 .54' LT 2 59.06 386.00 08'45'59" 29.59 PC STA R 197+99.50, 17.14' LT PCC STA R 198+57.28, 29.10'LT STA A 23+,AOK 273.54' LT 3 117.31 263.00 25633'27" 59.65 PCC STA R 198+57.26, 29.10' LT PCC STA A 20+84.97, 40.77' LT STA 60.68, 225.52' LT 4 105.49 517.00 11'41'28" 52.93 PC STA R 197+09.72, 29.00' RT PT STA R 198+14.48, 18.27' 327.92' LT 5 19.62 514.00 0711'14" 9.81 PC STA R 198+19.62, 14.11' RT PRC STA R 198+38.71, 9.55' RT goln24+31.13, TA A 24+31.13, 327.92' LT 6 114.76 92.00 71028'16' 66.20 PRC STA R 198+38.71, 9.55' RT PCC STA R 199+38.90, 48.4 ' STA R 198+61.79, 98.61' RT 7 104.75 293.50 20026'55" 52.94 PC STA R 198+40.05, 43.67' LT PCC STA A 20+86.94, 6 LT STA A 22+99.70, 248.76' LT 8 10.29 1 3.50 168'23'06" 34.41 PC STA R 196+03.20, 1.00' RT PCC STAR 196+0 7.93' RT STA R 196+03.20, 4.50' RT 9 30.41 150.00 11'36'55" 15.26 PCC STA R 196+02.49, 7.93' RT PT STA R 19 .69, 11.00' RT STA R 196+32.69, 139.00' LT 10 131.53 499.00 15'06'08" 66.15 PC STA R 197+09.72, 11.00' RT PRC ST 8+39.73, 6.23' LT STA R 197+09.72, 488.00' LT 11 33.11 100.00 18'58'18" 16.71 PRC STA R 198+39.73, 6.23' LT PT 198+72.53, 9.46' LT STAR 198+65.79, 90.31' RT 12 29.80 100.00 1T04'21 15.01 PC STAR 198+62.47, 8.29' LT C STA R 199+10.68, 0.95' RT STAR 198+65.79, 90.31' RT 13 27.35 77.00 20'21'15" 13.82 PRC STA R 199+12.81, 0.72' LT PRC STA R 199+11.61, 27.90' LT STA R 199+87.93, 17.65' LT 14 28.17 401.00 1 04'01'30' 14.09 PRC STA R 199+07.46, 31 T PT STA R 198+81.18, 20.94' LT STA A 23+61.38, 273.54' LT 15 123.27 401.00 17-36'45" 62.12 LT PC STA R 198+71.6000 PT STA R 197+50.35, 1.00' RT STA R 197+50.35, 400.00' LT 17 16.00 63.50 14'26115" 8.04 PC STA R 198+ , 24.77' RT PRC STA R 198+79.08, 27.11' RT STA R 198+61.94, 88.25' RT 18 67.32 83.50 46'11'47" 35.61 PRC STA +79.08, 27.11' RT PCC STAR 199+30.17, 68.13' RT STAR 198+56.54, 107.51' RT MATE $TME $USER SrFrQLr'T IV I F 34.67--- .20 R 198+48.93, R 198+71.98, 56.30' RT 46.63' RT 35.47 R 198+84.201 49.83' RT R 198+95 58.06' RT /F 39.90 '-39.17 PCC 1/2 36.24 J R 199+10.50, 75.20' RT 39.34 39.74 PRC _ Sy 41.401 �� 13 R=47'\`� 39.60 41.58 47.56 P C i R 199+87.98, _40.06 _ j _ ' i 11.98' LT LEGENDO ® CURVE ID ri -FF- FILL UNE RIGHT AY �- AGE SWALE, GRADE FLOW E TO DRAIN AND AS DIRECTED BY RESIDENT ENGINEER .XX SPOT ELEVATION 14XX.XX, FINISHED GRADE AT FLOW 8 M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE g AP ANGLE POINT 0 0 i E n e E6 MATE $TME $USER SrFrQLr'T IV I F 34.67--- .20 R 198+48.93, R 198+71.98, 56.30' RT 46.63' RT 35.47 R 198+84.201 49.83' RT R 198+95 58.06' RT /F 39.90 '-39.17 PCC 1/2 36.24 J R 199+10.50, 75.20' RT 39.34 39.74 PRC _ Sy 41.401 �� 13 R=47'\`� 39.60 41.58 47.56 P C i R 199+87.98, _40.06 _ j _ ' i 11.98' LT LEGENDO ® CURVE ID -FF- FILL UNE RIGHT AY �- AGE SWALE, GRADE FLOW E TO DRAIN AND AS DIRECTED BY RESIDENT ENGINEER .XX SPOT ELEVATION 14XX.XX, FINISHED GRADE AT FLOW UNE M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE AP ANGLE POINT V40.48 v GENE NOTES: 1. DIMENSIONS ARE TO FACE OF CURB. 2. SEE PAVING PLAN, SITE PREPARATION PLAN AND TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL PAVING UMIT INFORMATION. 3. SEE SHEET L1 FOR MONUMENTATION INFORMATION. SCALE IN FEET KtT MAF' EVEN EVEN N 20 0 20 40 NOT TO SCALE F REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC I GRADING PLAN SHEET No. DESCRIPTION APPR DATE APPROVED BY: ppOFE9S10 e n1n CINDI WACHI 9-29-11 E 12/31/12a �D P�9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE `?d REID MIDDLETON off OF CA�f 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -;USER TS TN INCHES I.�._ I�I__I-__J-J r!rw FP_4-)fRE0VE5T RANCHO CALIFORNIA ROAD G 1 AT ANZA ROAD ROUNDABOUT SHEET 12 5 3 FILE No. DID NOT CONSTRUCT -\ OVERSIDE DRAIN 33.60 R 198+70.46, 98.10' LT 33.82 ---..._.......---..........................._..........._.._........... % R 198+50.001 . 1 83.73' LT / i STAR 198+72.99 13.68' LT AP f 34.04 / .. R 198+29.541 . - - 69.36' LT f MODIFY LOCAL 3 s6, f / 3%� LANDSCAPING 4 i DEPRESSION Rags LL9� FBF/ C -> -� o v. -� --> ^-� 38.2 4 7 PRC R 197+ 18, 1462 27.56' LT 20'R woo 39.46 39.33 39.10 38.90 38.77 38.65 AP R 196+08.76, 19G+25, R 196+50, R 19¢+75, R 197+00, R 197+25 38.53 38.41 38.24 20.00' LT 1.00 LT 20.00' LT 20.00 LT 20.00' LT 20.00 LT PC PT pC F F F -F F -F -F FF - c) _0 38.82 PT C --39.32 _ __ Qj 08.23 X38.61 38.57 40.37 R 195+85, 195+00 N 48'22'29" E , ME 196+00 e PC' 39.88 R 196+25, 1.00' RT 39.65 39.45 1.00' RT 39.201 R 1 6+50, R 196+75, 39.08 _ 1.0 0 RT - 1.00' RT _197 00 R 1978 25, RANCHO CALIFORNIA ROAD 3929 38.86 1/4 195+ 11 15 j46 3 , 8.71 11 -3 _ PRC_ T 38TI 23 1581.00' 38.60_ PC 40.00 PCC 9 39.70 PC 1/4 39.58 39.48 39.38 39.12PT 3sss 10 1/2 _38.30R 5 �.. -�.. -j.. -�.. .. 11 R ��.. -F-F- 39.39 39.33 R 19¢+51.95, R 19q+71.21, R 191q+90.46, 4 D STA R�11��8+8�, 5 14.69' 39.50 R 195+85, R 195+98, R 196+16.18, R 196+47.36, R 196+78.54, 11.00 RT 11.00 RT 11.00 RT - � PC PRC $DATE STNE (USER 6REOUEST REVISIONS 35.47 R 198+84.20, 49.83' RT STA R 199+34.30, 0.00' LT 35.77---/ R 198+95.77, 58.06' RT RIVERSIDE COUNTY TRANS 1 �p MODIFY RAMP, F -F F-F--F-Ff--F-I wo F- CURVE TABLE 38.60_ PC 38.67 38.53) 38.43 38.36 .43 3B.36 1/4 1/2 1/4 PT O4 CENTER POINT .. _�.. �.. .. �.. . �.. �.. -�.. -j.. -�.. .. 11 R ��.. -F-F- 39.39 39.33 39.24 39.11 38.95 D STA R�11��8+8�, 5 14.69' LT R 195+85, R 195+98, R 196+16.18, R 196+47.36, R 196+78.54, DEPRESSION Ap / PC 29.00' RT 29.00' RT 29.00' RT 29.00' RT 29.00' RT 197+73.86, 20.73' LT STA _ _ _ ME 2 59.06 MODIFY RAMP, 3'�r 1 p ; 3a.s7 3s.2o DID NOT CONSTRUCT STA R 197+99.50, 17.14' LT TRUNCATED DOMES ONLY, R 198+48.93, R 198+71.98, OVERSIDE DRAIN 3 TYP ALL 56.30' RT 46.63' RT $DATE STNE (USER 6REOUEST REVISIONS 35.47 R 198+84.20, 49.83' RT STA R 199+34.30, 0.00' LT 35.77---/ R 198+95.77, 58.06' RT RIVERSIDE COUNTY TRANS 1 �p MODIFY RAMP, IFrFNn wo CURVE TABLE 3'x10' O4 CENTER POINT NUMBER LENGTH RADIUS DELTA TANGENT -F-F- STATION, OFFSET STATION, OFFSET CONCRETE STATION, OFFSET 1 23.52 380.00 03'32'47" 11.76 PC STA R 197+50.35, 20.00' LT PT STA R 197+73.86, 20.73' LT STA A 23+61.38, 273.54' LT 2 59.06 386.00 0845'59" 29.59 PC STA R 197+99.50, 17.14' LT PCC STA R 198+57.28, 29.10' LT STA A 23+61.38, 273.54' LT 3 66.01 263.00 14'48'55' 34.19 PCC STA R 198+57.28, 29.10' LT PCC SFA R 199+19.47, 56.13' LT STA A 22+60.68, 225.52' LT 4 105.49 517.00 11041'28" 52.93 PC STA R 197+09.72, 29.00' RT PT STA R 198+14.48, 18.27' RT STA A 24+31.13, 327.92' LT 5 19.62 514.00 02'11'14" 9.81 PC STA R 198+19.62, 14.11' RT PRC STA R 198+38.71, 9.55' RT STA A 24+31.13, 327.92' LT 6 65.37 89.00 42'0435' 34.24 PC STA R 198+69.73, 9.96' RT PCC SFA R 199+27.09, 38.14' RT STA R 198+61.79, 98.61' RT 7 104.75 1 293.50 20'26'55" 52.94 PC STA R 198+40.05, 43.67' LT PCC STA A 20+86.94, 65.37' LT STA A 22+99.70, 248.76' LT 8 10.29 3.50 168'23'06" 34.41 PC STA R 196+03.20, 1.00' RT PCC STA R 196+02.49, 7.93' RT STA R 196+03.20, 4.50' RT 9 30.41 150.00 11'36'55" 15.26 PCC STA R 196+02.49, 7.93' RT PT STA R 196+32.69, 11.00' RT STA R 196+32.69, 139.00' LT 10 131.53 499.00 15'06'08" 66.15 PC STA R 197+09.72, 11.00' RT PRC STA R 198+39.73, 6.23' LT STA R 197+09.72, 488.00' LT 11 33.11 100.00 18'58'18" 16.71 PRC STA R 198+39.73, 6.23' LT PT STA R 198+72.53, 9.46' LT STA R 198+65.79, 90.31' RT 12 29.80 100.00 1704'21" 15.01 PC STA R 198+82.47, 8.29' LT PRC STA R 199+10.68, 0.95' RT STA R 198+65.79, 90.31' RT 13 27.35 77.00 2U21'15" 13.82 PRC STA R 199+12.81, 0.72' LT PRC STA R 199+11.61, 27.90' LT STA R 199+87.93, 17.65' LT 14 28.17 401.00 04001'30" 14.09 PRC STA R 199+07.46, 31.06' LT PT STA R 198+81.18, 20.94' LT STA A 23+61.38, 273.54' LT 15123.27 401.00 1736'45" 62.12 PC STA R 198+71.69, 17.80' LT PT STA R 197+50.35, 1.00' RT STA R 197+50.35, 400.00' LT 17 16.00 63.50 14026'15" 8.04 PC STAR 198+63.29, 24.77' RT PRC STA R 198+79.08, 27.11' RT STA R 198+61.94, 88.25' RT 18 67.32 83.50 46'11'47" 35.61 PRC STA R 198+79.08, 27.11' RT PCC STA R 199+30.17, 68.13' RT STA R 198+56.54, 107.51' RT $DATE STNE (USER 6REOUEST REVISIONS 35.47 R 198+84.20, 49.83' RT STA R 199+34.30, 0.00' LT 35.77---/ R 198+95.77, 58.06' RT RIVERSIDE COUNTY TRANS 1 �p MODIFY RAMP, IFrFNn wo 3'x10' O4 CURVE ID SHEET OF STAMPED -F-F- FILL LINE CONCRETE RIGHT OF WAY E- + E---- DRAINAGE SWALE, GRADE FLOW LINE TO DRAJN D AS DIRECTED CURVE SHORTENED BY RESIDENT ENGINEER TCti DUE TO ADJUSTED xxx.xx SPOT ELEVATION 14XX.XX, '7 CURB LINE - SEE FINISHED GRADE AT FLOW UNE CURVE TABLE M.E. MATCH EXISTING 3888 S�. 1/2 1/2 DELTA OF CURVE �Sy 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 39,22 7F 1/16 1/16 DELTA OF CURVE PRC SR F 34 39.74 7S' ? p`SS• AP ANGLE POINT RC _ _ 13 R=47: 9.60 41.58=-�` 47.56 R 199+87.98, RC 40 .06 _ i 11.98' LT _ R 199+10.50, 75.20' RT 0 GENERAL NOTES: yAde>� 1. DIMENSIONS ARE TO FACE OF CURB. 2. SEE PAVING PLAN, SITE PREPARATION PLAN AND TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL PAVING LIMIT INFORMATION. 3. SEE SHEET L1 FOR MONUMENTATION INFORMATION. SCALE IN FEET 20 0 20 REID MIDDLETON, INC APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER IS IN TNCFIES I i I i I I I DGN FILE-I$REQUEST 40 GRADING PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 COUNTY FILE No. SHEET No. N wo G 1 12 53 SHEET OF Ill 0 0 41.14 A 19+30.00 Obscured Area 58.00RT 40.72 40.82 41.44 41.10 A 19+00.00 A 18+80.53, A 18+22.96, A 19+20.00 .00' RT 48.55' RT 58.99' RI 58.DO' RL PC ME 0 40.95 G°0 A 19+10.00 58,00' RT 41.19 40.47 40,42 A 18+62.96, Obscured Area G,(V4V j�42 34108+9R9T79, 70, 33118+8R8..93, x.99' RT 39.50 41. PT PT 1/2 < - A6.00' 4RT� 39.77 39.89 40.01 40.13 40.24 �(v 40.42 ^O 40. 1/2 PC A 16+75, A 16+50, A'i6 40.73 40.87 C. AP 39.65 A 17+00, 4035 40.46 4058 ® 40R R 3.5' PCC 30'R 39.53 1/4 F __ F F F 21.80' RT A 16+25, A 16+00, A 15+75, ;03 41.17 �_ F F 20.72' RT 19.65' RT 18.58' RT A 15+50, 41.38 41.72 47.13 PCC PT F F FBF 17.51' RT A 15+25, A 15+00, 40.10 0.34 �F F- F F- --F F� 16.44' RT 75.35' 14.29' RT 13.22' RT A 14+75, A 14+50, 1/4 F 40.18 ® 40.60 F F --F F F Fes_ -F F12.15' RT ME7 RT .1a 3926 & /z ANZA ROAD A n+oa.os, 39.51 46 40.26 40.50 3.95' RT 40 70 1/4 40.11 24 1/e 40.86 40.81 4094 �Q 1.5'R a0 47 31 1 6 Pf 23 PCC A i 6+50 A 16+25 16+00 N 41'43' $+� _ 14� i 41.06 PRC _ _ 1/ 1 40.3 ,40,..43 - .� - I X 60 26 40.11 r 15 R RC 39.82 11/8 - - 17a 08 - - - - - A LINE 41.06 9' �44 - 5 69 _ 42.05 PRC PRC 22 A 16+00 � A 15+25 A 15+00 A 14+75 PC 40,02 25 39.8 .93 40.05 40.1 40.31 40.45 40.58 40.68 R 55' PT O 39.69 1/4 A 17+75, A 17+50, A 17+25, A 17+00, A 16+75, PC 41.19 A 15+50 4114+50, 27 39.71 29 39.1 1/2 39.35 CE)5.00' LT 5.00' LT 5.00' LT 5.00' LT 5.00' LT A 1 ME 141.85 39.83 1/4 PT Rm 40.43 39.87 PC 39.35 F F -F F F s> 75 40.85 PRC PT PCC F F- F -F F- -F -F F -F F -F F --F F --F F-- A114+50, 28 39.40 40.50 40.64 40.77 40.90 41.04 47.28 39.44 ,56 39.69 39.82 39.96 40.09 40.23 18.67' LT 3'R pRC 1 39 4 15'R 30'7 PC PT 75, A 17+50, A 17+25, A 17+00, A 16+75, A 16+50, 16+25, A 16+00, 2111+7 T 20.67 SLOT 20 �17+2 T 19.67 OT 19.17' 7LT ME �sTcy 1/4 440...31 4' / 39.37 23. 23.00' LT 23.00' LT 23.00' LT 23.00' LT 22.67' 22.17' LT 21.67' LT 39.67PRC A 18+28.15, 41.49 1/2 /25 F35' LT - _ _ _ \. A8.93' LT20 __ _ � 39.89 Ar� 39.99.1 4 .S6 � / F �Q _____ FS PCC �• f�F 38.43 40.91 A 18+34.17, LEGEND* rFNn• GENERAL NOTES: 45.56' LT ® CURVE ID 1. DIMENSIONS ARE TO FACE OF CURB. CJ POO � / p7 X98+5211 -F-F- FILL LINE 2. SEE PAVING PUN, SITE PREPARATION PLAN AND !l 62.97' LT TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL 37.14 37.70 - - - RIGHT OF WAY PAVING LIMB INFORMATION. A 18+87 A 18+61.54, <-- <-- DRAINAGE SWALE, GRADE FLOW 70.44' 62.93' LT LINE TO DRAIN AND AS DIRECTED 3. SEE SHEET L7 FOR MONUMENTATION INFORMATION. BY RESIDENT ENGINEER STA A 19+07.22 15.78' LT r AP / xXX.XX SPOT ELEVATION 14XX.XX, STA A 18+97.04 14.91LT FINISHED GRADE AT FLOW LINE AP a M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE $DATE $TIME V,r-T CURVE TABLE CENTER P NUMBER LENGTH RADIUS DELTA TA09NT STATION, OFFSET STATION, OFFSET STATION, OFFS 19 76.15 236.00 18'29'18"PPE 38.41 PCC STA R 199+38.90, 48.42' RT PCC STA A 18+82.27, 30.67' LT STA R 197+41.11, 177.17' RT 20 54.61 336.00 09' 27.37 PCC STA A 18+82.27, 30.67' LT PT STA A 18+28.52, 21.37' LT STA R 196+44.33, 202.33' RT 21 24.03 333.00 'O6" 12.02 PC STA A 18+22.26, 23.87' LT PT STA A 17+98.25, 23.00' LT STA R 196+44.33, 202.33' RT 22 7.34 2.50 168'15'23" 24.31 PC STA A 16+57.07, 5.00' LT PCC STA A 16+56.56, 0.05' LT STA A 16+57.07, 2.50' LT 23 24.32 . 0 0917323" 12.19 PCC STA A 16+56.56, 0.05' LT PT STA A 16+80.67, 2.95' RT STA A 16+87.09, 146.91' LT 24 139.67A 499.00 16'02113" 70.29 PC STA A 17+27.46, 4.96' RT PRC STA A 18+66.02, 8.54' LT STA R 195+06.823 251.97' RT 25 100.00 1T37'04" 15.50 PRC STA A 18+66.02, 8.54' LT PT STA A 18+96.55, 10.97' LT STA A 18+89.12, 88.76' RT 26 9.67 100.00 1TOO1020 14.95 PC STA A 19+06.47, 9.73' LT PRC STA A 19+34.51, 0.35' LT STA A 18+89.12, 88.76' RT 26.28 77.00 19'33'11" 13.27 PRC STA A 19+36.66, 2.00'LT PRC STA A 19+35.68, 28.13' LT STA A 20+12.00, 17.90' LT 8 27.84 351.00 04'32'43" 13.93 PRC STA A 19+31.57, 31.30' LT PT STA A 19+05.42, 21.76' LT STA R 196+44.33, 202.33' RT 29 98.90 351.00 16008'40" 49.78 PC STA A 18+95.85, 18.84' LT PT STA A 17+98.25, 5.00' LT STA A 17+98.25, 356.00' LT 30 109.48 1 517.00 12'08'00" 54.95 PC STA A 17+26.69, 22.94' RT PT STA A 18+35.75, 16.06' RT STA R 195+06.82, 251.97' RT 31 24.89 514.00 02'46127" 12.45 PC STA A 18+41.13, 12.06' RT PRC STA A 18+65.50, 7.00' RT STA R 195+06.82, 251.97' RT 32 88.62 87.00 58421'54" 48.59 PRC STA A 18+65.50, 7.00' RT PCC STA A 19+47.03, 30.48' RT STA A 18+85.25, 91.73' RT 34 90.36 79.50 6507'14" 50.76 PRC 3fi 66.13 253.50 14'56'51" 33.26 PCC 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE AP MCI F PniNT STA STAR A 18+79.32, 17.96' RT 199+30.17, 68.13' RT PCC PRC STAR STA A 200+60.70, 46.41' RT 18+70.25, 46.77' LT STA STAR A SCALE IN FEET 18+83.00, 97.38' RT 197+06.63, 187.69' RT 20 0 20 40 \... RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT KtT MAY NOT TO SCALE / REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC GRADING PLAN REV BY DESCRIPTION APPR DATE CINDI WACHI 9-29-11 APPROVED BY: p0.0FESS/O� h�c 91 up. 12/31/12 A N,,X. arZQe,: . 9_26_11 * PREPARED BY: DATE `? REID MIDDLETON ire OF CAS 728 134TH ST SW, STE 200 EVERETT, WA 98204 \... RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT PROJECT MANAGER DATE $USER RELATIVE BORDER SCALE 0 1 2 3 USERNAME •ItUSER Ts TN Ttacvwq T I I I I 1 oaN P1cV •1$REOUEST WO B9-0957 COUNTY FILE No. SHEET No. a� o� 32 SHEET 1 ,53 i `X.14 �' 42.05 R 55' y�41.85 STAMPED CONCRETE DATE STWE FREOUEST 41.14 A 19+30.00 58.00' RT 41.10 A 19+20.00 58.00' RT 0 40.95 A 19+10.00 - 55 RT / V 34.07' RT 41.0 PT 1/2 ,moo Jy 40.4 5 13 PCC 32 1.5'R 40.47 19 41.06 RC_ r m0.60 26 40.11 40.82 41.44 A .55' RT53, A .99' 2. RT' 48.55' RT 58.99' RT PC ME / 41.18 MODIFY -- NUMBER -- -- -- 40,42 A 18+62.96, 5588.99' RT RAMP, DELTA TANGENT 33118+888.93, RT PT 311' PT 918 3 X 10 STATION, OFFSET 19 71.89 175.00 A .00' RT84, AP 00' RT 39.77 1 /2 1949 44C.01 PCC STA A 19+00.76, 36.26' LT STA R 197+98.70, 157.04' RT 39.65 54.61 336.00 c 30'R P9.53 F 1/�F F- F F•/F F STA R 196+44.33, 202.33' RT F �F 24.03 333.00 04408'06" 18 30 PC STA A 18+22.26, 23.87' LT a _ 1/2 22 ROAD 2.50 4011 31 PC 40.03 24 1/86 ANZA Peso PCC STA A 16+56.56, 0.05' LT 1 8 _ 1 4 1 8 23 24.32 -174 _ 11 - 09017'23" 12.19 PCC STA A 16+56.56, 0.05' LT PT STA A 16+80.67, 2.95' RT STA A 16+87.09, 146.91' LT 24 PRC 39,81 39.93 40.05 40.1 39.69 1/4 PT „ 29 FP.2 1/2 7A 79 � A 17+75, 5.00' LT A 17+50, A 17+25, 5.00' LT 5.00' LT Obscured Area r - LANDSCAPING Obscured Area DID NOT CONSTRUCT 40.13 40,24 40.35 A 17+00, A 16+75, A 16+50, 4046 4058 gOj56+00,L 4087 Ol/ERSIDE DRAIN 21.80' RT 20.72' RT 19.65' RT 75, 41.03 41.17 F F F F __ F F-- 18.58' RT 17.51' RT RT 15.35' SRT A 15+25, A 15+00, Al 14+75, Ai 14+50, -F F -FF F- 14.29' RT 13.22' RT 12.15' 9.27' RT 40.60 F Fes_ --F F ME A 17+04.06, ---------_ 3.95' RT ----- - 40.70 40.86 40.81 40.94 --- _- -- PT 23 PCC A 16+50 A 16+25 16+00 15+00 14-1 _ _ N 1'43'08" W _ II�� - - ��INE �O6 732.29'tttt -41.44 X1.56 41.69 22 A 16+00 41.31 A 15+25 A 15+00 A 14+75 41.81 -- V0.45 40.58 40.68 A 15+50 A 14+50, A 17+00, A 16+75, PC 41.19 5.00' LT 5.00' LT A 15+75 _ _ ME I PR rl -- �H39.40 L39.44 r�39.56 r �s9.69 r�39.82 39.96 r 40.09 `40.23 -40.37 �-40.50 X40.64 `40.77 `40.90 -A 15 XA 14\41.49 18.67 LT SR 400 15 R 30' PC PT A 17+75, A 17+50, A 17+25, A 17+00, A 16+75, A 16+50, A 16+25, A 16+00, A 15+75, A 15+50, A 15+25, A 15+00, A 14+75,E %4 40.31 4' 23.00' LT 23.00' LT 23.00' LT 23.00' LT 23.00' LT 22.67' LT 22.17' LT 21.67' LT 21.17' LT 20.67' LT 20.17' LT 19.67' LT 19.17' LT DID NOT CONSTRUCT 39.37 A 18+28.15, A 14+63.210, OVERSIDE DRAIN 40.55 F 25.35' LT 18.93' LT 1/2 38.43 MODIFY LOCAL LEGEND GENERAL NOTES: f L/ A 18+34.17, PCC 1 f 45.56' LT DEPRESSION 4 CURVE ID 1. DIMENSIONS ARE TO FACE OF CURB. 37.90 -F-F- FILL LINE J A 18+52.11, 2. SEE PAVING PIAN, SITE PREPARATION PU4J AND L/ 62.97' LT ----- -- ------ RIGHT OF WAY TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL MODIFY 37.14 37.70 PAVING LIMIT INFORMATION. A 18+87 A 18+61.54, < <--DRAINAGE SWALE, GRADE FLOW RAMP, 70.44' 62.93' LT LINE TO DRAIN AND AS DIRECTED 3. SEE SHEET L1 FOR MONUMENTATION INFORMATION. 3 X101 BY RESIDENT ENGINEER x XX.XX SPOT ELEVATION 14XX.XX, FINISHED GRADE AT FLOW LINE 14.91' LT M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE CURVE TABLE CENTER POINT NUMBER LENGTH RADIUS DELTA TANGENT STATION, OFFSET STATION, OFFSET STATION, OFFSET 19 71.89 175.00 23'32'18' 36.46 PCC STA R 199+27.09, 38.14' RT PCC STA A 19+00.76, 36.26' LT STA R 197+98.70, 157.04' RT 20 54.61 336.00 09'18'47" 27.37 PCC STA A 18+82.27, 30.67' LT PT STA A 18+28.52, 21.37' LT STA R 196+44.33, 202.33' RT 21 24.03 333.00 04408'06" 12.02 PC STA A 18+22.26, 23.87' LT PT STA A 17+98.25, 23.00' LT STA R 196+44.33, 202.33' RT 22 7.34 2.50 168'15'23" 24.31 PC STA A 16+57.07, 5.00' LT PCC STA A 16+56.56, 0.05' LT STA A 16+57.07, 2.50' LT 23 24.32 150.00 09017'23" 12.19 PCC STA A 16+56.56, 0.05' LT PT STA A 16+80.67, 2.95' RT STA A 16+87.09, 146.91' LT 24 139.67 499.00 16'02'13" 70.29 PC STA A 17+27.46, 4.96' RT PRC STA A 18+66.02, 8.54' LT STA R 195+06.82, 251.97' RT 25 30.75 1 100.00 1T37'04" 15.50 PRC STA A 18+66.02, 8.54' LT PT STA A 18+96.55, 10.97' LT STA A 18+89.12, 88.76' RT 26 29.67 100.00 1T00'02" 14.95 PC STA A 19+06.47, 9.73' LT PRC STA A 19+34.51, 0.35' LT STA A 18+89.12, 88.76' RT 27 26.28 77.00 19'33'11" 13.27 PRC STA A 19+36.66, 2.00'LT PRC STA A 19+35.68, 28.13' LT STA A 20+12.00, 17.90' LT 28 27.84 351.00 04'32'43" 13.93 PRC STA A 19+31.57, 31.30' LT PT STA A 19+05.42, 21.76' LT STA R 196+44.33, 202.33' RT 29 98.90 351.00 16'08'40" 49.78 PC STA A 18+95.85, 18.84' LT PT STA A 17+98.25, 5.00' LT STA A 17+98.25, 356.00' LT 30 109.48 517.00 12'08'00" 54.95 PC STA A 17+26.69, 22.94' RT PT STA A 18+35.75, 16.06' RT STA R 195+06.82, 251.97' RT 31 24.89 514.00 0746'27" 12.45 PC STA A 18+41.13, 12.06' RT PRC STA A 18+65.50, 7.00' RT STA R 195+06.82, 251.97' RT 32 7221 84.00 49'15'14' 38.51 PRC STA A 18+95.76, 8.J9' RT PCC STA R 200+4537, 44.68' RT STA A 18+85.25, 91.73' RT 34 90.36 79.50 65'07'14" 50.76 PRC STA A 18+79.32, 17.96' RT PCC STA R 200+60.70, 46.41' RT STA A 18+83.00, 97.38' RT 36 66.13 253.50 1 14'56'51" 33.26 PCC STA R 199+30.17, 68.13' RT PRC STA A 18+70.25, 46.77' LT STA R 197+06.63, 187.69' RT REVISIONS DESCRIPTION RIVERSIDE COUNTY TRANS 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE AP ANGLE POINT 20 SCALE 0 IN FEET 20 40 REID MIDDLETON, INC GRADING PLAN SHEET No. APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 (USER RELATIVE BORDER SCALE 0 1 2 3 IDGN USERNAME -*USER IS IN INCHES RANCHO CALIFORNIA ROAD G2 AT ANZA ROAD ROUNDABOUT SHEET 13 w 53 WO B9-0957 COUNTY MIMI FILE No. 9`5SW0411111 V ` O 40.00 39.59 'tG i 1/4 40.71 PCC ( q X41.56 39.73 \�A %.� 1.538 1/2/2 40.52 40.12 41.74 0.26 RC R=47' PRC ® 0.: PC 141.98 41 - # 7.5, 0.99 0.49 AeSs, PRC .78 42 PT 0 3'R PRC PC40.35 CO�q/181 al 41.36 5 $DATE $DME $USER T I o O GENERAL NOTES: 1. DIMENSIONS ARE TO FACE OF CU 2. SEE PAVING PIAN, SITE P TION PLAN AND TYPICAL ROUNDABOUT NS FOR ADDITIONAL PAVING LIMIT INFO 3. SEE SHEET, R MONUMENTATION INFORMATION. 40.43 37.53 R 201+11.3' 46.37' RT 0 37.16 _ 38.02 R 201+92.55, R 201+36.02, 49.64' RT 42.10' RT 0 LIQ4mE11 /,1 F-F=��F- `39.61 38.99 ��/���2p�1 R 201+67.88; R 201+83.73, R 24.0' RT 28.22' RT 19.84' AP X38.50 R 201+64.65 37.63 RT - - \ AP 37 PCC 1/2 22.95 LT 22.14 LT 21.33' LT 20.52' LT 19.715 LT 203+00 44 4184 204+00 205+00 206+00 _8X203+75 _ N 2'29' E __ _ � _ -1.-08'241-374--41.6T- R LINE 207.10' 42.61 42.73 42.63 42.93 43.03 43.10 3.18 -0.57 40.82 R 2Q3+00, R 293+25, PC 42.09 R 204+50 R 204+75 R 205+00 R 205+25 R 205+50 R 205+75 R 2Q2+50, R 202+75, 1.23 LT 1,25 LT R 204+00 204+25 R 206+00, 1.18 LT 1.20' LT ME RANCHO CALIF ROAD 0.02 F4- .27 F 0.53 F 0.79 -F 41.31 F 41.56 F 4F83 42.09 F 42.21E F42.31 F 42.41 F 4251 42.58 R 202+50, R 202+75, R 203+00, R 203+25, 203+50, R 203+75, R 204+00, R 204+25, R 204+50, R 204+75, R 205+00, R 205+25, R 205+50, R 205+75, 4220 19.82' RT 19.80' RT 19.77' RT 19.75' R 19.72' RT 19.70' RT 19.67' RT 19.65' RT 19.63' RT 19.60' RT 19.58' RT 19.55' RT 19.45' RT 19.50' RT R 206+00, 24.40 RT ..�..�..�........_..F-....�..E_..F-..�..F-.:�..�..�...E ME SCALE ® CURVE ID -F-F- FILL LINE CURVE 0 < - - <--- DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN AND AS DIRECTED 0 ER POINT NUMBER LENGTH RADIUS STA R 201+01.82 0.21' RT TANGENT STAT OFFSET STATION, OFFSET 1/2 DELTA OF CURVE 71/4 STATI FFSET 37 23.35 150.00 08'551050 11.70 ANGLE POINT PCC S 03+48.4' 7.22' LT PT STA R 203+25.29, 9.79' LT STA R 41.06 38 105.92 499.00 1709'44' 53.16 P R 202+41.59, 12.49' LT PRC STAR 201+36.15, 4.70' LT STAR 1 5'8 '°'P 202+25.45, 486.24' 39 33.76 R 203+50, 19'09'12' 17.04 C STA R 201+36.15, 4.70' LT PT STA R 201+02.56, 3.84' LT STA R 201+16.82, 103.85' LT 0 28.74 101.00 16'18'17' 27.00' LT PC STA R 200+92.74, 5.74' LT PRC STA R 200+66.17, 16.44' LT STA R _ _ _______ ____ 77.00 __ __ _ o-_ PRC STA R 200+63.93, 14.96' LT PRC STA R 200+63.44, 7.81' RT STA R 199+87.55, 5.21' LT 42 26.19 421.00 OT33'53" 0.17 40.28 PRC STA R 200+67.11, 4 0.93 200+92.72, 5.73' RT STA A 15+79.83, 167.58' RT 43 1 65.54 D. 20'8 R 201+59.53, 1/q 0.38 0.46 0,56 70 R 203+GO, R PT STA R 201+67.851 1.10' LT STA R 201+68.26, 419.90' RT 44 RC A, 27.54 LT 1/2 1/4 pC 202+75, 26.61' LT 27,80' LT 1.28' LT PCC STA R 203+48.480 7.22' LT STA R 3.20 45 AP F F__F F- ;29.42' LT 0 PCC STA R 200+89.29, 21.65' RT PT STA R 201+67.87, 13.90' RT __�-- R 206+00, 15+79.83, 167.58' RT F Fa�F FF- N0.lW .__ �F PCC STA A 19+47.03, 30.48' RT PCC STA R 200+89.29, 21.65' RT STA 16.80' LT - 18+65.36, 111.44' RT 47 48.05 148.50 18'32'19" 24.24 F -F- PCC STA R 200+60.70, FBF PCC STA __F__F_ F ME 1.87 18+21.82, 129.27' RT 48 517.00 081 38.42 PC STA R 202+42.16, 30.49' LT F -F -F -FBF 201+65.61, 27.28' LT rq 14 PC 40.78 40.91 41.14 +62.51, p1C.05 81 41.24 R 202+83.44, R 203+04.37, 10.46' LT 514.00 41.79 41.45 R 204+00, 41.73 PC STA R 201+60.03, 23.58' LT PRC STA R 201+35.20, 19.77' LT STA PRC a 1/2 =/ 822 LT - 11.14' LT 41.42 PT 41 56 26193 LT 25.38' LT 41 66 R 24.57 20g+25 R 20}+50, R 76 LT 82204+75, R2 05+00, 42.37 42.59 42.77 R 205+25, R 205+50 PCC STA 40.43 37.53 R 201+11.3' 46.37' RT 0 37.16 _ 38.02 R 201+92.55, R 201+36.02, 49.64' RT 42.10' RT 0 LIQ4mE11 /,1 F-F=��F- `39.61 38.99 ��/���2p�1 R 201+67.88; R 201+83.73, R 24.0' RT 28.22' RT 19.84' AP X38.50 R 201+64.65 37.63 RT - - \ AP 37 PCC 1/2 22.95 LT 22.14 LT 21.33' LT 20.52' LT 19.715 LT 203+00 44 4184 204+00 205+00 206+00 _8X203+75 _ N 2'29' E __ _ � _ -1.-08'241-374--41.6T- R LINE 207.10' 42.61 42.73 42.63 42.93 43.03 43.10 3.18 -0.57 40.82 R 2Q3+00, R 293+25, PC 42.09 R 204+50 R 204+75 R 205+00 R 205+25 R 205+50 R 205+75 R 2Q2+50, R 202+75, 1.23 LT 1,25 LT R 204+00 204+25 R 206+00, 1.18 LT 1.20' LT ME RANCHO CALIF ROAD 0.02 F4- .27 F 0.53 F 0.79 -F 41.31 F 41.56 F 4F83 42.09 F 42.21E F42.31 F 42.41 F 4251 42.58 R 202+50, R 202+75, R 203+00, R 203+25, 203+50, R 203+75, R 204+00, R 204+25, R 204+50, R 204+75, R 205+00, R 205+25, R 205+50, R 205+75, 4220 19.82' RT 19.80' RT 19.77' RT 19.75' R 19.72' RT 19.70' RT 19.67' RT 19.65' RT 19.63' RT 19.60' RT 19.58' RT 19.55' RT 19.45' RT 19.50' RT R 206+00, 24.40 RT ..�..�..�........_..F-....�..E_..F-..�..F-.:�..�..�...E ME LEGEND: SCALE ® CURVE ID -F-F- FILL LINE CURVE LE < - - <--- DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN AND AS DIRECTED 0 ER POINT NUMBER LENGTH RADIUS DELTA TANGENT STAT OFFSET STATION, OFFSET 1/2 DELTA OF CURVE 71/4 STATI FFSET 37 23.35 150.00 08'551050 11.70 ANGLE POINT PCC S 03+48.4' 7.22' LT PT STA R 203+25.29, 9.79' LT STA R 203+20.44, 1 ' RT 38 105.92 499.00 1709'44' 53.16 P R 202+41.59, 12.49' LT PRC STAR 201+36.15, 4.70' LT STAR 202+25.45, 486.24' 39 33.76 101.00 19'09'12' 17.04 C STA R 201+36.15, 4.70' LT PT STA R 201+02.56, 3.84' LT STA R 201+16.82, 103.85' LT 0 28.74 101.00 16'18'17' 14. PC STA R 200+92.74, 5.74' LT PRC STA R 200+66.17, 16.44' LT STA R 201+16.82, 103.85' LT 41 22.86 77.00 1T00'31' dmjpFI PRC STA R 200+63.93, 14.96' LT PRC STA R 200+63.44, 7.81' RT STA R 199+87.55, 5.21' LT 42 26.19 421.00 OT33'53" PI 13.10 PRC STA R 200+67.11, 11.23' RT PT STA R 200+92.72, 5.73' RT STA A 15+79.83, 167.58' RT 43 1 65.54 1 421.00 OB' 32.84 PC STA R 201+02.58, 4.06' RT PT STA R 201+67.851 1.10' LT STA R 201+68.26, 419.90' RT 44 8.76 3.00 15'45' 26.88 PC STA R 203+48.02, 1.28' LT PCC STA R 203+48.480 7.22' LT STA R 203+47.92, 4.27' LT 45 79.08 406. 11'09'36' 39.67 PCC STA R 200+89.29, 21.65' RT PT STA R 201+67.87, 13.90' RT STA A 15+79.83, 167.58' RT 46 67.50 N0.lW 33'37'52' 34.75 PCC STA A 19+47.03, 30.48' RT PCC STA R 200+89.29, 21.65' RT STA A 18+65.36, 111.44' RT 47 48.05 148.50 18'32'19" 24.24 PCC STA R 200+60.70, 46.41' RT PCC STA R 201+0611, 31.32' RT STA A 18+21.82, 129.27' RT 48 517.00 081 38.42 PC STA R 202+42.16, 30.49' LT PT STA R 201+65.61, 27.28' LT STA A 15+13.39, 224.65' RT 49 5.13 514.00 0748'04• 12.57 PC STA R 201+60.03, 23.58' LT PRC STA R 201+35.20, 19.77' LT STA A 15+13.39, 224.65' RT 110.22 65.00 74'17'50• 64.40 PRC STA R 201+35.20, 19.77' LT PCC STA A 20+66.37, 43.87' RT STA R 201+20.27, 103.45' LT 1 26.31 63.50 23'44'17' 13.35 PRC STAR 201+10.35, 37.75' LT PCC STAR 200+85.99, 47.15' LT STAR 201+20.54, 100.42' LT 54 54.04 83.50 3TG4'43' 28.00 1 PCC STA R 200+85.99, 47.15' LT PCC STA A 20+89.20, 52.96' RT STA R 201+31.42, 117.20' LT LEGEND: SCALE ® CURVE ID -F-F- FILL LINE RIGHT OF WAY < - - <--- DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN AND AS DIRECTED 0 BY RESIDENT ENGINEER x XX.XX SPOT ELEVATION 14XX.XX, FINISHED GRADE AT FLOW LINE MATCH EXISTING 1/2 DELTA OF CURVE 71/4 1 LTA OF CURVE ROUNDABOUT 1/8 DELCURVE 6 1/16 DELTA OF E ANGLE POINT KLT MAY NOT TO SCALE REVISIONS SCALE IN FEET No. REV BY DESCRIPTION APPR DATE 20 0 APPROVED BY: QpOFESSTO �`F C 77191 a 20 40 KLT MAY NOT TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC GRADING PLAN IIIISHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: QpOFESSTO �`F C 77191 a RANCHO CALIFORNIA ROAD AT ANZA ROAD 33 CINDI WACHI 9-29-11 E .12/31/12 1>9.d•. n6 9-26-11 * PREPARED BY: DATE `? ,AT REID TON �Tf 728 134TH34TH SST STE 200 ROUNDABOUT SHEET 1 3 PROJECT MANAGER DATE ��R EVERET7. WA 98282 04 RELATIVE BORDER SCALE 0 1 2 3 USERNAME-1tUSER WO H9-0957 COUNTY T.^, IN IVCF73 L_L_�-_L_ I i I DGN FILE d $REQUEST FILE NO. 955 1�i° 0 .36 MODIFY RAMP, 3x10' CONTRAC ;SIO. C.C.A. DAT P ( NhNr $DATE $TIME $FREDUEST $USER ROADWAY WIDENED 40.7 40.71 1/2 40.1 PCC e_ PRC STAMPED CONCRETE 0 STAR 201+01.82 0.21' RT 41.06 0 AP LANDSCAPING R 2o3+so, -15'8 27.00' LT 40.17 40.28 40.807,5 40.93 A, 20 R 27541+ 79.53, 1/4 1%2 8 4� P00.58 R 202+75, 28 61+00, R 203+25, AP F F F F F F� 29.42' LT 0 27.80' LT IF F F F- 0 El 1. DIMENSIONS ARE TO FACE OF CURB 2. SEE PAVING PLAN, SITE PREPARATION PLAN AND TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL PAVING LIMIT INFORMATION. 3. SEE SHEET L1 FOR MONUMENTATION INFORMATION. DID NOT CONSTRUCT 0 R 206+00, 16.80' LT - v S F-F-FF-F�F__.F�F__F�F-F-_F- ME a ----� 41.32 -_ F 40.12 *p 41.14 41.24 R 203+04.37, 41.19 41.45 41.73 RC 49 40.78 40.91 41.05 R 202+62.51, R 202+83.44, 10.46' LT R 203+75, R 204+00, R 20 +25, 42.00 42.14 42.2fi 42.37 40.57 38 1/2 1 4 PC 11.82' LT 11.14' LT 41.42 26.19' LT 25.38' LT 24.57} LT R 20}+50, R 204+75, R 205+00, R 205+25, 42.59 42.77 40. 4PT0.29 40.43RC 1 4 O PT 37 RCCB 1/26 23.76 LT 22.95' LT 22.14' LT 21.33' LT 20.52' L� 19705 75, - 3g PRC 202+00 203+00 ® R1203+75 204+00 N 48'22'29" E 205y+00 206+00 39.97 39.98 i5 41.08 41.34 - R LINE 207.10'-442.61- 42.73 '42.83 42.93 4303 43.10 PT 40 4B 4 .43 43 1/2 39.a6 39.56 38.77 R.1302LT 0 R.16�2LT 8 RA ����ALI �p;gQQ�� RO, Q23Q3LT D' 8,2543 725' PC 42.09 42.35 R 204+50 R 204+75 R 205+00 R 205+25 R 205+50 R 205+ 5 83206+00, +SB; W2015, R 204+00 R 204+25 78 42 PT' '� 1887' RT 1.18 LT 1.20' LT RANCHO CALIFORNIA ROAD ME A6 1�2 -F-F-F F- -F F -F F -F F- -F F -F F -F F- -F F -F F -F F -F F- 40.56 40' 40.79 1/2 PRC 39. 38.99 39.90 40.02 40.27 40.53 40.79 41.05 41.31 41.56 41.83 42.09 42.21 42.31 42.41 42.51 42.58 F'CC R 201 R 201+83.73, R 202+25, R 202+50, R 202+75, R 203+00, R 203+259 R 203+50, R 203+75, R 204+00, R 204+25, R 204+50, R 204+75, R 205+00, R 205+25, R 205+50, R 205+75, 41.18 F 24.40' RT 28.22' RT 19.84' RT 19.82' RT 19.80' RT 19.77' RT 19.75' RT 19.72' RT 19.70' RT 19.60' RT 19.58' RT 19.55' RT 19.45' RT 19.50' RT 42.20 _______, 19.67 __.._.._19.65' RT 19.63'87 '0 1/2 F'F� 15,8 AP R 206+00, 24.40" RT 3&50 �.. ..�-..�-..f-----..---..�..�_..�..�_ .E-..�..�..�..�..�..�..�_...E ME - 37.53 AP DEPRESSION R 201+11.38, 46.37' RT 0 STA R 200+91.65 0.' 37.16 38.02 AP R .64' RT.55, R .10' RT CURVE CURVE SHORTENED 49.64' RT 42.10' RT 0 DUE TO ADJUSTED CURB LINE - SEE CURVE TABLE CURVE TABLE CENTER POINT NUMBER LENGTH RADIUS DELTA TANGENT STATION, OFFSET STATION, OFFSET STATION, OFFSET 37 23.35 150.00 08'55'05" 11.70 PCC STA R 203+48.48, 7.22' LT PT STA R 203+25.29, 9.79' LT STA R 203+20.44, 140.14' RT 38 105.92 499.00 12'09144" 53.16 PC STA R 202+41.59, 12.49' LT PRC STA R 201+36.15, 4.70' LT STA R 202+25.45, 486.24' RT 39 33.76 101,00 19'09'12" 17.04 PRC STA R 201+36.15, 4.70' LT PT STA R 201+02.56, 3.84' LT STA R 201+16.82, 103.85' LT 40 28.74 101,00 16'18'17" 14.47 PC STA R 200+92.74, 5.74' LT PRC STA R 200+66.17, 16.44' LT STA R 201+16.82, 103.85' LT 41 22.86 77.00 1700'31' 11.51 PRC STA R 200+63.93, 14.96' LT PRC STA R 200+63.44, 7.81' RT STA R 199+87.55, 5.21' LT 42 26.19 421.00 03'33'53" 13.10 PRC STA R 200+67.11, 11.23' RT PT STA R 200+92.72, 5.73' RT STA A 15+79.83, 167.58' RT 43 1 65.54 1 421.00 08'55'12" 32.84 PC STA R 201+02.580 4.06' RT PT STA R 201+67.85, 1.10' LT STA R 201+68.26, 419.90' RT 44 8.76 3.00 16715'45" 26.88 PC STA R 203+48.02, 1.28' LT PCC STA R 203+48.48, 7.22' LT STA R 203+47.92, 4.27' LT 45 45.27 406.00 06"23'17' 22.66 APC STA R 201+22.70, 16.47' RT PT STA R 201+67.87, 13.90' RT STA A 15+79.83, 167.58' RT 46 63.09 175.00 2712016' 4234 PCC STA R 200+45.37, 44.68' RT PCC STA R 201+2270, 16.41 RT STA A 18+65.36, 111.44' RT 47 48.05 148,50 18032'19" 24.24 PCC STA R 200+60.70, 46.41' RT PCC STA R 201+06.21, 31.32' RT STA A 18+21.82, 129.27' RT 48 76.70 517.00 08030'00" 38.42 PC STA R 202+42.16, 30.49' LT PT STA R 201+65.61, 27.28' LT STA A 15+13.39, 224.65' RT 49 25.13 514.00 02'48'04" 12.57 PC STA R 201+60.03, 23.58' LT PRC STA R 201+35.20, 19.77' LT STA A 15+13.39, 224.65' RT 50 62.18 82.00 4X27'01' 32.67 PRC STA R 201+07.35, 2246' LT PCC STA A 20+55.20, 53.56' RT STAR 201+20.27, 103.45' LT 51 26.31 63.50 23'44'17" 13.35 PRC STA R 201+10.35, 37.75' LT PCC STA R 200+85.99, 47.15' LT STA R 201+20,54, 100.42' LT 54 54.04 83.50 3704'43" 28.00 PCC STA R 200+85.99, 47.15' LT PCC STA A 20+89.20, 52.96' RT STA R 201+31.42, 117.20' LT REVISIONS DESCRIPTION RIVERSIDE COUNTY TRANS LEGEND: ® CURVE ID -FF- FILL UNE ---- RIGHT OF WAY F- DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN AND AS DIRECTED BY RESIDENT ENGINEER xXX.XX SPOT ELEVATION 14XX.XX, FINISHED GRADE AT FLOW UNE M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE AP ANGLE POINT REID MIDDLETON, INC APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -XUSER IS IN INCHES I I DGN FILE -)$REQUEST SCALE IN FEET GRADING PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 COUNTY FILE No. SHEET No. I SHEET 14 OF 53 37.48 A 21+80.5815'R- 22.13 1+80.58_ 22.13 LT 15 R AP 37.12 37.33 34.81 3695 1/16 RC F F' A 26+00, 34.72 36.62 36.78 1%8 F� 14.87 RT 3483 36.45 1/16 �F ME _-._- F 1F16 F '3j �gF-_ 35.15 35.3147 3 35.7995 36.116 ���88 F 1/16 1/4 F F --F- 1/16 1/4 1/16 1/8 1/16 1/2 / F� FBF F PT'4 67 F F -F F -F F F -F F -F F t]Yl_ 00 A525+75 35.34 35 51 35.00 - 25+50 A 25+25 25+�0 A A624+50 A 26+D0, HNE ME A 25+00 ME L344.71 L34.93 F F Frr1/8 35.15 FBF 36.33 - -r A 24+00 PCCO® 36.51 36.70 58 PCC 1/2 1/8 !DATE $TIME SFREOLEST 23+00 63 1/ ��8' 1 a- -1-0 37 1/2 37.70 f 1/27 / 39.10 / PRC IN 3 /6 pNZA Kv1 v 20'R-/ 3RC ;l 0 F 52 F F 37.56 F A 21+80.58 15'R .60 36.65 37.15 37.51 22.13. LT 4 1/2 1/4 PC AP _ 32.98 A 21+36 04 LEGEND: SCALE ® CURVE -F-F- FILL LINE CURVE TABLE OF WAY E- E- DRAINAGE SWALE, GRADE FLO LINE TO DRAIN AND AS DIRECTI NTER POINT NUMBER LENGTH RADIUS DELTA TANGENT MATCH EXISTING STATION, OFFSET 1/2 DELTA OF CURVE STATION, OFFSET 1/4 DELTA OF CURVE 1/8 STATION, OFFSET 16 23.13 514.00 02'34'42" 11.57 PRC STA A 21+58.41, 14.76' LT PT STA A 21+81.10, 18.17' LT STA R 204+97.33, 220.96' LT 33 82.01 85.00 55'16'55" 44.51 PCC STA A 20+84.97, 40.77' LT PRC STA A 21+58.41, 14. STA A 21+45.12, 98.65' LT 35 48.11 83.50 3500'54" 24.75 PCC STA A 20+86.94, 65.37' LT PCC STA 21+23.70, LT STA A 21+51.19, 115.02' LT 52 11.61 68.50 09'42'38" 5.82 PCC STA A 21+23.70, 36.54' LT PRC STA A 21+ 33.47' LT STA A 21+46.40, 100.89' LT 53 59.12 203.50 16'38'47" 29.77 PCC STA A 20+89.20, 52.96' RT PRC STA 7.97, 39.69' RT STA R 202+44.21, 158.16' LT 55 74.43 210.00 2018'25" 37.61 PCC STA A 20+66.37, 43.87' RT PCC 21+38.52, 22.74' RT STA R 202+32.80, 157.88' LT 56 61.70 2999.00 01'10'44" 30.85 PCC STA A 23+68.48, 4.90' LT A A 23+07.06, 8.04' LT STA A 17+82.82, 2959.14' RT 57 150.35 499.00 1T15'47" 75.75 PCC STA A 23+07.06, 8.04' LT RC STA A 21+57.77, 0.56' RT STA A 22+70.13, 489.92' RT 58 31.76 101.00 18'01'10" 16.01 PRC STA A 21+57.77, 0.56' PT STA A 21+26.12, 0.74' RT STA A 21+41.42, 99.04' LT 59 28.78 101.00 16'19'30" 14.49 PC STA A 21+16.35, 1. PRC STA A 20+90.17, 12.86' LT STA A 21+41.42, 99.04' LT 60 24.22 77.00 18'01'22" 12.21 PRC STA A 20+87 1.46' LT PRC STA A 20+66.12, 12.59' RT STA A 20+11.22, 5.64' LT 61 26.65 276.00 05032'00" 13.34 PRC STA A 6, 16.17' RT PT STA A 21+16.01, 10.27' RT STA R 202+83.19, 159.46' LT 62 44.70 276.00 09'16'48" 22.40 PC STA 25.92, 8.62' RT PCC STA A 21+70.58, 5.02' RT STA A 21+74.06, 281.00' RT 63 216.56 2001.00 06'12'04" 108.39 PC A 21+70.58, 5.02' RT PRC STA A 23+87.55, 2.64' RT STA A 27+75.41, 1999.43' RT 64 8.15 2.75 16546'52" 30.76 STA A 23+87.55, 2.64' RT PCC STA A 23+87.98, 2.82' LT STA A 23+87.52, 0.11' LT 65 19.66 150.00 OT30'29" 9.8 PCC STA A 23+87.98, 2.82' LT PCC STA A 23+68.48, 4.90' LT STA A 23+61.08, 144.93' AT 66 39.85 286.00 OT58'58' PCC STA A 21+38.52, 22.74' RT PCC STA A 21+78.66, 19.93' RT STA R 203+08.45, 165.18' LT 67 11.51 1986.00 0019'55" 5.75 PCC STA A 21+78.66, 19.93' HT PT STA A 21+90.28, 19.81' RT STA R 220+06.86, 91.79' LT 68 374.73 1983.00 11'4 ' 187.92 PC STA A 21+96.39, 22.74' RT PT STA A 25+75.00, 18.55' RT STAR 220+06.86, 91.79' LT 69 269.86 3017.00 '30" 135.02 PCC STA A 23+08.05, 26.01' LT PT STA A 25+75.00 16.98' LT STAR 229+59.49, 212.35' RT 70 123.34 517.0 13'40'07" 61.96 PC STA A 21+86.51, 21.89' LT PCC STA A 23+08.05, 26.01' LT STAR 204+97.33, 220.96' LT !DATE $TIME SFREOLEST 23+00 63 1/ ��8' 1 a- -1-0 37 1/2 37.70 f 1/27 / 39.10 / PRC IN 3 /6 pNZA Kv1 v 20'R-/ 3RC ;l 0 F 52 F F 37.56 F A 21+80.58 15'R .60 36.65 37.15 37.51 22.13. LT 4 1/2 1/4 PC AP _ 32.98 A 21+36 04 LEGEND: SCALE ® CURVE -F-F- FILL LINE - - -RIGHT OF WAY E- E- DRAINAGE SWALE, GRADE FLO LINE TO DRAIN AND AS DIRECTI BY RESIDENT ENGINEER xXX.XX SPOT ELEVATION 14XX.XX, 20 FINISHED GRADE AT FLOW UNE M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE AP ANGLE POINT 40.1 PCC PRC 39.71 21 60 N 41732 4,. 371 R=4T -- �00 39.16 59 PRC 41.16 PRC 1.5'R // 38.65 39.52 1 4 41.25X + \73.11' LT MATCH EXISTING :DrYrCH3.38 A 21+24.43, A 21+10.29, 89.27, LT 109.39' LT 1. DIMENSIONS ARE TO FACE OF CURB 2. SEE PAVING PLAN, SITE PREPARATION PLAN AND TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL PAVING LIMIT INFORMATION. 3. SEE SHEET L1 FOR MONUMENTATION INFORMATION. / REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC REV BY DESCRIPTION APPR DATE APPROVED BY: QROFESSIO �B L S. C C ]]t$1 C[NDI WACHI 9-29-11 xR• lz/sl/lz � 1t�4 Pte, 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE 4?�r IV �aT REID MIDDLETON A�g 728 134TH ST SW, STE 200 fOF O EVERETT, WA 98204 $USER RELATIVE BORDER SCALE 0 1 2 3 USERNAME "RUSER IS IN INCHES I I DGN FILE ")$REQUEST PCC 5 5 SCALE IN FEET NOT TO SCALE 20 0 SHEET No. 20 40 I%CT MAP NOT TO SCALE GRADING PLAN SHEET No. RANCHO CALIFORNIA ROAD G4 �`- AT ANZA ROAD ROUNDABOUT SNEET 15 3 WO E19-0957 COUNTY BL15f, FILE No.9� u 5. .v0 p TF ' �. N ML 34.81 MA�x '�STAMP/ /eCONCREe39.671/237.48A 21+80.58 15•R 22.13 LTAPLANDSCAPING 37.33_ ea A 26+00, 34.72 36.62 JO,O 1/8 F� 14.87' RT 34 3 3499 35.15 35.31 35.47 35.63Z35.79 35.95 36.15 36.28 i6 �F 1/4 1/1=F FBF ME -F� F F-_ 1�8 1/16 1/4 1/16 1/816 1/2 1/16 1/8 / F F F 37.4EFBF F F -F 6 -F F -F F F"_�F 37.81 PT tImIIIIIIIIIIIIII 68 37.12 37.7 37.56 1/822 QI 26 QO 35.17 35.34 3551 36.43 36.61 36.42 23}Q0 63 1/2 _ ��- 35. A 25+50 A 25+25 25+0Q 35.86 36.04 36.21 24+00 PRC 1/9 1 4 _ �r 37.50 -`� - A 24+75 A 24+50 24+25 - 1 2 37.70 ME 6+00, ALINE 35.69T - - . - - 36.38 - - �- 36.99 1/8 34.77 A 25+00 A 24+00 PC 40 65 36.51 36.70 gg 36.89 37.0 3745 1/81 57 [M7 PCC 1/2 PCC 1/8 / ���{�• A 26+00, �F� 64 70 13.71' LT F�F F�- 7 69 ME 3 F F 1/8 35_ FBFpT 4. /4 F F F F_F_ -F-F FF FF 1/ 35.B 3 36.40 37.15 37.5' 1/ 1/2 1/8 1/4 1/8 PCC 1/4 1/2 1/4 PC- CURVE c-CURVE SHORTENED-/ DUE TO ADJUSTED CURB LINE - SEE CURVE TABLE a 0 b z SDATE $T2f (USER SFREDUEST REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCITES LEGEND* SCALE <2> CURVE ID -F-F- FILL LINE CURVE TABLE RIGHT OF WAY < F- DRAINAGE SWALE, GRADE FLOW 70 LINE TO DRAIN AND AS DIRECTED CENTER POINT NUMBER LENGTH RADIUS DELTA TANGENT MATCH EXISTING STATION, OFFSET STATION, OFFSET 1/4 1/4 DELTA OF CURVE STATION, OFFSET 16 10.79 514.00 01'11'08 5.39 PRC STA A 21+58.41, 14.76' LT PRC STA A 21+70.51, 18.67' LT STAR 204+97.33, 220.96' LT 33 46.58 120.00 1714'29' 23.59 PRC STA A 21+70.51, 16.67' LT PCC STA A 21+24.71, 19.39' LT STA A 21+54.07, 13546' LT 35 48.11 83.50 33'00'54" 24.75 PCC STA A 20+86.94, 65.37' LT PCC STA 21+23.70, 36.54' LT STA A 21+51.19, 115.02' LT 52 11.61 68.50 09'42'38" 5.82 PCC STA A 21+23.70, 36.54' LT PRC STA A 21+34.69, 33.47' LT STA A 21+46.40, 100.89' LT 53 59.12 203.50 16'38'47" 29.77 PCC STA A 20+89.20, 52.96' RT PRC STA A 21+47.97, 39.69' RT STA R 202+44.21, 158.16' LT 55 2588 210.00 07'0343" 12.96 PCC STA A 21+12.77, 27.51' RT PCC STA A 21+38.52, 22.74' RT STA R 202+32.80, 157.88' LT 56 61.70 2999.00 1 01'10'44" 30.85 PCC STA A 23+68.48, 4.90' LT PCC STA A 23+07.06, 8.04' LT STA A 17+82.82, 2959.14' RT 57 150.35 499.00 17'15'47" 75.75 PCC STA A 23+07.06, 8.04' LT PRC STA A 21+57.77, 0.56' RT STA A 22+70.13, 489.92' RT 58 31.76 101.00 18'01'10" 16.01 PRC STA A 21+57.77, 0.56' RT PT STA A 21+26.12, 0.74' RT STA A 21+41.42, 99.04' LT 59 28.78 101.00 1619'30" 14.49 PC STA A 21+16.35, 1.36' LT PRC STA A 20+90.17, 12.86' LT STA A 21+41.42, 99.04' LT 60 1 24.22 77.00 18'01'22" 12.21 PRC STA A 20+87.89, 11.46' LT PRC STA A 20+86.12, 12.59' RT STA A 20+11.22, 5.64' LT 61 26.65 276.00 05'32'00" 13.34 PRC STA A 20+89.86, 16.17' RT PT STA A 21+16.01, 10.27' RT STA R 202+83.19, 159.46' LT 62 44.70 276.00 09'16'48" 22.40 PC STA A 21+25.92, 8.62' RT PCC STA A 21+70.58, 5.02' RT STA A 21+74.06, 281.00' RT 63 216.56 2001.00 06'12'04" 108.39 PCC STA A 21+70.58, 5.02' RT PRC STA A 23+87.55, 2.64' RT STA A 27+75.41, 1999.43' RT 64 8.15 2.75 1 169446'52" 30.76 PRC STA A 23+87.55, 2.64' RT PCC STA A 23+87.98, 2.82' LT STA A 23+87.52, 0.11' LT 65 19.66 150.00 0730'29" 9.64 PCC STA A 23+87.98, 2.82' LT PCC STA A 23+68.48, 4.90' LT STA A 23+61.08, 144.93' RT 66 39.85 286.00 0758'58" 19.96 1 PCC STA A 21+38.52, 22.74' RT PCC STA A 21+78.66, 19.93' RT STA R 203+08.45, 165.18' LT 67 11.51 1986.00 00'19'55" 5.75 PCC STA A 21+78.66, 19.93' RT PT STA A 21+901 19.81' RT STA R 220+06.86, 91.79' LT 68 374.73 1983.00 11'49'38• 187.92 PC STA A 21+96.39, 22.74' RT PT STA A 25+75.00, 18.55' RT STA R 220+06.86, 91.79' LT 69 269.86 3017.00 05'07'30" 135.02 PCC STA A 23+08.05, 26.01' LT PT STA A 25+75.00 16.99' LT STA R 229+59.49, 212.35' RT 70 123.34 517.00 13'40'07" 61.96 PC STA A 21+86.51, 21.89' LT PCC STA A 23+08.05, 26.01' LT STA R 204+97.33, 220.96' LT 331 30.78 82.00 213023' 1557 PCC STA A 21+24.71, 19.39' LT PCC STA A 20+97.63, 32.94' LT STA A 21+45.12 98.65' LT 338 6,784 17500 20'5402" 32.28 PCC STA A 20+97.63, 32.94' LT PGC STA R 199+19.470 53.13' RT STA A 21+95.48, 174.52' Ll - T554 554 65.21 150.00 24'5429" 33.13 PCC STA R 200+55.20, 53.56' LT PCC SA A 21+12.77, 27.51' RT STA R 201+74.241 144.83' LT a 0 b z SDATE $T2f (USER SFREDUEST REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCITES LEGEND* SCALE <2> CURVE ID -F-F- FILL LINE -- RIGHT OF WAY < F- DRAINAGE SWALE, GRADE FLOW 70 LINE TO DRAIN AND AS DIRECTED BY RESIDENT ENGINEER XXX.XX SPOT ELEVATION 14XX.XX, FINISHED GRADE AT FLOW LINE M.E. MATCH EXISTING 1/2 1/2 DELTA OF CURVE 1/4 1/4 DELTA OF CURVE 1/8 1/8 DELTA OF CURVE 1/16 1/16 DELTA OF CURVE AP ANGLE POINT RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE / t37 PCC2 .6 F A 21+80.58 15'R \ F 22.13 LT AP MODIFY RAMP, 3'x 10' 32.98- A 2.98 A 21+3604 4018 y v CURVE SHORTENED PC 'vF DUE TO ADJUSTED SFS, CURB LINE SR 39.7 .16 0 ��'•- 39 z \' 73.1 LT MATCH � MATCH EXISTING DITCH 33.16 33.38) A 21+24.43, A 21+10.29, 89.27, LT 109.39' LT GENERAL NOTES: 1. DIMENSIONS ARE TO FACE OF CURB 2. SEE PAVING PLAN, SITE PREPARATION PLAN AND TYPICAL ROUNDABOUT SECTIONS FOR ADDITIONAL PAVING LIMIT INFORMATION. 3. SEE SHEET L1 FOR MONUMENTATION INFORMATION. REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 96204 -1 $REQUEST 39.95 PCC 39.59" s GRADING PLAN SHEET No. ticw RANCHO CALIFORNIA ROAD G4 0� AT ANZA ROAD ROUNDABOUT SHEET 15 v 53 WO B9-0957 COUNTY FILE No. 91 140 SCALE IN FEET 70 D 20 40 GRADING PLAN SHEET No. ticw RANCHO CALIFORNIA ROAD G4 0� AT ANZA ROAD ROUNDABOUT SHEET 15 v 53 WO B9-0957 COUNTY FILE No. 91 140 Ul J45a � gl S �14?7 i E w Ago z� o- 3cb 1p / �43� I/ v / e 1°39 b P P I \ Fl 1A�9 /F�9 1 1438 e IN 1A38�7g38 .nR REVISIONS BY 1 DESCRIPTION APPR $DATE $TIME $USER RELATIVE BORDER SCALE $FREOUEST IS IN INCHES 1442 I 1 RIVERSIDE COUNTY TRANS REID MIDDLETON, INC ppOFESSq APPROVED BY: AQgo LS. o nut CINDI WACH[ 9-29-11 '� Exp. 12/$1/u z D-"W..J.R P. .._ 9-26-11 PROJECT MANAGER DATE * PREPARED BY: DATE 4?4 CIVI REID MIDDLETON rE OF CAIS 728 134TH ST SW, STE 200 EVERETT. WA 98204 0 1 2 3 USERNAME -$USER IIIIIII DGN FILE-I$REQUEST LEGEND —F—F— FILL LINE 1 --- EXISTING CONTOUR 1440— PROPOSED CONTOUR GENERAL NOTES: 1. CONTOURS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DETAILED GRADING, SEE SHEETS G1 - G4. SCALE IAS FEET Wo 40 N gl S �14?7 i E w Ago z� o- 3cb 1p / �43� I/ v / e 1°39 b P P I \ Fl 1A�9 /F�9 1 1438 e IN 1A38�7g38 .nR REVISIONS BY 1 DESCRIPTION APPR $DATE $TIME $USER RELATIVE BORDER SCALE $FREOUEST IS IN INCHES 1442 I 1 RIVERSIDE COUNTY TRANS REID MIDDLETON, INC ppOFESSq APPROVED BY: AQgo LS. o nut CINDI WACH[ 9-29-11 '� Exp. 12/$1/u z D-"W..J.R P. .._ 9-26-11 PROJECT MANAGER DATE * PREPARED BY: DATE 4?4 CIVI REID MIDDLETON rE OF CAIS 728 134TH ST SW, STE 200 EVERETT. WA 98204 0 1 2 3 USERNAME -$USER IIIIIII DGN FILE-I$REQUEST LEGEND —F—F— FILL LINE 1 --- EXISTING CONTOUR 1440— PROPOSED CONTOUR GENERAL NOTES: 1. CONTOURS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DETAILED GRADING, SEE SHEETS G1 - G4. CONTOUR GRADING RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 SCALE IN FEET Wo 40 0 or 40 hC CONTOUR GRADING RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 SHEET No. Wo or SG 5 1 6 3 SHEET TY mvl�l w 20 Iv o. ajA ROADWAY WIDENED MODIFY RAMP, 3'x 1 O' OF N ��j ODIFY RAMP,JlxlI I� •O.D WIDENED qw MODIFY RQP, / I 40 —F—F— —F— FILL LINE -------1440---- EXISTING CONTOUR —1440— PROPOSED CONTOUR GENERAL NOTES: 1. CONTOURS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DETAILED GRADING, SEE SHEETS G1 — G4. MODIFY RAMP, 3'x 10 ; ' 9 Foy \' •. TRUNCATED DOMES ONLY, F�9 \ 9W TYP ALL ROMPS �,h / 4 AA Ar �tip36� lan�6 F F q39 a A�^..,�la�'� b� o �� `� 3 •0 I F v ( `V / SCALE IN FEET oDID NOT CONSTRUCT � ' ,a'�s OQ' — a o< � '9p �^ rAF p°v \\ 40 G 40 eo A OVERSIDE DRAIN OAF 43�_, —� ROADWAY WIDENED �� �O0 7g36 rb .tia Mme' , ./� DID NOT CONSTRUCT a aa� 40 vA a / 0 6 �a� OVERSIDE DRAINQN �A3 w \\ REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC CONTOUR GRADING PLAN SHEET No. - REV BY DESCRIPTION APPR DATE APPROVED BY: E RANCHO CALIFORNIA ROAD 35 cINDI WACHI 9-29-11 AT A N Z A ROAD PROJECT MANAGER DATE PREPARED BY: DATE ROUNDABOUT 7EID MI 28 134THLETON ST SW, STE 200 SHEET 16 w 53 S EVERETT, WA 98204 z wATE (TIME LASER RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER WO B9-0957 COUNTY"`yMe ZG IFREOL/�EST IS IN INCHES I i I i I i I DGN FILE -) LREQUEST FILE NO. SVW HH —p—p P ----P p 00 \ w W w w 194+00 R W W W W W In p — W W W 195+00 N aazz'zs E 1581.00' W W— ion}----e--ioh)#off-b�.v P -- P P P P P P O F— F— F_F__F�F_F_-F_F_F._�F—F� ca o I� T T T T T O 1 T T T T GENERAL NOTES: 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH BASINS ARE MEASURED ALONG THE FLOW LINE TO THE mA CENTER POINT OF THE GRATE AT THE FACE OF CURB. djW LOCATIONS OF MANHOLES ARE MEASURED TO THE OF THE STRUCTURE. 2. SEE STORM DRAINAGE PROFILE SHEETS RAINAGE PROFILES AND DETAILS. 3. ALL PROPOSED UTILITY CROS ARE SHOWN ON STORM DRAINAGE PROFILE SHEET ESS NOTED OTHERWISE. 4. ALL EXISTING UTI UST BE FIELD VERIFIED FOR EXACT LOCATIONS FO UTILITY CROSSING. 5. SEE G SHEETS FOR DRAINAGE SWALE INFORMATION. 6. DPE PIPE TYPE S TO BE ENCASED IN 3 SACK ONCRETE SLURRY PER DETAIL ON SHEET SDP2. SCALE IN STORM DRAINAGE NOTES: SHEET No. 20 m CONSTRUCT CURB INLET CATCH BASIN CB -9 PER RIVERSIDE 20 40 � COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.39', ---sa EXISTING STORM PIPE I I -fon) STA R 198+38.76, 9.54' RT, I.E.=34.34. CONNECT TO 180 EXI OWER HDPE, PROFILE C. P PROJECT MANAGER DATE 2❑ CONSTRUCT CURB INLET CATCH BASIN CB -10 PER RIVERSIDE T EXISTING TELEPHO NE EVERETT, WA 98204 COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.42', TO DRAIN, AND AS DIRECTE RELATIVE BORDER SCALE 0 1 2 3 STA R 198+28.36, 21.96' LT, I.E.=34.24 (S), 34.17 (E). —UD UNDERDRAIN DGH FILE -)!REQUEST CONNECT TO 18" HDPE, PROFILE C. ® CURB INLET CATCH BASIN 31 CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D851 HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) STA R 198+09.08, 54.99' LT (CENTER OF BOX CULVERT). ® PRECAST REINFORCED CONCRETE BOX °® Q CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, STA R 198+46.75, 54.99' RT (CENTER OF BOX CULVERT). 5l CONSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET SDP3, STA R 198+09.08, 54.99' LT, 6'x10'x2'. © CONSTRUCT 3'x2' PRECAST REINFORCED CONCRETE BOX WITH METHOD 2 BACKFILL PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 390-0, STA R 198+46.75, 54.99' RT, I.E.=34.67 TO o STA R 198+09.08, 54.99' LT, I.E.=34.26, PROFILE E. 0 7❑ CONSTRUCT MANHOLE NO. 1 MH -3 PER RIVERSIDE COU FLOOD CONTROL STANDARD MI -1251, LENGTH: 4.00', H 4.10', STA R 199+04.36, 24.57' LT, I.E.=34.15 8 32.99 (E & N). CONNECT TO 18" HOPE, PR A & B. a 8 CONSTRUCT MANHOLE NO. 1 MH -4 PE RSIDE COUNTY Y FLOOD CONTROL STANDARD MH251 TH: 4.00', HEIGHT: 4.17', STAR 198+95.29, 47.1 I.E.=32.93 (S), 32.32 (N), 33.84 (W). CONNECT 8° AND 24" HDPE, PROFILES o A,B&C. a CONSTRUCT 4' CAST REINFORCED CONCRETE BOX. SEE SHEET OR BOX INFORMATION. E 10 GU PRESSION CASE C PER RIVERSIDE COUNTY ARD NO. 311. SEE PAVING SHEETS FOR STATION ORMATION. 11 FIELD FIT DRAINAGE SWALE LOCATION TO MATCH NATURAL DRAINAGE COURSE. $DATE $TIME $USER $FRE"ST In p — W W W 195+00 N aazz'zs E 1581.00' W W— ion}----e--ioh)#off-b�.v P -- P P P P P P O F— F— F_F__F�F_F_-F_F_F._�F—F� ca o I� T T T T T O 1 T T T T GENERAL NOTES: 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH BASINS ARE MEASURED ALONG THE FLOW LINE TO THE mA CENTER POINT OF THE GRATE AT THE FACE OF CURB. djW LOCATIONS OF MANHOLES ARE MEASURED TO THE OF THE STRUCTURE. 2. SEE STORM DRAINAGE PROFILE SHEETS RAINAGE PROFILES AND DETAILS. 3. ALL PROPOSED UTILITY CROS ARE SHOWN ON STORM DRAINAGE PROFILE SHEET ESS NOTED OTHERWISE. 4. ALL EXISTING UTI UST BE FIELD VERIFIED FOR EXACT LOCATIONS FO UTILITY CROSSING. 5. SEE G SHEETS FOR DRAINAGE SWALE INFORMATION. 6. DPE PIPE TYPE S TO BE ENCASED IN 3 SACK ONCRETE SLURRY PER DETAIL ON SHEET SDP2. O 0 a T t T �F� T 0 O O O SCALE IN FEET SHEET No. 20 D EXISTING WATER LINE 20 40 � I 1 ---sa EXISTING STORM PIPE I I -fon) O 0 a T t T �F� T 0 O O O Im n W =JON— — P P I w\✓ / T\G1 MAP NOT TO SCALE REVISIONS i 1 LEGEND: RIGHT OF WAY REID MIDDLETON, INC STORM DRAINAGE P3%L, SHEET No. EXISTING WATER LINE � I 1 ---sa EXISTING STORM PIPE I I -fon) ING OVERHEAD POWER EXI OWER P PROJECT MANAGER DATE EXISTING GAS I G T EXISTING TELEPHO NE EVERETT, WA 98204 E— • • � DRAINAGE SWALE, GRAD LINE TO DRAIN, AND AS DIRECTE RELATIVE BORDER SCALE 0 1 2 3 RESIDENT ENGINEER —UD UNDERDRAIN DGH FILE -)!REQUEST MANHOLE \\ ® CURB INLET CATCH BASIN COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION Im n W =JON— — P P I w\✓ / T\G1 MAP NOT TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE P3%L, SHEET No. '.Y DESCRIPTION APPR DATE CINDI WACHI 9-29-11 OFESS APPROVED BY: % Expe1%31/12 A Dw%x ,kk per- 9-26-11 * * PREPARED BY: DATE �?�tT REID MIDDLETON �Tf OF 728 134TH ST SW, STE 200 �`. RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT sREEr 7 PROJECT MANAGER DATE EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -XUSER WO B9-0957 COUNTY"jrw IS IN INCHES I I I I I I I DGH FILE -)!REQUEST FILE No.95F:;;;� I$ _ p ___-- p LJ P _.__ P P ao \ W– —w w —w -{on)------e--{oh)---a--{on b-- P--- P P P P D/D NOT CONSTRUCT OVERSIDE DRA/N F—F—F— w —W-- w w w ---'w _-. MODIFY RAMP, 3'x 10' \ 6 MODIFY LOCAL `� C - - - - - DEPRESSION ---{ohF--�--e- 2 10 P----- P— P P -- P -F--F—F- F—F—FBF— F� F�F �F m1 CONSTRUCT CURB INLET CATCH BASIN CB -9 PER RIVERSIDE 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH M. COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.39', 194+00 195+00 N 48'22'29" E 196+00 197+00 198+ CENTER POINT OF THE GRATE AT THE FACE OF CURB. THE HDPE, PROFILE C. 158100.' LOCATIONS OF MANHOLES ARE MEASURED TO THE CENTER OF 0 THE STRUCTURE. a2 CONSTRUCT CURB INLET CATCH BASIN CB -10 PER RIVERSIDE 19 +00 FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: - W— w w w w w w w w w ---- bM4CHO--CALWFORNiA -ROAD - w w--__ --- ------ T 7— T T— T 7 T 7 T 7 T T T —T—T T T T T_—_ T --T--- T T T F Fes' 3. ALL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM 4.17', STA R 198+95.29, 47.18' LT, I.E.=32.93 (S), 32.32 DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. F CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, A, B&C. STA R 198+09.08, 54.99' LT (CENTER OF BOX CULVERT). 4. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED FOR EXACT g❑ CONSTRUCT 4'x2' PRECAST REINFORCED CONCRETE BOX. LOCATIONS FOR EACH UTILITY CROSSING. 4❑ CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, E 10 GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STA R 198+46.75, 54.99' RT (CENTER OF BOX CULVERT). 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. 5❑ CONSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET DID NOT CONSTRUCT MODIFY LOCAL SDP3, STA R 198+09.08, 54.99' LT, 6'x10'x2'. CONCRETE SLURRY PER DETAIL ON SHEET SDP2. OVERSIDE DRAIN DEPRESSION - - DRAINAGE COURSE. 1 10 I I STORM DRAINAGE NOTES• GENERAL NOTES• I I m1 CONSTRUCT CURB INLET CATCH BASIN CB -9 PER RIVERSIDE 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.39', G BASINS ARE MEASURED ALONG THE FLOW LINE TO THE WORKS CONSTRUCTION NO. 390-01 STA R 198+38.76, 9.54' RT, I.E.=34.34. CONNECT TO 18" CENTER POINT OF THE GRATE AT THE FACE OF CURB. THE HDPE, PROFILE C. STA R 198+09.08, 54.99' LT, I.E=34.26, PROFILE E. LOCATIONS OF MANHOLES ARE MEASURED TO THE CENTER OF 0 THE STRUCTURE. a2 CONSTRUCT CURB INLET CATCH BASIN CB -10 PER RIVERSIDE FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.42', 2. SEE STORM DRAINAGE PROFILE SHEETS FOR DRAINAGE STA R 198+28.36, 21.96' LT, I.E.=34.24 (S), 34.17 (E). PROFILES AND DETAILS. CONSTRUCT MANHOLE NO. 1 MH -4 PER RIVERSIDE COUNTY CONNECT TO 18" HDPE, PROFILE C. 3. ALL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM 4.17', STA R 198+95.29, 47.18' LT, I.E.=32.93 (S), 32.32 DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. 3❑ CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, A, B&C. STA R 198+09.08, 54.99' LT (CENTER OF BOX CULVERT). 4. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED FOR EXACT g❑ CONSTRUCT 4'x2' PRECAST REINFORCED CONCRETE BOX. LOCATIONS FOR EACH UTILITY CROSSING. 4❑ CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, E 10 GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STA R 198+46.75, 54.99' RT (CENTER OF BOX CULVERT). 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. 5❑ CONSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET 6. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK SDP3, STA R 198+09.08, 54.99' LT, 6'x10'x2'. CONCRETE SLURRY PER DETAIL ON SHEET SDP2. 01 T $DATE $TIME $USER 2FWOUu ST SCALE IN FEEF 0 20 REVISIONS 0 16%Z Il 4 � — - - — RIGHT OF WAY w EXISTING WATER LINE MODIFY RAMP, 3 x lO ; \ ---aa EXISTING STORM PIPE I I TRUNCATED DOMES ONLY, --(oh) EXISTING OVERHEAD POWER TYP ALL RAMPS P EXISTING POWER G -- EXISTING NATURAL GAS I r EXISTING TELEPHONE LINE E— • • f-- DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN, AND AS DIRECTED BY RESIDENT ENGINEER —UD UNDERDRAIN ® MANHOLE 13 CURB INLET CATCH BASIN ca COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS REID MIDDLETON, INC APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME •SUSER IS IN INCHES I i I i I i I DON FILE •)$REQUEST ROADWAY WIDENED STORM DRAINAGE PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT FIL SHEET No. �S D 1 SHEET i 7 OF 53 k © CONSTRUCT 3'x2' PRECAST REINFORCED CONCRETE BOX WITH METHOD 2 BACKFILL PER STANDARD PIANS FOR PUBLIC G WORKS CONSTRUCTION NO. 390-01 STA R 198+46.75, 54.99' RT, I.E.=34.67 TO STA R 198+09.08, 54.99' LT, I.E=34.26, PROFILE E. 0 0 7❑ CONSTRUCT MANHOLE NO. 1 MH -3 PER RIVERSIDE COUNTY w FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 4.10', STA R 199+04.36, 24.57' LT, I.E.=34.15 (S), 8 32.99 (E & N). CONNECT TO 18" HDPE, PROFILES A & B. an CONSTRUCT MANHOLE NO. 1 MH -4 PER RIVERSIDE COUNTY Y FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 4.17', STA R 198+95.29, 47.18' LT, I.E.=32.93 (S), 32.32 8 (N), 33.84 (W). CONNECT TO 18" AND 24" HDPE, PROFILES 20 A, B&C. g❑ CONSTRUCT 4'x2' PRECAST REINFORCED CONCRETE BOX. � - SEE SHEET SD2 FOR BOX INFORMATION. REV BY E 10 GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY r STANDARD NO. 311. SEE PAVING SHEETS FOR STATION INFORMATION. Y 11 FIELD FIT DRAINAGE SWALE LOCATION TO MATCH NATURAL o DRAINAGE COURSE. 01 T $DATE $TIME $USER 2FWOUu ST SCALE IN FEEF 0 20 REVISIONS 0 16%Z Il 4 � — - - — RIGHT OF WAY w EXISTING WATER LINE MODIFY RAMP, 3 x lO ; \ ---aa EXISTING STORM PIPE I I TRUNCATED DOMES ONLY, --(oh) EXISTING OVERHEAD POWER TYP ALL RAMPS P EXISTING POWER G -- EXISTING NATURAL GAS I r EXISTING TELEPHONE LINE E— • • f-- DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN, AND AS DIRECTED BY RESIDENT ENGINEER —UD UNDERDRAIN ® MANHOLE 13 CURB INLET CATCH BASIN ca COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS REID MIDDLETON, INC APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME •SUSER IS IN INCHES I i I i I i I DON FILE •)$REQUEST ROADWAY WIDENED STORM DRAINAGE PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT FIL SHEET No. �S D 1 SHEET i 7 OF 53 k T w w 0 rel Mw Obscured Area ------------------------------------ Obscured Area a G r� �F(..::-:::F��'—�r,-0-flF--F�F�F__F�F 0 _TF F F—'F_F__F_�F_ w -y w ROAD w w— F—F—F—F 0h -e - '.i- --e— {o e ' —{ hF---e-- hl ----e 1 - / 2 8� - - — GENERAL NOTES: tl / 1. THE LOCATIONS OF CURB OMBINATION INLET CATCH BASINS ARE MEASURED G THE FLOW UNE TO THE CENTER POINT OF RATE AT THE FACE OF CURB. THE 4 LOCATIONS OF LES ARE MEASURED TO THE CENTER OF / THE STRUCT 2. SEE DRAINAGE PROFILE SHEETS FOR DRAINAGE P S AND DETAILS. . ALL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. 4. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED FOR EXACT LOCATIONS FOR EACH UTILITY CROSSING. 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. 6. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. Q CONSTRUCT CURB INLET CATCH BASIN CB -1 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.39', STA A 18+65.51, RT, IE: 35.48. CONNECT TO 18" HDPE, PROFILE B. 0 CONSTRUCT CURB INLET CATCH BASIN CB -2 PER RIVERSIDE NTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.40', ST 8+55.45, 24.91' LT, IE: 35.37(E), 35.31(N). CONNECT TO 18" HDPE ILE B. 3❑ CONSTRUCT TYPE D WINGWALLPER CALTRAN D85, STA A 18+72.07, 36.38' RT (CENTER OF BOX CULVERT). 4Q CONSTRUCT 4'x2' PRECAST REIN F CONCRETE BOX WITH METHOD 2 BACKFILL PER STANDARD PLA R PUBLIC WORKS CONSTRUCTION NO. 390-0, STA A 18+72.07 . 8' RT, IE: 35.98 TO STA A .06, 76.10' LT, IE: 35.12, PROFILE F. Q CONSTRUCT J N STRUCTURE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUC 0. 333-2, STA A 19+42.89, 2.52' RT, IE: 35.90. SEE SHEET FOR DIMENSIONS. 6 R DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. EE PAVING SHEETS FOR STATION INFORMATION. SCALE IN FEET 20 0 20 40 REVISIONS "$DATE $TWE $USER RELATIVE BORDER SCALE $FRE ST IS IN INCHES /`O o G G �F. �F�F.�FIr—. _ ... 1 N 41'43'06" W 1.Arvv A U 732.29' w0011111w w -w w w— mam _F F—F—F--F-- F—F—F O --<_- �-:-+=. •W_--i4nr� = • • {4h1 e_—.��o z= .bion) ---i9-. KtT MAY NOT TO SCALE RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE MILL. SHEET No. V110 ESS APPROVED BY: Ls RANCHO CALIFORNIA ROAD C M91 SD2 op CINDI WACHI 9-29-11 Exp. 12/31/12 A (i�.yJM-.A('(?1— 9-26-11 AT ANZA ROAD PROJECT MANAGER DATE *?PREPAREDDBY: DATE ROUNDABOUT 9Tf OF11 FS728 134TH ST SW, STE 200 srveer 3 EVERETT, WA 98204 0 1 2 3USERNAME -XUSER WO B9-0957 COUNTY �ur!!RR''��17174 aiaanow ;"°� I 1 I 6 1 1 I DCN PILE-)fREOUEST FILE Na. LEGEND* - — RIGHT OF WAY EXISTING WATER UNE ---ad ISTING STORM PIPE E OVERHEAD POWER P EXISTING R EXISTING NATU G EXISTING TELEPHONE T E-- F— DRAINAGE SWALE, GRADE FL E TO DRAIN, AND AS DIRECTED B RESIDENT ENGINEER UD UNDERDRAIN MANHOLE Q CURB INLET CATCH BASIN COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX ROCK SLOPE PROTECTION KtT MAY NOT TO SCALE RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE MILL. SHEET No. V110 ESS APPROVED BY: Ls RANCHO CALIFORNIA ROAD C M91 SD2 op CINDI WACHI 9-29-11 Exp. 12/31/12 A (i�.yJM-.A('(?1— 9-26-11 AT ANZA ROAD PROJECT MANAGER DATE *?PREPAREDDBY: DATE ROUNDABOUT 9Tf OF11 FS728 134TH ST SW, STE 200 srveer 3 EVERETT, WA 98204 0 1 2 3USERNAME -XUSER WO B9-0957 COUNTY �ur!!RR''��17174 aiaanow ;"°� I 1 I 6 1 1 I DCN PILE-)fREOUEST FILE Na. It >i T ROADWAY WIDENED w w 13 y % a Obscured Area -- -- l 0 e i0 f� i i i ROADWAY WIDENED N 8 STORM DRAINAGE NOTES: Fl CONSTRUCT CURB INLET CATCH BASIN CB -1 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.39', STA A 18+65.51, 7.01' 0 RT, IE: 35.48. CONNECT TO 18" HDPE, PROFILE B. 8 O2CONSTRUCT CURB INLET CATCH BASIN CB -2 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 4.40', STA A 18+55.45, 24.91' LT, IE: 35.37(E), 35.31(N). CONNECT TO 18" HDPE, PROFILE B. m CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, STA A 18+72.07, 36.38' RT (CENTER OF BOX CULVERT). ® CONSTRUCT 42' PRECAST REINFORCED CONCRETE BOX WITH METHOD 2 BACKFILL PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. R 390-0, STA A 18+72.07, 36.38' RT, IE: 35.98 TO STA A 21+05.06, 76.10' LT, IE: 35.12, PROFILE F. 0 CONSTRUCT JUNCTION STRUCTURE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 333-2, STA A 19+42.89, 2.52' RT, IE: 35.90. SEE N SHEET SDP3 FOR DIMENSIONS. © GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. SEE PAVING SHEETS FOR STATION INFORMATION. 0 z°j tDATE STIME SUSER I SFREWIEST –--------—--—------------------------- MODIFY RAMP, Obscured Area 3'x 10' G G G wT_ i�—t'wL F__F F F—_F_F FBF_—F.—,•---.F._ 18+00 N 41'43'08" W _ — 15+00 A LINE 732.29' ANDA ROAD w w w w— w w w w _ -- —F—FBF—F—F—F—F—F—F—F—F—F—F—F--F--F—F--F—F—F F F F F F C /MODIFY RAMP, 3'x 10' TF--- Vie.. f• ..'��)---. ��e-� • • �'� • •� a � Y`� • • — FEET MODIFY LOCAL 20 0 DEPRESSION 40 GENERAL NOTES: 20 LEGEND• 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH — — — RIGHT OF WAY — BASINS ARE MEASURED ALONG THE FLOW LINE TO THE CENTER POINT OF THE GRATE AT THE FACE OF CURB. THE W EXISTING WATER LINE LOCATIONS OF MANHOLES ARE MEASURED TO THE CENTER OF EXISTING STORM PIPE THE STRUCTURE. --(oh) EXISTING OVERHEAD POWER 2. SEE STORM DRAINAGE PROFILE SHEETS FOR DRAINAGE PROFILES AND DETAILS. EXISTING POWER P 3. ALL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM EXISTING NATURAL GAS DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. —__.. - EXISTING TELEPHONE LINE 4. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED FOR EXACT F— E— DRAINAGE SWALE, GRADE FLOW LINE LOCATIONS FOR EACH UTILITY CROSSING. TO DRAIN, AND AS DIRECTED BY RESIDENT ENGINEER 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. UD UNDERDRAIN 6. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. ❑O MANHOLE REVISIONS RELATIVE BORDER SCALE IS IN INCHES ❑p CURB INLET CATCH BASIN COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE 3 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT. WA 98204 USERNAME -SOBER DON FILE •) $REQUEST NO OV RSIDE DRAIN —w w- -T T_L. — T.__.. 14+00 -NO OVERSIDE DRAIN KILT MAY NOT TO SCALE'. STORM DRAINAGE PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT B9-0957 FILE SHEET No. ww SD2 SHEET 18 w 53 SCALE IN FEET 20 0 40 20 REVISIONS RELATIVE BORDER SCALE IS IN INCHES ❑p CURB INLET CATCH BASIN COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE 3 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT. WA 98204 USERNAME -SOBER DON FILE •) $REQUEST NO OV RSIDE DRAIN —w w- -T T_L. — T.__.. 14+00 -NO OVERSIDE DRAIN KILT MAY NOT TO SCALE'. STORM DRAINAGE PLAN RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT B9-0957 FILE SHEET No. ww SD2 SHEET 18 w 53 i Ix� 0 0 7 25 ---- -- ------------------------------------ F__�_. E_....F_..�..�..F_..F_..�_..E_..E_..F_..F --e -e T - P P _ P P P P P P P ---- P — F�F F— F—=�F—F---F F� m F —F FBF F__F� W W W W W W W--�— V h. 202+00 203+00 204+00 8.22'29• E R _ RAWJIO�C ALIFORNIIA ROAD LINE 4207.10' w w --w--w—w— w I 15 , IIII,I��' STORM DRAINAGE NOTES: a CONSTRUCT COMBINATION INLET CATCH BASIN No.1 CB -11 PER RIVERSIDE COUNTY STANDARD NO. 301, OPENING: 7.00', HEIGHT: 4.39', STA R 201+48.06, 14.41' RT, IE 35.57. CONNECT TO 18' HDPE, PROFILE A. 2❑ CONSTRUCT CURB INLET CATCH BASIN CB -12 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 5.12', STA R 201+34.890 19.72' LT, IE: 35.45(S), 35.39(W). CONNECT TO 180 HDPE, PROFILE A. l CONSTRUCT MANHOLE No. 1 MH -13 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 6.51', STA R 200+03.16, 26.19' LT, IE: 34.76(E), 33.27(W). CONNECT TO 18" HDPE, PROFILE A. 4l CONSTRUCT METAL FLARED END SECTION TYPE 111 PER CALT SP D94A, STA R 200+92.55, 49.64' RT. CONNECT TO HDPE, PROFILE G. Q GUTTER DEPRESSION CASE B PER RIVERSIDE STANDARD N0. 311. SEE PAVING SHEETS FOR STAT( ORMATION. © GUTTER DEPRESSION CASE C PER IDE COUNTY STANDARD NO. 312. SEE PAVING SH STATION INFORMATION. SDATE !TIME $USER IFREQUEST F —F —F —F—F— F— F— F— a rT T T T T TT T T— GENERAL NOTES: 1. THE LOCATIONS OF CURB AND COMBINATION INL CH BASINS ARE MEASURED ALONG THE FLOW LI THE CENTER POINT OF THE GRATE AT THE f CURB. THE LOCATIONS OF MANHOLES ARE MEAS 0 THE CENTER OF THE STRUCTURE. 2. SEE STORM DRAINAGE PR HEETS FOR DRAINAGE PROFILES AND DETAILS 3. ALL PROPOSED CROSSINGS ARE SHOWN ON STORM DRAINAGE P SHEETS, UNLESS NOTED OTHERWISE. 4. ALL NG UTILITIES MUST BE FIELD VERIFIED FOR EXACT ONS FOR EACH UTILITY CROSSING. . SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. 6, ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES — iche­-- 0 —iF — F — F— F F— F— F— F — F — F — F— F — F — F -- F— F— F— F— F l o TT T T T T T T T T T T- T T T T i T T T T T T T- - — ..F_..f_....F_..E_..F_..�..F�..E�..E_..E�..F_.. ---- - - - — RIGHT OF WAY w EXISTING WATER LINE Sd EXISTING STORM PIPE --fo EXISTING OVERHEAD POWER P (STING POWER GNATURAL GAS T EXISTING HONE LINE • • F— DRAINAGE SWA E FLOW LINE TO DRAIN, AND AS TED BY RESIDENT ENGINEER —IJD UNDERDRAIN ®MANHOLE ® CURB INLET CATCH BASIN COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS REID MIDDLETON, INC Qp0FE33p APPROVED BY: 0 L CINDI WACH[ 9-29-11 Exec 12/31/12 Am P..'A".kf Pr-- 9-26-11 PROJECT MANAGER DATE PREPARED BY: DATE `iREID MIDDLETON �TfOF GL 728 134TH ST SW, STE 200 EVERETT, WA 98204 0 1 2 3 USERNAME -AUSER I I I I I I I DON FILE -)$REQUEST STORM DRAINAGE RANCHO CALIFORNIA R AT ANZA ROAD ROUNDABOUT WO B9-0957 KLY MAN NOT TO SCALE SHEET No. )AD SD3 SHEET 19 3 COUNTY"`•"`0t FILE No. ric 1 �1 SCREE IN FEET 20 0 20 40 REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES — iche­-- 0 —iF — F — F— F F— F— F— F — F — F — F— F — F — F -- F— F— F— F— F l o TT T T T T T T T T T T- T T T T i T T T T T T T- - — ..F_..f_....F_..E_..F_..�..F�..E�..E_..E�..F_.. ---- - - - — RIGHT OF WAY w EXISTING WATER LINE Sd EXISTING STORM PIPE --fo EXISTING OVERHEAD POWER P (STING POWER GNATURAL GAS T EXISTING HONE LINE • • F— DRAINAGE SWA E FLOW LINE TO DRAIN, AND AS TED BY RESIDENT ENGINEER —IJD UNDERDRAIN ®MANHOLE ® CURB INLET CATCH BASIN COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX °® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS REID MIDDLETON, INC Qp0FE33p APPROVED BY: 0 L CINDI WACH[ 9-29-11 Exec 12/31/12 Am P..'A".kf Pr-- 9-26-11 PROJECT MANAGER DATE PREPARED BY: DATE `iREID MIDDLETON �TfOF GL 728 134TH ST SW, STE 200 EVERETT, WA 98204 0 1 2 3 USERNAME -AUSER I I I I I I I DON FILE -)$REQUEST STORM DRAINAGE RANCHO CALIFORNIA R AT ANZA ROAD ROUNDABOUT WO B9-0957 KLY MAN NOT TO SCALE SHEET No. )AD SD3 SHEET 19 3 COUNTY"`•"`0t FILE No. ric 1 �1 (DATE IFAEQUEST ROADWAY WIDENED MODIFY RAMP, 3'x 10' —F—�_ r=may• STORM DRAINAGE NOTES: Q1 CONSTRUCT COMBINATION INLET CATCH BASIN No.1 CB -11 PER RIVERSIDE COUNTY STANDARD NO. 301, OPENING: 7.00', HEIGHT: 4.39', STA R 201+48.06, 14.41' RT, IE 35.57. CONNECT TO 18" HDPE, PROFILE A. Q CONSTRUCT CURB INLET CATCH BASIN CB -12 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 4.00', HEIGHT: 5.12', STA R 201+34.890 19.72' LT, IE: 35.45(S), 35.39(W). CONNECT TO 18" HDPE, PROFILE A. 31 CONSTRUCT MANHOLE No. 1 MH -13 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 6.51', STA R 200+03.16, 26.19' LT, IE: 34.76(E), 33.27(W). CONNECT TO 18" HDPE, PROFILE A. Q4 CONSTRUCT METAL FLARED END SECTION TYPE III PER CALTRANS SP D94A, STA R 200+92.55, 49.64' RT. CONNECT TO 18" HDPE, PROFILE G. SO GUTTER DEPRESSION CASE B PER RIVERSIDE COUNTY STANDARD NO. 311. SEE PAVING SHEETS FOR STATION INFORMATION. © GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 312. SEE PAVING SHEETS FOR STATION INFORMATION. $TIME $USER I 0 —T. — T CB STD, 300 MODIFY RAMP, 3'x 10' ��.P��----P F/ w __ w W W— W --W W— ROAD F� DID NOT CONSTRUCT OVERSIDE DRAIN vF,—,F F- F— F__F� F --_Fr --F— F� F_ F— F 204 FOO IN 4V22'29" E 205y+00 206 00 T 4207 D W W —w— w -w-- --_.. H,.__ _ 4y _ _- -.. -w— r—F--F—F—F—F—F—F—F F—F—F—F—F— F—F—F—F—F—F—F—F F—F—F F—F T T T- o— T T j , T __ T _ i __ T—/ -i- T __ T _ T '.��..__ T .. �._-_— T_ T 7 T T T T .___. T T __ 1 _. T<---.-. p _. T -__. T _. _�`'� /-• ___—T— e-- MODIFY LOCAL T—MODIFYLOCAL----------—_-- -- DEPRESSION DID NOT CONSTRUCT GENERAL NOTES: LEGEND: OVERSIDE DRAIN 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH — - - — RIGHT OF WAY BASINS ARE MEASURED ALONG THE FLOW LINE TO THE W EXISTING WATER LINE CENTER POINT OF THE GRATE AT THE FACE OF CURB. THE LOCATIONS OF MANHOLES ARE MEASURED TO THE CENTER OF EXISTING STORM PIPE THE STRUCTURE. --(oh) EXISTING OVERHEAD POWER 2. SEE STORM DRAINAGE PROFILE SHEETS FOR DRAINAGE PROFILES AND DETAILS. - P EXISTING POWER 3. ALL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM G EXISTING NATURAL GAS DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. r EXISTING TELEPHONE UNE 4. ALL EXISTING UTIUTIES MUST BE FIELD VERIFIED FOR EXACT <— .. F– DRAINAGE SWALE, GRADE FLOW LINE LOCATIONS FOR EACH UTILITY CROSSING. TO DRAIN, AND AS DIRECTED BY 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. RESIDENT ENGINEER 6. ALL HOPE PIPE TYPE S TO BE ENCASED IN 3 SACK UD UNDERDRAIN CONCRETE SLURRY PER DETAIL ON SHEET SDP2. [2 MANHOLE ® CURB INLET CATCH BASIN cn COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX ROCK SLOPE PROTECTION SCALE IN FEET NOT TO SCALE 20 0 20 40 REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE PLAN SHEET No. IREVI BY I DESCRIPTION I APPR I DATE APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SOBER IS IN INCHES I i I i I i I DGN FILE •)$REQUEST RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 SD3 SHEET 19 of 53 urian. a 95s -HH —F— :�- F— T w F F law.rw: �F�F- I G=. F__F_F—_F—F RIGHT OF WAY EXISTING WATER LINE --ad ISTING STORM PIPE -(oh) T --- w P EXISTING NAT S G -- ---- ' -- EXISTING TELEPHON F F�F�F F—f—F—F—F F--F�F�F'-�F� W -- w ___ _ W W W W 22+00 Asph. 23+00 �F�F�F�F�F �F—F- F,Ff F r_F_-F .. ---{40)._ STORM DRAINAGE NOTES: 1a CONSTRUCT MANHOLE NO. 1 MH -5 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 4.71', STA A 21+77.81, 1.57' RT, IE: 31.82 (N&S). CONNECT TO 24" HDPE, PROFILE B. F2 CONSTRUCT MANHOLE NO. 1 MH -6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD MH251, LENGTH: 4.000, HEIGHT: 3.60', STA A 23+81.42, 0.28' LT, IE: 31.23 (N&S). CONNECT TO 24" HDPE, PROFILE B. 03 CONSTRUCT CURB INLET CATCH BASIN CB -7 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 7.00', HEIGHT: 4.75', STA A 25+69.05, 17.05' LT, IE: 31.06 (E), 30.67 (S), 30.54 (W). CONNECT TO 18" HDPE AND 24" HDPE, PROFILES 8 AND D. ® CONSTRUCT CURB INLET CATCH BASIN CB -8 PER RIVERSID COUNTY STANDARD NO. 300, OPENING: 10.00', HEIGHT: STA A 25+68.94, 19.12' RT, IE: 31.17. CONNECT HDPE, PROFILE D. 5❑ CONSTRUCT TYPE D WINGWALL PER CAL SP D85, STA A 21+05.06, 76.10' LT (CENTER OF LVERTT © CONSTRUCT ROCK SLOPE PON PER DETAIL ON SHEET SDP3, STA A 21+05.06 0' LT, 7'x10'x2'. 7a CONSTRUCT 4'x ' CAST REINFORCED CONCRETE BOX. SEE SHEET SD2 OX INFORMATION.' ©GUTT RESSION CASE C PER RIVERSIDE COUNTY STANDARD 1. SEE PAVING SHEETS FOR STATION INFORMATION. FIELD FIT DRAINAGE SWALE LOCATION TO MATCH NATURAL DRAINAGE COURSE. w— icy almon�li _W.DFF `T� W _____.ANSA-- - -- T T W --�_ - w W T F T - _ . F�-n r r TT� —F 1. THE LOCATIONS OF CURB AN INATION INLET CATCH BASINS ARE MEASURED HE FLOW LINE TO THE CENTER POINT OF TH AT THE FACE OF CURB. THE LOCATIONS OF ARE MEASURED TO THE CENTER OF THE STRUCTUR 2. SEE ST RMNAGE PROFILE SHEETS FOR DRAINAGE PRO AND DETAILS. ORCL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. 4. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED FOR EXACT LOCATIONS FOR EACH UTILITY CROSSING. 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. 6. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. SCALE IN FEET 20 a 20 40 FBF— P �F .._J,Vo} a__ T F%LT NOT TO REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE P SHEET No. REV BY I DESCRIPTION APPR I DATE APPROVED BY: QpOFESSro L CINDI WACHI 9-29-11 Exp. 12/31/17 A M1wmlkl . N vl%.:� 9-26-11 PROJECT MANAGER DATE * PREPARED BY: DATE REID MIDDLETON orf pE�R 728 134TH ST SW, STE 200 EVERETT. WA 98204 $DATE $TIME FUSER RELATIVE BORDER SCALE rvrI :7T IS IN INCHES L 3 i I i I i 1 •WUSER •)SREQUEST RANCHO CALIFORNIA ROAD D4 AT ANZA ROAD ROUNDABOUT E19-0957 ICOUNTY l�r_ FILE No. r,Jll H 3 I G=. - - — RIGHT OF WAY EXISTING WATER LINE --ad ISTING STORM PIPE -(oh) G OVERHEAD POWER EXISTI ER P EXISTING NAT S G -- ---- ' -- EXISTING TELEPHON �- 6 DRAINAGE SWALE, GRADE NE TO DRAIN, AND AS DIRECTED RESIDENT ENGINEER UD UNDERDRAIN Q MANHOLE rp CURB INLET CATCH BASIN -�� COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX ROCK SLOPE PROTECTION T F%LT NOT TO REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE P SHEET No. REV BY I DESCRIPTION APPR I DATE APPROVED BY: QpOFESSro L CINDI WACHI 9-29-11 Exp. 12/31/17 A M1wmlkl . N vl%.:� 9-26-11 PROJECT MANAGER DATE * PREPARED BY: DATE REID MIDDLETON orf pE�R 728 134TH ST SW, STE 200 EVERETT. WA 98204 $DATE $TIME FUSER RELATIVE BORDER SCALE rvrI :7T IS IN INCHES L 3 i I i I i 1 •WUSER •)SREQUEST RANCHO CALIFORNIA ROAD D4 AT ANZA ROAD ROUNDABOUT E19-0957 ICOUNTY l�r_ FILE No. r,Jll H 3 A �F_F F F F— F—_F—F—F—F—F—F—F—F—F W - w - _F� F� F� Ff F� -F_F__F� FBF W W w - - W - 22+00 Asph 23+DD ROADWAY WIDENED MODIFY RAMP, r 3'x 10' II — /F ��w—w _ _W T-- �F _W__W i wW 7 Wi T—T T�—_-7 7 SEE WATER F F F F F�F--FBF__ �F�'_ F QUALITY BASIN F�F�F�F—F—F—F— FBF PLANS F—F—F--F F ---_-- STORM DRAINAGE NOTES: Q CONSTRUCT MANHOLE N0, 1 MH -5 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 4.71', STA A 21+77.81, 1.57' RT, IE: 31.82 (N&S). CONNECT TO 24" HDPE, PROFILE B. 0 CONSTRUCT MANHOLE NO. 1 MH -6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD MH251, LENGTH: 4.00', HEIGHT: 3.60', STA A 23+81.42, 0.28' LT, IE: 31.23 (N&S). CONNECT TO 24" HDPE, PROFILE B. 0 CONSTRUCT CURB INLET CATCH BASIN CB -7 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 7.00', HEIGHT: 4.78', STA A 25+69.05, 17.05' LT, IE: 31.06 (E), 30.67 (S), 30.54 (W). CONNECT TO 18" HDPE AND 24" HDPE, PROFILES B AND D. ® CONSTRUCT CURB INLET CATCH BASIN CB -8 PER RIVERSIDE COUNTY STANDARD NO. 300, OPENING: 10.00', HEIGHT: 4.05', STA A 25+68.94, 19.12' RT, IE: 31.17. CONNECT TO 18" HDPE, PROFILE D. ❑5 CONSTRUCT TYPE D WINGWALL PER CALTRANS SP D85, STA A 21+05.06, 76.10' LT (CENTER OF BOX CULVERT). © CONSTRUCT ROCK SLOPE PROTECTION PER DETAIL ON SHEET SDP3, STA A 21+05.06, 76.10' LT, 7'x10'x2'. Q CONSTRUCT 4'x2' PRECAST REINFORCED CONCRETE BOX. SEE SHEET SD2 FOR BOX INFORMATION.' Q GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. SEE PAVING SHEETS FOR STATION INFORMATION. 0 FIELD FIT DRAINAGE SWALE LOCATION TO MATCH NATURAL DRAINAGE COURSE. -a.----{vo}----a____--(vo}._._a_---{va}.--a__--Ivo}—'-i—"a MODIFY RAMP, ------------------- 3x10' ROADWAY WIDENED GENERAL NOTES: 1. THE LOCATIONS OF CURB AND COMBINATION INLET CATCH BASINS ARE MEASURED ALONG THE FLOW LINE TO THE CENTER POINT OF THE GRATE AT THE FACE OF CURB. THE LOCATIONS OF MANHOLES ARE MEASURED TO THE CENTER OF THE STRUCTURE. 2. SEE STORM DRAINAGE PROFILE SHEETS FOR DRAINAGE PROFILES AND DETAILS. 3. ALL PROPOSED UTILITY CROSSINGS ARE SHOWN ON STORM DRAINAGE PROFILE SHEETS, UNLESS NOTED OTHERWISE. 4. ALL EXISTING UTILITIES MUST BE FIELD VERIFIED FOR EXACT LOCATIONS FOR EACH UTILITY CROSSING. 5. SEE GRADING SHEETS FOR DRAINAGE SWALE INFORMATION. 6. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. :4306y101261 SCALE IN FEET - EXISTING WATER LINE w --ad--- EXISTING STORM PIPE 20 0 20 40 :4306y101261 RIVERSIDE COUNTY TRANS REID MIDDLETON, INC APPROVED BY: -- CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 (DATE $TIME LASER RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER IFREOUEST IS IN INCHES I--' _ --- j_ I I I I DON FILE -) iREQUEST W ,S FF StiF<`i. -T _ _ T T .W KEY NOT TO Ems•:„ �:a711�/_TH�� O RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT FILE No. SHEET No. SD4 JT20 w 53 LEGEND: — - — RIGHT OF WAY - EXISTING WATER LINE w --ad--- EXISTING STORM PIPE --(oh) EXISTING OVERHEAD POWER EXISTING POWER P EXISTING NATURAL GAS G EXISTING TELEPHONE LINE T E— DRAINAGE SWALE, GRADE FLOW LINE TO DRAIN, AND AS DIRECTED BY RESIDENT ENGINEER —UD UNDERDRAIN 0 MANHOLE ® CURB INLET CATCH BASIN cn COMBINATION INLET CATCH BASIN HIGH DENSITY POLYETHYLENE PIPE TYPE S (HDPE) ENCASED PER DETAIL ON SHEET SDP2 ® PRECAST REINFORCED CONCRETE BOX ® ROCK SLOPE PROTECTION RIVERSIDE COUNTY TRANS REID MIDDLETON, INC APPROVED BY: -- CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 (DATE $TIME LASER RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER IFREOUEST IS IN INCHES I--' _ --- j_ I I I I DON FILE -) iREQUEST W ,S FF StiF<`i. -T _ _ T T .W KEY NOT TO Ems•:„ �:a711�/_TH�� O RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT FILE No. SHEET No. SD4 JT20 w 53 CB -11 _. 13 GENERAL NOTES: 45 STA R 201+48.06, 14.41'RT : STA R 200+03.16, 26.19'LT :. - - 1445 _ 1. WHEN THE VERTICAL CLEAR ETWEEN RIM: 39.46 - RIM: -41.95--- UTILITIES IS LESS THAN IN) PROVIDE IE: 35.57 FINISH GRADE ' EXISTING IE. - 34.76 (E} : MH -3, .: ; : TWO SACK SLURRY ER.. SPECIFICATIONS . :.: . ..... ...GRADE IE' -33.27 (W) :.. ...,.. .::......... �' .... BETWEEN THE /CULVERT. .....1440 ..:. : :: ::: - 1440.. 2. ALL RIM ONS ARE AT FLOW LINE. --_ - 3. EPIPE TYPE BE ENCASED IN T - - - - .: ACK CONCRETE SLURRY PER DETAIL ON L _ _ 4x2' BOX -_- _ .. SHEET SDP2. 1435_ 127LF 1 B" HDPE 0.50X CULVERT. O 1435.:.. EX 24'/1 :: EX 24"r\ - 12 12" WATER 95LF 18'. HDPE 0 0.30% WATER I I ::: WATER Ivl. 01+34.89, 19.72'LT BE EX 18"11 EX RIM) .�(T0. ABANDONED) '.WATER v VERIZON' ... .::1430 IE: 35.4 1430'.. IE 35.39 ( _. _.. EX 120" WAIER MAIN P E A: CB11 - MH3 �. HORIZ1 : �', SAME MH _ VERT: 1 "=5 : 1„ STA A 18+65.51, 7.01'RT " "\' / - d RIM: -39.37 ....: ......: ::.. p IE: 35.48 1445 1445 EXISTING FINISH GRADEZOLF ;18" HOPE . W 2 GRADE 0:0:30X.. .. ... ..... N 1440 1440 W 16L ..... M4'x2 so .... CULVE __ ____ - _-____--_--.-._.-_-______ 1435 179LF 18* HOPE 0 0.65X... __-.--- ____ 14351+ _ _____________ C -2. STA A 18+55.45, 24.91'LT EX 4" �" 41 EX 24"�� 0 166LF 24" HDPE ®0.30% ° 199LF 24" In HDPE ® 0.30% RIM: 39.21 VERIZON�i EX 6" WATER$ I - n W 1430 !E: 35.37 (E) GAS yEygTER Ivl bUCT4"� „_. EX 4" 1430 IE: 35.31 (N) VER170N STAR 24.57'LT 98+95.29, 47.18 LT MH -5 1� V :. '. RIM 395 .RIM:STA :. b. A 1.57 RT H EX 120' -. i� - .7 �+04.36) IE 3x,15 S) : IE, 32.93 FX 120,/� RIM: 38.7077.81, ' WATER .MAIN /. \ IE. 32.99: E,& N IE. 32.32. N WATER MAIN / \ : : IE:. 31:82: N:& S _ ...( ) . ._. / 1.. _... ___ ._... ._. IE: 33.84.. W. i PROFILE B B1 - MH6 Wz i u VERT: ., ... EXISTING FINISH GRADE a 1440 GRADE 1440 1435 -------.---- LF 18. 1435 - 57LF 18" HDPE ®.0.30% -- a9 EX 24"/"l : E 2 O STA R 198+38.76, 9. WATER I FI DUCT4"54'RT II o RIM: 36.23 - 1430 IE: 34.34 CB -10 STA R 198+28.36, 21.96'LT HORIZONTAL SCALE IN FEET RIM: 38.09 .... IE: 34.24 (S) : 20 0 20 40 IE 34.17 (E) e PROFILE C: CB9 TO MH4 VERTICAL SCALE IN FEET HORIZ: 1 ":=20' . ; s 0 5 10 6 VERT: 1"=5' ..... n REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE PRO SHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: E QpOFESSb\ w �' L . RANCHO CALIFORNIA ROAD DP 1 2/31 m AT ANZA ROAD CINDI WACHI 9-29-11 Exp, 12/31/u 9-26-11 N PROJECT MANAGER DATE * PREPARED BY: DATE ROUNDABOUT �? �Tf REID MIDDLE70N 2 3 OF p,1,E 728 134TH ST SW, STE 200 sHEEr o EVERETT• WA 98204 $DATE $TIME $USER RELATIVE BORDER SCALE 0 1 2 3 USERNAME -)$USERCOUNTY WO B9-0957 flE° 0930C LREQMST IS IN INCHES I 1 I 1 I 1 DON FILE -) $REQUEST FILE Na.������ CB -11 1445 STA: R 201+48.06, 14.41'RT RIM: 39.46 - - - - IE: 35.57 FINISH GRADE 1440 - --- ------ - - --� 5LF 18 1435 HDPE 0 032% _. EX 24"/\ EX 24"/\ CB -12 :. WATER i 1 WATER IJ STA R 201+2 RIM: 40.01 1430 IE: 35.45 (5) IE: 35.39(W) EXISTING GRADE :RIM: 39.37 IE 35.48 1445 1440 1435 1 1430 EX .120" i WATER MAIN vl (, C 0 f� . -1- 7- ( ,A�/',,.. zl WATE VIME SUSER IFREWEST 127LF 18' HDPE ®.0.50% 12' WATER 9.72'LT (TO BE EX 16"r, ABANDONED) WATER STA R 20 RIM: 41.9. IE: 34.76 IE: 33.27 GENERAL NOTES: 3,16, 2618 LT 1445 1. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN) PROVIDE MH -3 TWO SACK SLURRY PAD PER SPECIFICATIONS - BETWEEN THE UTILITIES/CULVERT. - ----------- 4'x2' BOX CULVERT 95LF 18" HDPE ® 0:30% EX 4 VERIZON EX 120" WATER MAIN / 1 PROFILE A: C811 - MH3 HORIZ: 1"=20' I SAME MH VERT: 1"=5' I I 1 I EXISTING FINISH GRADE GRADE ----------- L--------------------- ----__--.----- 179Lf 98" HDPE 0 0.65%. CB -2_ STA A 18+55.45, 24.911T EX 4" EX 24"/ \ RIM: 39.21 VERIZON�X s• WATER M/\ IE 35.37 (E) GAS WA TER 24"I I IE 35.31 (N) WATER MH -3 STA R 199+04.'3624 57 LT RIM: 39.70 IE: 34.15 S) :IE: 32.99.(E.& N) 1440 1435 CB -9 STA R 198+38.76, 1430 RIM: 38.23 IE 34.34 ^ �2OLF 18" HDPE ®0.30% 1440 : 2. ALL RIM ELEVATIONS ARE AT FLOW LINE. 3. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEFT SDP2. O :.. 1435 1430 :. -----_- 4z2 BOX _. O 166LF 24" HDPE 0 0.30% EX 24"n N a 0 !n 1445 L W 2 N 1440 LLI LLJ 4351 p + LO 199LF 24" HDPE ®A.30% LL.I Z DUCT II EX 4" 1430 J VER120N LF_1B1435 MH -4 _ MH_5 _ STA R 198+95.29, 47.18 LT - ___-__7 RT STA A 21+77.81, 1.57 RT EX 24 i�l 9.54WRT. .WATER M EX: Y4' - fI DUCT RIM: 39.28 RIM: 38.70 IE 32.93 (S)EX ic. ao 10 fkA 1.20". i WATFD MAIM / \ IL 31.82 (N & S) II Q PROFILE B: C131 - MH6 HORIZ: 1 "=20' VERT: 1 "=5' EXISTING GRADE GRADE: 1440 LF_1B1435 67LF.18" HDPE ®0.307. EX 24 i�l 9.54WRT. .WATER M EX: Y4' - fI DUCT O II 1430 - CB -10 STA R 198+28.36, 21.96'LT HORIZONTAL SC N FEET RIM: 38.09 '.. IE: 34.24 (S) 20 D as IE 34.17 (E) : PRORLE C: CB9 TO MH4 VERTICAL SCALE o FEET HORIZ' 1"=20`. VERT. 1"=5' :. 5 0 10 REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC STORM DRAINAGE PROFILES I ISHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: CINDI WACHI 9-29-11 PREPARED BY: DATE RANCHO CALIFORNIA AT A N Z A ROAD ROUNDABOUT ROAD 1 it SDP 1 PROJECT MANAGER DATE REI 280134TTHLSTOSW, STE 200 IEET 21 ar 53 EVERETT. WA 98204 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I USERNAME -SUSER FILE 4 iREQUEST WO B9-0957 COUNTYavlg FILE Noll l o N/2 w 9Sorw 14 `� 'DGN a 0 N L LLJ 2 N 1440 W N I 1435 p t W Z 1430 J U 185LF 24' HDPE 0 0.30% STA A 23+81.42, 0.28 LT STA A - 25+69.05, 17.06' RIM: 37.00 RIM: 34.79 IE: 31.23 (N & S) IE: 31.06 (E) _.. :. IE 30.67 (S) 1435 IZON .7430 :. 0 DETENTION POND _ .. `.. REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC REV BY DESCRIPTION APPR DATE FESSAPPROVED BY: �e�O QpOIp�(� i g q CIN01 WACHI 9-29-11 z WC 1z/n/13 O.�.J„`a N 0,:. 9-26-11 PROJECT MANAGER DATE * PREPARED BY: DATE u} .aT REID MIDDLETON �rfOFf 728 134TH ST SW. STE 200 EVERETT. WA 98204 (TIME \viii rir r�v<ri. RELATIVE BORDER SCALE �vr rrr rrr�vri i�. (USERNAME -*USER 3FREQ fFRE0UE5T DP2 .j 1N INC:,.:'.5 STRUCTURAL I ! i f.�+ .n RILE -) SREQUEST STRUCTURAL BACKFILL 6 C '.. ..BACKFILL. - .6. c 3 SACK CONCRETE .. ' , :. p- 3 SACK CONCRETE N: SLURRY ENCASEMENT SLURRY ENCASEMENT !: .HDPE PIPE (TYPE S) - HDPE PIPE (TYPE. S) 11, All .. .... .... .... ..... Q.501 0:50' ::: :.:. 0.50'.. ':0.50' n .... ..... ...... ..... ... ..:. ..........:...................:............. ... .:. .:....0.50 ... o _ _ ....:... ENCASEMENT FOR PIPE ENCASEMENT FOR PIPE -UNDER ROADWAY NOT UNDER ROADWAY CONCRETE ENCASEMENT FOR HDPE PIPE DETAIL NOT TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC REV BY DESCRIPTION APPR DATE FESSAPPROVED BY: �e�O QpOIp�(� i g q CIN01 WACHI 9-29-11 z WC 1z/n/13 O.�.J„`a N 0,:. 9-26-11 PROJECT MANAGER DATE * PREPARED BY: DATE u} .aT REID MIDDLETON �rfOFf 728 134TH ST SW. STE 200 EVERETT. WA 98204 STORM DRAINAGE (TIME fusER RELATIVE BORDER SCALE 0 (USERNAME -*USER 3FREQ fFRE0UE5T DP2 .j 1N INC:,.:'.5 0 I ! i f.�+ .n RILE -) SREQUEST STORM DRAINAGE VERTICAL HORIZONTAL SCALE IN' FEET s 0 It'o DP2 20 0 avrsem aerm 20 40 VERTICAL SCALE IN FEET s o s 0 RANCHO CALIFORNIA RO AT ANZA ROAD ROUNDABOUT wo SHEET No. W It'o DP2 SHEET 2 3 avrsem aerm a 0 rn LJ - EXISTING = V1 GRADE 1440 LU I 1435 pl --_- --- LO W Z 1430 2 C-) WATE $TIME (yryme+ $USER r FINISH GRADE 185LF 24" HDPE 0 0.307 RIM: 37.00 RIM: 34.79 IE: 31.23 (N & S) IE: 31.06 ((E) IE; 30.67 (S / IE: 30.54 (W) 1 I PROFILE B: MH6 - C87 EX 120 WATER MAIN 1 I HORIZ: 1"=20' (CONTINUED FROM SHEET SDP1) / VERT: 1"=5' 'X41' VERIZON 0 TO DETENTION POND 0:50' AC (TYPE A) 0 0. O p D .0 °� w ° 1.31' AS CLASS II 00 °o > STRUCTURAL - D D BACKFILL iN c 3 SACK CONCRETE. - SLURRY ENCASEMENT HOPE PIPE (TYPE S) C o' �-- STRUCTURAL p p BACKFILL 3 SACK CONCRETE SLURRY ENCASEMENT HDPE PIPE (TYPE S) 1\ o I: 0.50' '.0:50' n' 0.50' 0,50'. 0 ENCASEMENT FOR PIPE ENCASEMENT FOR PIPE UNDER ROADWAY NOT UNDER ROADWAY CONCRETE ENCASEMENT FOR HDPE PIPE DETAIL NOT. TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC 1Y DESCRIPTION APPR DATE APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3USERNAME ")•RUSER IS 1N INCH—L ES L--1— I_ I 1 DGN FILE $REQUEST GENERAL NOTES: 1. WHEN THEVERTICAL CLEARfIN E BETWEEN UTILITIES IS LESS THAN 6" k N) PROVIDE TWO SACK SLURRY PAD PER PECIFICATIONS BETWEEN THE UTI LITIES/C ULV T. 2. ALL RIM ELEVATIONS ARE AT 'FLOW LINE. 3. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. HORIZONTAL SCALE IN FEET 20 0 20 40 VERTICAL SCALE I FEEL 5 0 5 10 STORM DRAINAGE PROFILES RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO E19-0957 I SHEET No. I �o SDP2 22 OF 53 acs -141+ EXISTING :FINISH GRADE - GRADE :... 1435 1435:... 1430 1430 '.. I1 EX 18` p WATER - - CB -.8 1 OLF OPENING m STA A 25+68.94, 19.12'RT RIM: 34.78 - IE: 31.17 : /♦ .. .... EX 120" WATER MAIN 185LF 24" HDPE 0 0.307 RIM: 37.00 RIM: 34.79 IE: 31.23 (N & S) IE: 31.06 ((E) IE; 30.67 (S / IE: 30.54 (W) 1 I PROFILE B: MH6 - C87 EX 120 WATER MAIN 1 I HORIZ: 1"=20' (CONTINUED FROM SHEET SDP1) / VERT: 1"=5' 'X41' VERIZON 0 TO DETENTION POND 0:50' AC (TYPE A) 0 0. O p D .0 °� w ° 1.31' AS CLASS II 00 °o > STRUCTURAL - D D BACKFILL iN c 3 SACK CONCRETE. - SLURRY ENCASEMENT HOPE PIPE (TYPE S) C o' �-- STRUCTURAL p p BACKFILL 3 SACK CONCRETE SLURRY ENCASEMENT HDPE PIPE (TYPE S) 1\ o I: 0.50' '.0:50' n' 0.50' 0,50'. 0 ENCASEMENT FOR PIPE ENCASEMENT FOR PIPE UNDER ROADWAY NOT UNDER ROADWAY CONCRETE ENCASEMENT FOR HDPE PIPE DETAIL NOT. TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC 1Y DESCRIPTION APPR DATE APPROVED BY: CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3USERNAME ")•RUSER IS 1N INCH—L ES L--1— I_ I 1 DGN FILE $REQUEST GENERAL NOTES: 1. WHEN THEVERTICAL CLEARfIN E BETWEEN UTILITIES IS LESS THAN 6" k N) PROVIDE TWO SACK SLURRY PAD PER PECIFICATIONS BETWEEN THE UTI LITIES/C ULV T. 2. ALL RIM ELEVATIONS ARE AT 'FLOW LINE. 3. ALL HDPE PIPE TYPE S TO BE ENCASED IN 3 SACK CONCRETE SLURRY PER DETAIL ON SHEET SDP2. HORIZONTAL SCALE IN FEET 20 0 20 40 VERTICAL SCALE I FEEL 5 0 5 10 STORM DRAINAGE PROFILES RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO E19-0957 I SHEET No. I �o SDP2 22 OF 53 acs -141+ GENERAL NOTES: 1. WHEN THE VERTICAL ILEARANC EEN .--- --. - UTILITIES IS LESS THAN 6" PROVIDE TWO SACK SLURRY PAD SPECIFICATION: BETWEEN THE URLI LVERT. METAL :. :.. 2. ALL RIM E S ARE AT FLOW LINE. FLARED JUNCTION: TYPE D EXISTING FINISH TYPE D 6'x10'x2' END EXISTING FINISH STRUCTURE PER 3. ALL PIPE TYPE S TO BE ENCASED IN SECTION GRADE GRADE DETAIL THIS SHEEP : STRAIGHT GRADE GRADE STRAIGHT ROCK CONCRETE SLURRY PER DETAIL ON - WINGWALL WINGWALL SLOPE ET SDP2. ... : .PROTECTION II 1440 1.440. .1440 1440 I ---------- -- ____— 4'x2' BOX 9OLF-18" HDPE 0 139% CULVERT STA R200+92. 5549.64' RT 1:435 1435. : 11 LF :3'x2'. :BOX CULVERT ® 1435 - IE: 37.16 EX 6" - STA R 798+46.75 54.99' RT GAS .. : IE 34.67EX WATER" f vEX 24 EX 24" " 1I -1430 1430 / WATER WATER EX 24"11 1430 EX 6" J DUCT VERIZON EX 6" EX 4" GAS VERIZON STA R 198+09.08 5 LT IE: 34.26 PROFILE G: 18" SD PIPE STA A 19+42.89 2.52'RT PROFILE Ec 3'x2' PRECAST RONF D CONCRETE BOX CULVERT HORIZ: : '.7 "=20' IS: 35.90 HORIZ: 7 "=20'.: VERT: '.: 1,=5 • VERT: 1"=5' :... :. VARIES. SEE STORM DRAINAGE PLANS 1445 :. 1445 I r TYPE 0 EXISTING FINISH TYPE. D 7'x10'x2' ROCK SLOPE o STRAIGHT GRADEGRADE: SIR WINGWALL : - ROCK :PROTECTION,FACING WINGWALL - SLOPE -. METHOD B, 2' :DEPTH oo Q °o o" ooD PROTECTION 1440 1440 ° ° o o o SO 26OLF 4'x2': BOX CULVER 33% '� - 0 0op 1435 1435 °�°r 0 EX IZON o o STA A 18+72.07 36.38 RT � EX (2)2"� VERIZON 'EX 6' 18" SD EX 4" VERIZON-:. —.— : TYPE D WINGWALL o q,p o° IE. 35.98 EX g^ EX 24*t \) VERIZON GAS - MH13—>MH n 24" SO PER CALTRANS SP °° 0 0 ..EX 20" O DBS, TYP 00 00 oo GAS WATER 1vl EX 24"j j EX 24"/ NCRETE -0B4->CB5 00 0 00 WATER- v o °° ° 1430 WAT L1. 7430.. STA +05.06 76.10` IT IE. 35. 7.5 1.5' /.. PRECAST REINFORCED CONCRETE BOX JUNCTION STR NOT TO SCALE "PER STANDARD PLAI WATE $TIME (USER $FRE ST 4' X 2' REINFORCED :.: CONCRETE BOX 2 Cs 1J, At \ h "18" HDPE 0 ` 5" fi h j�ETAIL* PUBLIC. WORKS CONSTRUCTION NO. 333-2 ho 120" W \vI WATER \ / PROFILE F: 4'x2' PRECAST REINFORCED CONCRETE BOX CULVERT HORIZ: 1"=20' VERT: 1"=5' REVISIONS RIVERSIDE COUNTY TRANS REID MIDDL INC ROCK SLOPE' PROTECTION DETAIL NOT TO SCALE HORIZONTAL SCALE IN FET 20 0 20 40 VERTICAL SCALE 1.9 FEET 5 0 5 10 STORM DRAINAGE SWEET No. DESCRIPTION APPR DATE N QpOFESS1p APPROVED BY: F o ApT,oRANCHO CALIFORNIA ROAD MP3 op CINDI WACH19-29-11 Exo. 12/31/12 A _n..,�.,,.a.Ia o...__ 9-26-11 AT ANZA ROAD PROJECT MANAGER DATE PREPARIDDBY:LETDATE ROUNDABOUT �rF OF REID c 728 134TH ST SW, STE 200 sHEct 2 3 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -IUSER WO B9-0957 COUNTY ' IS IN INCHES I I I I I I I DON PILE 0 SREQUEST FILE ' -. 9.5 5-1414 GENERAL NOTES: 1. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6 (MIN) PROVIDE TWO SACK SLURRY PAD PER SPECIFICATIONS BETWEEN THE UTILITIES/CULVERT. 2. ALL RIM ELEVATIONS ARE AT 'FLOW UNE. ROCK X2' ROCK 3. ALL HDPE PIPE TYPE S TO BE ENCASED IN SLOPE 3 SACK CONCRETE SLURRY PER DETAIL ON PROTECTION SHEET SDP2. 1440 I I .:1435 IE: 34.26 PROFILE G: 18" SD PIPE PROFILE E: 3'x2' PRECAST REINFORCED CONCRETE BOX CULVERT HORIZ: 1"=20' STA A 49+42.89 2.52'RT IE: 35.90 HORIZ: 14'=20' VERT: 1"=5' VERT: 1 "=5' 1445 .. 1445,. _.. TYPED EXISTING FINISH TYPE D 7'%10'x2' IS TRAIGHT GRADE GRADE STRAIGHT WINGWALL ROCK WINGWALL .. SLOPE .... PROTECTION. 1440 _... _. 1440 -- :. ''18" SD 260LF 4x2' BOX CULVERT 0 0.337. 1435 " : 1435 STA A 18+72.07 36.38' RT.. .METAL E (2)2"m EX 4 &2 VERIZON OE% 8" 1A" SD —fX 4" VERIZON U '-- IE. 35.98 EX 6" EX 24"/" 1 VERIZON_ fLA7D GAS MH13—>MH3 JUNCTION 247 SO TYPED EXISTING GAS WATER Iv1 FINISH TYPE D TND 24" /.\ Ii EX 20" STRUCTURE PER "_ 1430 : STRAIGHT GRADE GRADE STRAIGHT 1 1 WATER.... .SECTION 1430 ..... ...:. . - . -. .:.. DETAILTHIS SHEET WINGWALL WINGWALI 1440 1440 1440 IE: 35.12 "EXtSTINGFINISH ..4'x2'BOX 90LFCULVERT 4' X 2' REINFORCED ___--_ I L I I i 1435 EX 120" t i 1435 116LF 3'x2' BOX CULVERT 0 STAR 200+92 5 49:64' RT1435 \. / C. _-_ IE: 37.16. VEX /\ 6" I PROFILE STA R 198+46.75 54.99' RT PRECAST REINFORCED CONCRETE BOX CULVERT N GASIE: vEX 34.67 AI I f l TT 9 �O 1430 VERT PO=53 24"" WATER 1430 .1430 """���EX / vWATER, EX WATER. V.. EX 24"I.I / €X 6" J(- EX 6" EX 4" DUCT VERIZON : GAS VERIZON STA R 198+09.08, 54.99' LT/ GENERAL NOTES: 1. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6 (MIN) PROVIDE TWO SACK SLURRY PAD PER SPECIFICATIONS BETWEEN THE UTILITIES/CULVERT. 2. ALL RIM ELEVATIONS ARE AT 'FLOW UNE. ROCK X2' ROCK 3. ALL HDPE PIPE TYPE S TO BE ENCASED IN SLOPE 3 SACK CONCRETE SLURRY PER DETAIL ON PROTECTION SHEET SDP2. 1440 I I .:1435 IE: 34.26 PROFILE G: 18" SD PIPE PROFILE E: 3'x2' PRECAST REINFORCED CONCRETE BOX CULVERT HORIZ: 1"=20' STA A 49+42.89 2.52'RT IE: 35.90 HORIZ: 14'=20' VERT: 1"=5' VERT: 1 "=5' 1445 .. 1445,. _.. TYPED EXISTING FINISH TYPE D 7'%10'x2' IS TRAIGHT GRADE GRADE STRAIGHT WINGWALL ROCK WINGWALL .. SLOPE .... PROTECTION. 1440 _... _. 1440 -- :. ''18" SD 260LF 4x2' BOX CULVERT 0 0.337. 1435 " : 1435 STA A 18+72.07 36.38' RT.. E (2)2"m EX 4 &2 VERIZON OE% 8" 1A" SD —fX 4" VERIZON U '-- IE. 35.98 EX 6" EX 24"/" 1 VERIZON_ : GAS MH13—>MH3 fl 247 SO GAS WATER Iv1 EX 24"/NEX I 1 24" /.\ Ii EX 20" C84=>CB50 "_ 1430 : WATER. 1 1 WATER.... 11.CONCRETE. 1.1 DUCT 1430 ..... ...:. . - . -. .:.. - STA A 21+05.06 76.10' LT. IE: 35.12 4' X 2' REINFORCED I L I I i CONCRETE BOX EX 120" t i / WATER \. / C. PROFILE F: 4'x2' PRECAST REINFORCED CONCRETE BOX CULVERT N HORIZZ 1"-20' 9 �O VERT PO=53 1430 - VAKILS, t)LL t) Ell DRAINAGE PLANS' ROCK SLOPE 0 0 0 0 PROTECTION, FACING o °0 D METHOD B, 2' DEPTH, o°p9 jr� 71 TYPE D WINGWALL PER CALTRANS SP D85, TYP �Qn !AZ- _.._. __. _...._..._._ r h 18" HDPE i o 5" c �r JUNCTION STRUCTURE DETAIL* NOT TO SCALE g *PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 333-2 1 L_-- -- - N r REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC - REV BY DESCRIPTION APPR GATE APPROVED 8Y: S CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW. STE 200 8 EVERETT, WA 98204 z $DATE $TIME (USER RELATIVE BORDER SCALE 0 1 2 3 USERNAME -AUSER WREOVEST TS TN TN`Cw1;q L_I I L—L--J DON FILE 4 (REQUEST 1.5' 1.5' PRECAST REINFORCED CONCRETE BOX ROCK SLOPE PROTECTION DETAIL NOT TO SCALE HORIZONTA_ ,\ E IN IL❑ 20 0 20 40 VERTICAL SC%l E N 1 EET 5 0 5 10 STORM DRAINAGE PROFILES SHEET No. RANCHO CALIFORNIA ROAD SDP3 AT ANZA ROAD ROUNDABOUT SHEET 23 DE 53 � c 55�1>�1 WO B9-0957 COUNTY -Ism. Ni FILE No. NOTE: LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND NOTIFY ALL CONCERI ADVANCE OF EXCAVA 227-2600. 27 -SEP -2011 10:3a GRAMOS V'\G9-0.i7 7M'f9^ CAI IFORNIA RD\STAGEING PLANS\89-0957 kc U-01sht REVISIONS RELATIVE BORDER SCALE IS IN INCHES PLAN DEVELOPMENT CESAR TOLENTINO DESIGNED BY CESAR TOLENTINO DRAWN BY CINDI WACHI CHECKED BY 0 1 2 3 1 1 1 1 1 1 1 RIVERSIDE COUNTY TRANSPORTATION APPROVED BY: 9/c;b?/II CINDI WACHI DATE PROJECT MANAGER USERNAME =>GRAMOS DGN FILE =>B9-0957 ka U-01 .sht UTILITY PLAN RANCHO CALIF 1RN 3 BUILT R10 CORREC7ION5 ON THlS SHEETS rc SHEET No. C6 a o N C IA ROAD UTILITY CONFLICT PLAN U 1 SCALE: 1 '=20' SHEET 24'OF 53 WO B9-0957 COUNTY .,„•D FILE No. 955 HH NOTE: LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS N THE JOB SITE PRIOR TO COMMENCING WORK. THE WHIICH AMIGHT CTOR ABE EO CASIONED BYS TO BE L HISSSPOFAILUREL TOFOR EXACTANYLYALOCATE ANDALL AGES PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. 24" ,YATER f - Z K • IN G� 27 -SEP -2011 10:39 GRAMOS I \99-0957 RAN Wo qN IFORNIA RD\STAGEING PLANS\B9-0957 ka U-02-shl 6" GAS DOUBLE 2" CABLE VEE tc _ _.tc .... __..._..... _.........._ \ •— rc'� _ _ c--__ tc LZ WD WATEF �T_ IF}PLA1 {0111- 120" MWD _ R/W ANZA ROAD 0 0 -9-7 1-9— 16+0015+00 N 41'43'08" W 73 .29' —• —• —• —• — IN— —• —• —• ANZA ROAD -¢— -• On)-- --• — {onH— --e— — {onH— --e— U Z R/W W < < W r� Uso �a �o tc - —•—_ to -tc UBLE 2" CABLE VEZ o= AS BUILT (NO CORRECDONS 'a THS HE � r RIVERSIDE COUNTY TRAYSPORTATION UTILITY PLAN SHEET Noe REVISIONS PLAN DEVELOPMENT _ o� DESCRIPTION JAPPR DATE APPROVED BY: n o - pF E55� CESAR TOLENTINO oea oH4 � m -. DESIGNED BY W� �y ANZA POAD U-2 r a _ = ceaWc"I UTILITY A J „ n / / CONI-LICT PLAN ry CESAR TOLENTINO 3 53744 a (,(.uGw(�O,U.J.LCXti 91y ry DRAWN BY - -- CINDI WACHI DATE CINDI WACHI �sr IV1 `p PROJECT MANAGER SHEET 2 OF 53 CHECKED BY e4 -CAI SCALE: i '=20' RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>GRAMOS WO B9-0957 COUNTY ��� �� IS IN INCHES I I I I I DGN FILE =>B9-0957 ka U-02.sht FILE NO. NOTE: LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. 00 CD O G? No. 41 4130747E _e—_e=—ion)---e o -- -- ---— •...— -t---` —_e=— e— a-- eQ---� SON ENCASEMENT EDISON ENCASEMENT x'24" ABANDON 202+00 203+00 TEL C --- tc I" TEL RANCHO—CALIFORNIA ROAD .___e - REVISIONS DESCRIPTION 27 -SEP -2011 10:40 GRAMOS RELATIVE BORDER SCALE M\09-095) RANCHO CALIFORNIA R0\STACEING PLANS\89-0957 ko U-01sh( IS IN INCHES —__ tc— __e---e— .... i---e---,—_—e--_e---,--_e---, 204+00 N 48'2 '29" E 205100 0 —e 00 R LINE 4207.10' 24" k _...,._. ..... k..... _. .. 2 Tt9LCABLE... --tc--'--- tc -.� -tc— __--'--tc— to .:._. to tc--__ tc�____ t�__tc—_,_ tc--__tc--__tc—�._.t ,... tc 4" TEL CABLE PLAN DEVELOPMENT RIVERSIDE COUNTY TRANSPORTATION wacss�o APPROVED BY: CESAR TOLENTINO o ° �+� DESIGNED BY C]IDI w= CESAR TOLENTINO 53744 DRAWN BY n CINDI WACHI DATE CINDI WACHI se s,F IV]>* PROJECT MANAGER CHECKED BY OF CAOF�� 0 1 2 3 USERNAME=>GRAMOS DGN FILE =>B9-0957 kc U-03.sht 11 R/W 0 AS BUILT s (NO CORRECTIGA5'ON TlN�19 EE1) 3 a u o i UTILITY PLAN SHEET No. do RANCHO CALIFORNIA ROAD _ q UTILITY CONFLICT PLAN V SCALE: 1 "=20 sxec, 6 of 53 WO B9-0957 COUNY FILETNo.9 NH NOTE: LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. R/W R/W 27 -SEP -2011 10141 GRAMOS \,9-0957 RANCHO CALIFORNIA RO\STAGEING PLANS\89 0957 ka U-04.sh1 PP No. 1760168E GUY ANCHOR WATER HYDRANT M,4 RELOCATE BY CONTRACTWATER METE TCy WATER TESTR RSTATION RELOCATE BY CONTRACTOR ADJUST UNDERGROUND R/W 'LACE—q—�— R/W I REVISIONS PLAN DEVELOPMENT RIVERSIDE COUNTY TRANSPORTATION DESCRIPTION APPR DATE CESAR TOLENTINO pnoF Ls sra,� APPROVED BY: _ DESIGNED BY e`'� se =' CIIDI IIMNI CESAR TOLENTINO 53744v i A . . J� ,R A� as%"t Q/pLf/// DRAWN BY c o i� « y CINDI WACHI DATE CINDI WACHI , IVI \" PROJECT MANAGER CHECKED BY 'e m CALIF RELATIVE BORDER SCALE 0 1 2 3 USERNAME=>GRAMOS IS IN INCHES I I I I I I I DON FILE =>B9-0957 k0 U-04.sht 18' WATER 21 +00 WATER 1-`- t<� tc e on J/ y Z� ti v V� �P I A p F As Sul (NO CORRECTIONS ONLT THISa 0 0 UTILITY PLAN SH No, CL o '^ m ANZA ROAD UTILITY CONFLICT PLAN t1 4 I SCALE: 1 "=20' sxEET a 53 WO B9-0957 COUNTY �] FILE NO.75 _HH NOTE: LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. 27 -SEP -2011 10142 GRPMOS P1\99-0957 RANCHO CALIFORNIA RD\STAGEING PLANS\89-0957 ka U-05.sht REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES PLAN DEVELOPMENT CESAR TOLENTINO DESIGNED BY CESAR TOLENTINO DRAWN BY CINDI WACHI CHECKED BY 0 1 2 3 RIVERSIDE COUNTY TRANSPORTATION APPROVED BY: CINDI WACHI DATE PROJECT MANAGER USERNAME=>GRAMOS DON FILE =>B9-0957 ka U-05.sht AS BUILT (NO CORRE *IONS ON THIS UTILITY PLAN ANZA ROAD UTILITY CONFLICT PLAN SCALE: 111=20' 1-55 SHEET 28 OF 53 WO B9-0957 (COUNTY nn (� FILE No. "A�� F AS BUILT (NO CORRE *IONS ON THIS UTILITY PLAN ANZA ROAD UTILITY CONFLICT PLAN SCALE: 111=20' 1-55 SHEET 28 OF 53 WO B9-0957 (COUNTY nn (� FILE No. "A�� TYPICAL HANDHOLE INSTALLATION SEE UGS HP 205 TYCO ASSEMBLY (YIRIOIIr COZIER) aneoo R 5� 4armal' M i/e' Oaq am � rYPLP1 COYER CONDUIT IECABION SECTION A -A MITIM 1. SEE UGS W 2M FOR bEM1al9 0.F VIAIW9 THREE HNVII AVAILABLE s RMGS MYF Wr R RW®m 1tS WMX N PRONMG ME P9aEGIM GFNER UNE OF ME CCNGMT GEARS HANOHO E "I 1 Two HOLD DAM GENGS m R R MM EACH HNDHGE 4. Al MMM SIIDIIID E YbTALIM MTRN THE SHADED AREA, 075 de. /AN7 RUN NUMBER CALL -OUTS AS FOLLOWS: 0 I MAINLINE CONDUIT 190 - TSB SERVICE CONDUIT @_@ STREET LIGHT CONDUIT are: Mr. 2/12/M LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U. G.) ErD-ISI-ONI N0. CGMUIT REOU. SEB�J LEN TF CONDUIT OF GOND RM NO. HERON a cMRxr meq TYPE OF FAaUIY TRENCH RUN N0. f LENa1H 0.F 1RENCH STREET LIGHT NO. CRDGT REG0.SIZE OF CONDRAT CONDUIT RUN NO. �'(v`�J[-�IENCIH OF CONDUIT RUN STREET LIGHT ��.(,-TRR/E-ENN-C�/�H T TYPE OF RUTH MNVv N0. TRENCH REDADGTOHAL EII''��DTTIISSO����IINII�-�- ND. CDNOUIT FEO'D.��Slm OF CONDUIT RFTERBMCE RUN HEI Sd0 DUMBER CONDUIT RW CMIN2ATION FOR COMMUCTIM INFORMATION STREET I--��Y�LIGHT N0. CONDUIT RED'D. S& OF CMWIT REFERENCE E RNo panto ONDER CMDUIT RM CMIMUAR FOR C06TTWIGN WMMAMM ANY K ME AROK SYYRaS FGIDNED BY A ��]c DENOTES THE FOLLOWING: DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTONS OF WHICH WITH ONLY ONE OR TWT] CONDUITS SEMI -ENCASEMENT IS REWIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS FULL ENCASEMENT IS REWIRED FOR MORE THAN FOUR CONDUITS D18: Rev. 5/OB/2OD6 THREE, FOUR, FIVE, OR SIX-INCH FIBERGLASS RISER BENDS SEE UGS CD 166 Holm.. L 1NF MSB BERG IB AV/LIPE M TSE. fWA AIE OR 4A -MIM. MUM BMY fF 11E MM 4 NNNFAcnMM FRW FlBFia.V4 WRIRN AID 6 M W MAY IN Nal. 2 111E 1CP Na BOTTOM 6 MSR B NRA9kD MM PD CMM1M0 MRMNBIRY Md" MMM W M i6fF1 W RNV. A SEMBMF IM Pee Sx_NCM TONG sWB-M 190.09111 Mea➢ MW ME RP PN: CaIRMG 1 M W 9®a£ rd RC STUB OUT OF M 6 sBNR HDRY,. NW Mi11M a RM 6 s1ENVIM 1MGRggIV.' WNRACM NNE. SIE NV WE O MM NV MAR) ML R SINGED ON THE OMR BE ME RSR RM. 4 ME W SMEBAE MI %C STUB OUT ML R n.10E0 TBR MBEs EDGE MW MARE. M PGMN 6 M iWIaASS WANED a RE RENT Rl R Loam NmE ME RAM RAM s. TM NPR01m WNshC11RGs AV 9EBIR6 NE A YMREALNRERA RME O , SYM MrNICr CRPAY, MV CNNFIRI RRR6Ng M B 9PRER4 • M10RCASr PR001XR MIP.tlFI alB FNT U YAIA R0. IIYNfM, G PyIG • M__TBc[ MC = UEE AMME mM a xME G Rim GA STN 1150 PAAW ASBME DNTAAM. G III IBE.: UM M 1N DN: Ree 0/1W LEGEND COBE DEFINITIONS a - Ws oxmM1G AT x 1Nmbxs M ARE Aw TO DA (APPIMW a RBOrs B9DB: AM Irc Bmm W r I (ED'PI1Ctb oMITIterm TOR f1ECTNIID6 ALL R 96rNlm 0.r meM's aMIRNrM.) M - aBMu GMRNIG aAu MAmws RAM ED. Blsr ONAOWxr Tr MNFODMt a - MSME9 mM9arR r1IM9fu WEMU NW®IR Ave NMADR AM OMIT AT NflUNAM DRINK THAT MY HE BBBR m RIRN. IT III mT R m NO M61Nl1D BY NnIDMTI Amster IBr M W Br DTMM F G6a1 n6r newit (B1®me mR M MMD.wr XDMUD w D1mMG RAM Ms IaA16 N ASIFBI NMMT m N'M' IFMM aIX MRIDIB He WEm1W RIABMFIDET HA139YB®I M AlML Y MAR m IN Ma ROEcr WTRN 16r R ANRMBr NTMI A NAM%) M - MM NED L SONE N IIHNS M.- MEW Mew W.TRNS MYOMDM6IlN. M - MM mm MAM NAND BY EREB. 9 - MMLY N WA IAM9 RW091M AND XueUED R MSM FOR RMRANa M MUCTIM R - MDT.r R . MA1 u WX91M M M5a1 MR EIRIDART LaG1WIC0G1. N - rAMMR RMI LVM MDm W Rb n FNLIFS Mt: Ra. II/55 CONCRETE PRODUCTS Present concrete item complete WAIT neck. Cover and inwN may M oMoined from any of the IclMpwina lienee and apprand manuraMwnrA: JENSEN PRECAST 14221 San Bernordine Ave., Fordana, COIN. 92335 Phone: (909) 350-4111 (BOD) 257-61W UTILITY VAULT CO. 10650 Hemlock Arabs.. Fontan, Colf. 92335 Phone: (909) 426-3700 (BOO) 626-3660 FOR HANDHOIE AND PULLBOX MANUFACTURERS-, SEE UGS HP _200. N1: RI 07/12/0 JOINT TRENCH INSTALLATION Te-, uR-Reil -"yr. lel' �z TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 7a11r--( r 1 ' r caNaEE ENVELOPE rr PAM} � ENCASEMENT MRS IRAN 4 NI n (BASE SPACER WQUMM) M: Rev 091 TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 SEYI-ENCNEYRT 1 M 4 LYMDN3 vex Mw ay/b POLE RISER BEND STANDARD LOCATION 91(W) NTE MwR dOMT MIM - le(Mq eNE coNNi 5/S A e' MPIFINM S1F¢ 2 2 R.MEUCE BBB ANT aNP B eYWI RPAMATrM aDUVMC mm m WM TAE WNFMATIX M01AD9D MR 16 (W.) MIRE 090E m iro. MEA NM AMxxEX EMMmm 1Fxcm a cDRaM: E rx6 IFNGBEER 6 sET. WEER mart. � w 00eB�G mom mX0fi6BErIP°bnEm�mlMu� B6fR BiMYa 3:0 MIMED FMM ro m n FICM9pR M9FR BEND W BE As FDUURB; aDl 0.0./115 OOV FeBiGA4 S� HER rRNA 33 3 5 59 e n T4 m1Xg9D a IOIPIDI M MnA.M OF MMR fM Cf M6 B wi MAer A RIDrx IRMbinll fop wpD TO nc RSFR. CONDUIT wedo CII I. /RTRID RISER! IMUS ARE 9D.M ON MUaED INIE; SaF WERVL 1 1-1 1-1 ] 4 X RRACIA4 - % X X % NG X X % % X X% X AMI r 16 R FISHMA4 MISER RM SIRL R Ilm Mp sR6® A THE YD4WNG Ow.MD. SF Ms AG TM EG WNMOM IW RMA BOM. 1 ME HCP AND Mr10N OF 3', 4', 5' M 6' FlBEMiISS SMS ARE RIMNEp MM PERWYRII.Y Wf PC LWRMm. Alio MYUCM 6 A I. TOM ]', e. 5' M f scuoi W RC mB-Mr. SCLNMI TETEfD IRs ME W CgAIRIG. SEE WS CO IM MR RBR:.ASS RIR R WIRVL NMIr M AD SMPITRS. 1 TWO MUM PODS ARE RONMD AT NL PRMM' WEEN FOXES. DATE FJDE M 1RNCH MTOY NR BY MUM RI'NMXM M ADMIIRH➢ EARA.'EWE TK MD IRS r /RM THE Ifl H BOTTOM ND ATT' M rd11NUP6 GROUND WE MM YOUR' 11PE DARK RIEND RM To MIG1R IDECTIM MI PURE AND SNB UP 2' IBTE GRADE M ROM WJUDMO. ALL GMXIAXXO N11EIW.5 EMNMM BY CttW0.WTa6. SE UGS N: MS FOR vE GRMNUNO WIRDS 4. FNG41Dlf RgOBD EHY NRI GDID OUT M EMXM pLWML NC R WY M � KA fOFgq.IS MR DblaR RUMS M IM' M ISS N MM saL9 4' AND MDR. 6. 4/0 6BE MKfR IENRLL 111Xe MOL'RD To R F61MItD M 1MNM, .. 1115R agBMIM TO HIM IP AT THE OST. YARDmoa INAAIRI� TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 GRECT Remµ SIMILAR CRlS1RUCll(N FM fENER CONDUIT 2 fYW. DUIIS MAX mI. n... myrya CONSTRUCTION NOTES: 'Naw OM.I.Ies sAAbd w, ue eMiW ew,F9 aid F,me a poi Ad Awb un Mbbp nm a m even 10. uo Eim r"M R0.. SaMlwn fdlhms Edison PaImoIY W alYmptel b wrtsBy Mw : F Amerelyb merely a As HM but dab ad wearlm nre m w Fdpn of YS b du be mMEmbrr A GwY eared basun ,M a owbwtw Yap In rapm a W AN dmapb He aOab,wbn 1. FOR @I ERM WifArAI S 4F WS 0 all. 2 aMPF d b. NMnam mow w pMh brawy YFbbdW = yq. I, GbtrwW b to NmM am baWp mprobd wNa W Edge d. Far Ne into of w Imo Rb job, Sb WS al 110.1 EMON be Nn per UBS M IW. 161. 152 0.q IM card moFMe w ft per URS fA To 0.M oaeYa aMlllr I. anal bbd malR p4b F d amYlb temMIF6 FM 1� pw1145MIMIA1 MIM..2 F Imlach pd apo F d cvauR v0. Pd rqe b b '�^yT reveled bealaaM4 wpared mda ere ypeet I. Al amduit it mugto be malOeb] eiUl Do approved!mmJN UGF 1 CONDUIT RADIUS REQUIREMENTS: or At mlMnun rafts M Gnw ww ]B' M amens BY F bmelw or aMw IF Her start 4' ad S' F brMw BY Her 6' damsw asset b At nedene rade Her d rry d a r e as IN Is 4 EMAw1W AND BACltnu: o Work weo AN b deaM ad nqh q'wdd b Whirs br bo DAM wMOR or elrvclarw 0. N am We ad b F wmAlae eRh As G BM(b Edison 9aMmti % Ad d 9wwdn2 b% aMRaab Q EM trench to be a uaam bu Mb IVH Mab RAI I. Back" dal be provided by He ORM:w Her d va/a 6npwla Wd6I, Ad rbubd. made with. MMUAd0.e. w+..0. ..r,.w UISa Ms Be we aaad nR'e dqF wbd L BbtllB, W Esme wsYmtlme, ad Aarnbmy New dd owbttb FRI 0.x24 hwaa P No mb we dN YMb 12 Fath a Mat -Ned aWb ud w art danaee 0.e ANm w m wmMmtw. 0.. GnFaa<w/0eww ILIO WI4na am aM,ucm® n,clwo m G. area a lows for a etas rw nw ewx. ave the wornot, I W alMaha MM tpwu W pr UM IIGB Cn IMI. TIO Na 1M Sm I% hada, "I BEA e a asp assns a Wo uieln res awes . 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ErwmR AND o UIUTY MaLMIBO m nwe/obeer UMMA My cebltMabae cerven dalaAe adarn prepared Her are M enemas IS Pae W: Developer M N res N Ae Eamon C y a m wew aye B. •e . i AEelows 0. yryew,t ad.vara th amoa aMplMe 1 W be Fm Area eewb In abUnwMlp ed owdejes I aMWnIA No ArmlY ad maAm yw me M a Mn Ban Gat Mw WWIwIN Vas w as a e 9wrmm.rw age r harNg wFAa1w: v0. Y �ty p I wpae,t sewMr bmMlm a wea rope I0. R18ECI101e FwwBer Is WMa Yalg M oaobua4r ked. A M M.apabd 1 n tw mrhwb b Ns Swbm GYasb need An :straw upas rseasL Duct and Slruc ire Inspector: EVERETT GOSSETT Cabling DMs(NC(HT Coordinator. EVFRETi GOSSETT I MS Rw. 07/17/07 1 m GMF No a mda • b paYb Fddd w M wwlwn owpmY tlm YewM w relena m Re aawmY wreoa .AI not tleen as amlwner dem. era dl mawtS tea F mw1M Makes' we mtb AT Ment to awl mwDmum . sNbab a EAm meFwGn Phone: 951-403-9463 Phone: 961-403-9463 UNDERGROUND SERVICE ALERT 1-800-422-4133 ' AS BUILT 1-800 600 'TRACTOR ll USA INQ GORREcnoNfl ,; Call USA - N THIS SHEET) I''. For Underground Locating 2 Dap �'" T PLUS nRM OEV. ❑ ❑ ❑ Waking Before You Dig i' I Ip UDES PERILPAVING YES NOO THIS PLAN APPROVED AS TO LOCATION MIT NUMBER AND TYPE ON ELECTRIC SUBSfRUC1URE$FINAL DESIGN ', s7AnTm DweNlwr "`Ada APPROVED FOR CONSTRUCTION A TE COMPLETED ECTOR c"SER CONDUIT TeMwhwln FAR; RRIPoCT 88 - WILDOMAR FAO,L YG. BENRE. 55, T FRONER Pat 861-701-56b RqE 991- T FRadNR rR11G( N0. P NWMORY YN MMA9 fiTO Na I�007 OESIM NO. D"./R". Developer's Si9rwtum Data 496-1752-1 9I80� 72BOOB_0.01 Original CM 110 BCDDIE N0. ASSOaAIFD MESON NO. N_ CNSTINIFANR W_ GED(ED MLOIL...114 Rev. �� PPODIICT H0. (� PRmucT�xo. 4960374T LT NIBTALLATIGN How. PRaPa3D/�(LOCAIM) ��!Rev. RAN TEMECU �� N LIFORNIA & ANZA RD CHANGES IN THESE PIANS WILL REQUIRE AN ADDITIONAL 3 TO 4 WEEKS AN SOME 1/6/11 RRET ': p des No. TME APPRONL BY DATE CME1 n BY MANN BY PAX / CUSTOMER WILL BE CHARGED IN ADV CE eTn 3 326009 FOR REQUESTED CHANGES. SDuthem Colifomic Edison Com an _0.01 EDISON & ANZA LAN APPRa6ED BYI DAB: i �.3 326009-0'n1 afpaD BY DnAMN BY PA% / y Southern California I:dieon Company 301 `�—]s IJ 0 \ _.F__F_F—F F—F— F_F- 0 195+00 1 _ 1 196+00 �, I 1 MATCH RA CALIFORNIA ROAD F— F F— F F F— F— F - CONSTRUCTION NOTES: GENERAL O1 CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY 4" STAMPED CONCRETE STANDARD NO. 200. DIMENSIONS AND OFFSETS ARE TO FACE O CONSTRUCT TYPE Al -6 CURB PER CALTRANS SP A87A. O CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. CONSTRUCT O CONSTRUCT CASE F -la CURB RAMP PER DETAIL ON 2. ALL DIMENSIONS FOR MID -POINT OF RAMPS SHEET MD1. RIVERSIDE COUNTY ST e 0 CONSTRUCT RAMP IN SPLITTER ISLAND PER DETAIL ON CONSTRUCT T CONCRETE SHEET MDI. 3. SEE STORM DRAINAGE PLANS FOR CATCH PER RIVER COUNTY 8 ® CONSTRUCT BIKE RAMP PER DETAIL ON SHEET MD1. _ 195+85.00, 16.39' LT TO oZL' UCT SIDEWALK APPROACH PER DETAIL ON SUCT 18.34' LT STA R 195+85.00, 29.00' RT TO LEGEND: CONCRETE RAMP PER DETAIL BEET MDtUCT STA R 195+98.00, 29.00' SPILL GUTTER, PER D ON SHEET MD7.UCT ASPHALT PAVEMENT GUTTER DEPRE CASE C PER RIVERSIDE STANDARD NO.TA R 198+ 20.80' LT TOiTA TYPE C CURB PER RIVERSIDE R 19 .22, 23.22' LT 6" CEMENT CONCRETE COUNTY STANDARD NO. 202. �- '198+32.89, 11.02' RT TOR STA R 197+35.00, 198+44.56, 8.24' RT LT TO COLOR STAMPED PCCP TRUCK STA R 197+65.00. 2028' LT APRON PER SPECIFICATIONS AND susm ITR OMT DETAIL ON SHEET MD1. RA CALIFORNIA ROAD F— F F— F F F— F— F - �F 1 F CB#10 /f \F CONSTRUCT CURB TRANSITION PER RIVERSIDE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC 1g COUNTY STANDARD NO. 211. REV BY DESCRIPTION APPR DATE APPROVED BY: ppOFE55/a 2® CONSTRUCT 6" ASPHALT CONCRETE DIKE �° L TRANSITION PER DETAIL ON SHEET MD1.c M91 CINDI WACHI 9-29-11 ExP 12/31/12 a n.-✓�..J.A P.._.� 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE REID MIDDLETON T28 134TH S9 P or aA�6° EVERETT, WAT982045TE 200 RELATIVE BORDER SCALE IS IN INCHES "SOBER O !REQUEST SCALE,'. PAVING PLAN S ET No. RANCHO CALIFORNIA ROAD \ P AT ANZA ROAD ROUNDABOUT _t J SNEEi WO B9-0957 COUNTY FILE No.���� GENERAL NOTES: 15 CONSTRUCT 4" STAMPED CONCRETE 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE SPECIFICATIONS. OF CURB. 1 g CONSTRUCT 6" ASPHALT ETE DIKE PER 2. ALL DIMENSIONS FOR MID -POINT OF RAMPS RIVERSIDE COUNTY ST RD NO. 212. AND DRIVEWAYS ARE AT FACE OF CURB. Q CONSTRUCT T CONCRETE OVERSIDE DRAIN 3. SEE STORM DRAINAGE PLANS FOR CATCH PER RIVER COUNTY STANDARD PLAN 306. BASIN DETAILS. _ 195+85.00, 16.39' LT TO A R 195+97.85, 18.34' LT STA R 195+85.00, 29.00' RT TO LEGEND: STA R 195+98.00, 29.00' RT ASPHALT PAVEMENT CONSTRUCT TYPE C CURB PER RIVERSIDE 6" CEMENT CONCRETE COUNTY STANDARD NO. 202. �- STA R 197+35.00, 20.00' LT TO COLOR STAMPED PCCP TRUCK STA R 197+65.00. 2028' LT APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. STA R 197+35.00, 28.38' RT TO STA R 197+65.00, 26.04' RT �F 1 F CB#10 /f \F CONSTRUCT CURB TRANSITION PER RIVERSIDE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC 1g COUNTY STANDARD NO. 211. REV BY DESCRIPTION APPR DATE APPROVED BY: ppOFE55/a 2® CONSTRUCT 6" ASPHALT CONCRETE DIKE �° L TRANSITION PER DETAIL ON SHEET MD1.c M91 CINDI WACHI 9-29-11 ExP 12/31/12 a n.-✓�..J.A P.._.� 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE REID MIDDLETON T28 134TH S9 P or aA�6° EVERETT, WAT982045TE 200 RELATIVE BORDER SCALE IS IN INCHES "SOBER O !REQUEST SCALE,'. PAVING PLAN S ET No. RANCHO CALIFORNIA ROAD \ P AT ANZA ROAD ROUNDABOUT _t J SNEEi WO B9-0957 COUNTY FILE No.���� .................. , w .... , TRUNCATED DOMES ONLY, CONSTRUCTION NOTES: GENERAL NOTES: TYP ALL RAMPS Oi CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY 15 CONSTRUCT 4" STAMPED CONCRETE PER 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE STANDARD NO. 200. SPECIFICATIONS. OF CURB. CONSTRUCT RAMP IN SPLITTER ISLAND PER DETAIL ON SHEET MD1. ® CONSTRUCT BIKE RAMP PER DETAIL ON SHEET MDI. CONSTRUCT SIDEWALK APPROACH PER DETAIL ON SHEET MD1. 10 CONSTRUCT CONCRETE RAMP PER DETAIL ON SHEET MDI 11 CONSTRUCT SPILL GUTTER, PER DETAIL ON SHEET MD1. 14 CONSTRUCT GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. STA R 198+22.47, 20.80' LT TO STA R 198+34.22, 23.22' LT STA R 198+32.89, 11.02' RT TO STA R 198+44.56, 8.24' RT $DATE $TIME $USER IFREQLEST 1g CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. i© CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STANDARD PLAN 306. STA R 195+85.009 16.39' LT TO STA R 195+97.85, 18.34' LT STA R 195+85.00, 29.00' RT TO STA R 195+98.00, 29.00' RT CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA R 197+35.00, 20.00' LT TO STA R 197+65.00, 20.28' LT STA R 197+35.00, 28.38' RT TO STA R 197+65.00, 26.04' RT 1g CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MDI. 2. ALL DIMENSIONS FOR MID—POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEN DASPHALT PAVEMENT D6" CEMENT CONCRETE BROOM FINISHED tiGLOR STAMPED PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. CONSTRUCT TYPE AI -6 CURB PER CALTRANS SP A87A. ® CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. O CONSTRUCT CASE F—la CURB RAMP PER DETAIL ON SHEET MD1. q0 CONSTRUCT RAMP IN SPLITTER ISLAND PER DETAIL ON SHEET MD1. ® CONSTRUCT BIKE RAMP PER DETAIL ON SHEET MDI. CONSTRUCT SIDEWALK APPROACH PER DETAIL ON SHEET MD1. 10 CONSTRUCT CONCRETE RAMP PER DETAIL ON SHEET MDI 11 CONSTRUCT SPILL GUTTER, PER DETAIL ON SHEET MD1. 14 CONSTRUCT GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. STA R 198+22.47, 20.80' LT TO STA R 198+34.22, 23.22' LT STA R 198+32.89, 11.02' RT TO STA R 198+44.56, 8.24' RT $DATE $TIME $USER IFREQLEST 1g CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. i© CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STANDARD PLAN 306. STA R 195+85.009 16.39' LT TO STA R 195+97.85, 18.34' LT STA R 195+85.00, 29.00' RT TO STA R 195+98.00, 29.00' RT CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA R 197+35.00, 20.00' LT TO STA R 197+65.00, 20.28' LT STA R 197+35.00, 28.38' RT TO STA R 197+65.00, 26.04' RT 1g CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MDI. 2. ALL DIMENSIONS FOR MID—POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEN DASPHALT PAVEMENT D6" CEMENT CONCRETE BROOM FINISHED tiGLOR STAMPED PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. I REVISIONS I RIVERSIDE COUNTY TRANS I REID MIDDLETON, INC I PAVING PLAN I SHEET No. I RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-11 PROJECT MANAGER DATE APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 -SUSER -)$REQUEST RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 SHEET 31 or 53 o. 955- SCALE IN FEET 20 0 20 q0 I REVISIONS I RIVERSIDE COUNTY TRANS I REID MIDDLETON, INC I PAVING PLAN I SHEET No. I RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-11 PROJECT MANAGER DATE APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 -SUSER -)$REQUEST RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT WO B9-0957 SHEET 31 or 53 o. 955- (D CONSTRUCTION NOTES CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY STANDARD NO. 200. CONSTRUCT TYPE Al -6 CURB PER CALTRANS SP A87A. CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. O CONSTRUCT CASE F -la CURB RAMP PER DETAIL ON SHEET MD1. © CONSTRUCT CASE C CURB RAMP PER DETAIL ON SHEET MD1. CONSTRUCT RAMP IN SPLITTER ISLAND PER DETAIL ON SHEET MD1. CONSTRUCT BIKE RAMP PER DETAIL ON SHEET MD1. CONSTRUCT SIDEWALK APPROACH PER DETAIL ON SHEET MDi. 11 CONSTRUCT SPILL GUTTER, PER D ON / SHEET MDI. 14 CONSTRUCT GUTTER DEP N CASE C PER RIVERSIDE COUNTY RD NO. 311. STA A 18 23.96' LT TO STA A 1.48, .26.00' LT A 18+59.61, 8.34' RT TO A A 18+71.35, 5.85' RT 0 0 jf /f 15 CONSTRUCT 4" STAMPED CONCRETE PER INC SPECIFICATIONS. 16 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. CONSTRUCT ASPHALT CONCRETE OVERSID DRAIN PER RIVERSIDE COUNTY STAND CINOI WACH[ 9-29-11 PLAN 306. ot Exp.. m 12/21/12 STA A 14+50.00, 18.67' , ATO PROJECT MANAGER DATE STA A 14+63.00, 18: LT DATE �{ REIDAREDDBY: LETarea U,Lt<o STA A 14+59.28' RT TO STA A 1 _. 91, 10.76' RT ig CONST TYPE C CURB PER RIVERSIDE STANDARD N0 202. STA A 16+00.00,, 21.61.6 7' LT TO I i I I I i I STA A 16+50.00, 22.67' LT tg CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT CASE A CURB RAMP PER DETAIL ON SHEET MDI. 2® CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MD1. �F,F F ANZA ROAD 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 2. -ALL DIMENSIONS FOR MID -POINT OF RAMPS / AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGENQ DASPHALT PAVEMENT D6" CEMENT CONCRETE COLOR STAMPED PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MOT. REVISIONS DESCRIPTION _—F allyIN WATE STIME (USER RELATIVE BORDER SCALE SFREXE9T IS IN INCHES ANZA ROAD F F— F— F F— F�F�F� F_ F 16+00 A LINE — F — F F FBF—F_ 15+00 F-�—F—F— SCALE IN FEET RIVERSIDE COUNTY TRANS REID MIDDLETON, INC QryOFESSp APPROVED BY: L 'w�a CINOI WACH[ 9-29-11 � ot Exp.. m 12/21/12 Mn1e..1�n n1� 9-26-11 PROJECT MANAGER DATE .y >� DATE �{ REIDAREDDBY: LETarea U,Lt<o 728 134TH ST SW, STE 200 EVERETT, WA 98204 0 1 2 3 USERNAME -*USER I i I I I i I DGN FILE •)SREQUEST W PAVING RANCHO CALIFORNIA R AT ANZA ROAD ROUNDABOUT WO B9-0957 1�GT M/1I' NOT TO SCALE SHEET No. �A P2 SHEET COUNTY FILE No.���+�� 6 0 i (DATE STNAE (USER V EWEST 0 ROADWAY WIDENED Ce# /E LCOSTEAD NCRETEF r x ^ rr^' ` MODIFY RAMP, WIDENED 3'x 10' 15 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. 18 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 0 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STANDARD PIAN 306. STA A 14+50.00, 18.67' LT TO STA A 14+63.00, 18.93' LT STA A 14+50.00, 9.28' RT TO STA A 14+62.91, 10.76' RT ig CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA A 16+00.00, 21.67' LT TO STA A 16+50.00, 22.67' LT 1g CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT CASE A CURB RAMP PER DETAIL ON SHEET MD1. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MD1. MODIFY RAMP, 3'x 10' ASPHALT INSTEAD OF LANDSCAPING STA A 18+41.53. 14.28' RT STA A 18+35.75, 16.06' RT �F�F—F—F- ' F F-�F ANZA ROAD ANZA ROAD — F — F — F — F GENERAL NOTES: 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 2. ALL DIMENSIONS FOR MID—POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. uel: mk� ASPHALT PAVEMENT D6" CEMENT CONCRETE BROOM FINISHED GObBR- TAMPcv PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. �I-T a r ��— L�-U E OVERSIDE DRAIN F--_F—_F_F—_F__F_F—_F—F—_ F--F_F__F�F- 16+00 15+L00 A—T— A LINE — ___rr F—F—F—F{--F—F—F NOT CONSTRUCT OVERSIDE DRAIN SCALE IN CONSTRUCTION NOTES: O7 CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 20 0 CONSTRUCT TYPE Al -6 CURB PER CALTRANS 20 40 SP A87A. ® CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. CONSTRUCT CASE F -la CURB RAMP PER DETAIL ON SHEET MD1. i � O6 CONSTRUCT CASE C CURB RAMP PER DETAIL 0 ON SHEET MD1. � CONSTRUCT RAMP IN SPLITTER ISLAND PER o o DETAIL ON SHEET MDI. CONSTRUCT BIKE RAMP PER DETAIL ON - SHEET MD1. 0 O9 CONSTRUCT SIDEWALK APPROACH PER DETAIL Y ON SHEET MD1. 0 17 CONSTRUCT SPILL GUTTER, PER DETAIL ON o SHEET MD1. 0 N 14 CONSTRUCT GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. STA A 18+49.66, 23.96' LT TO E STA A 18+61.48, 26.00' LT STA A 18+59.61, 8.34' RT TO a STA A 18+71.35, 5.85' RT 0 i (DATE STNAE (USER V EWEST 0 ROADWAY WIDENED Ce# /E LCOSTEAD NCRETEF r x ^ rr^' ` MODIFY RAMP, WIDENED 3'x 10' 15 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. 18 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. 0 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STANDARD PIAN 306. STA A 14+50.00, 18.67' LT TO STA A 14+63.00, 18.93' LT STA A 14+50.00, 9.28' RT TO STA A 14+62.91, 10.76' RT ig CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA A 16+00.00, 21.67' LT TO STA A 16+50.00, 22.67' LT 1g CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT CASE A CURB RAMP PER DETAIL ON SHEET MD1. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MD1. MODIFY RAMP, 3'x 10' ASPHALT INSTEAD OF LANDSCAPING STA A 18+41.53. 14.28' RT STA A 18+35.75, 16.06' RT �F�F—F—F- ' F F-�F ANZA ROAD ANZA ROAD — F — F — F — F GENERAL NOTES: 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 2. ALL DIMENSIONS FOR MID—POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. uel: mk� ASPHALT PAVEMENT D6" CEMENT CONCRETE BROOM FINISHED GObBR- TAMPcv PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. �I-T a r ��— L�-U E OVERSIDE DRAIN F--_F—_F_F—_F__F_F—_F—F—_ F--F_F__F�F- 16+00 15+L00 A—T— A LINE — ___rr F—F—F—F{--F—F—F NOT CONSTRUCT OVERSIDE DRAIN MATCH EXISTING 14+00 REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVING PLAN SHEET No. iREVI BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS TN 1N..T+SG CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW. STE 200 EVERETT, WA 98204 4USER ")fREQUEST RANCHO CALIFORNIA ROAD PZ AT ANZA ROAD ROUNDABOUT SHEET 32 of 53 WO B9-0957 COUNTY '""`°' ° FILE No. 955�H►i SCALE IN FEET 20 0 20 40 MATCH EXISTING 14+00 REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVING PLAN SHEET No. iREVI BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS TN 1N..T+SG CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW. STE 200 EVERETT, WA 98204 4USER ")fREQUEST RANCHO CALIFORNIA ROAD PZ AT ANZA ROAD ROUNDABOUT SHEET 32 of 53 WO B9-0957 COUNTY '""`°' ° FILE No. 955�H►i 1 CB#12 R=20' (TYP EACH SIDE) STA R 201+65.61. 27.28' LT \A�/ `F-1—Yr— F F F—F / IF"41F �—F 0 0 oDl IN 19 — F — F — F— F F— 202+00 203+_0.0_ 204+00 205+00 R LINE N RANCHO t IFORNIA ROAD N N F— F F— F F F F F— — F — F — F F— F — F— F— F —F— F — F — F— F— F— F—F—F— F— F CONSTRUCT GUTTER DEPRESSION CASE B PER RIVERSIDE COUNTY STANDARD NO. 311. STA R 201+31.93, 19.25' LT TO STA R 201+40.81, 20.74' LT 75 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. CONSTRUCT 6" ASPHALT CONCRETE ER RIVERSIDE COUNTY STANDARD N CONSTRUCT ASPHALT CO OVERSIDE DRAIN PER RIVERSIDE TY STANDARD PLAN 306. STA R .09, 18.30' LT TO STA 6+00.00, 16.80' LT A R 205+87.24, 21.90' RT TO STA R 206+00.00, 24.40' RT 18 CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA R 202+35.00, 30.67' LT TO STA R 202+65.00, 29.75' LT STA R 202+35.00, 19.84' RT TO STA R 202+65.00, 19.81' RT s CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MDI. 1. ALL DIM S AND OFFSETS ARE TO FACE OF C OODIMENSIONS FOR MID -POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEN OASPHALT PAVEMENT D6" CEMENT CONCRETE COLOR STAMPED PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCPRS Q CONSTRUCTION NOTES: O1 CONSTRUCT TYPE A-6 CURB PER RIVERSIDE o zc aD COUNTY STANDARD NO. 200. RIVERSIDE COUNTY TRANS O CONSTRUCT TYPE Al -6 CURB PER CALTRANS SP A87A. DATE O CONSTRUCT GUTTER DEPRESSION CASE C PER APPROVED BY: RIVERSIDE COUNTY STANDARD NO. 312. STA R 201+42.07, 14.75' RT TO yP�oQROLssp y. 12/31'/1$ STA R 201+54.05, 14.15' RT RANCHO AT CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. O CONSTRUCT CASE F -la CURB RAMP PER g A..�NPi�. PREPARED BY: REID MIDDLETON DETAIL ON SHEET MD1. ROUNDABOUT a © CONSTRUCT CASE C CURB RAMP PER DETAIL elf OF app¢ ON SHEET MDI. 8 O7 CONSTRUCT RAMP IN SPUTTER ISLAND PER i EVERETT, WA 98204 DETAIL ON SHEET M01. ®CONSTRUCT BIKE RAMP PER DETAIL ON 0 1 2 3USERNAME -*USER SHEET MDT. M 8 I i I i I DCN FILE-1$REQUEST CONSTRUCT SIDEWALK APPROAC DETAIL R ON SHEET MD1. i 10 CONSTRUCT CONCRET P PER DETAIL ON SHEET MD1. 0 11 CONSTRU LL GUTTER, PER Dfl'AIL ON SHEET 1 RUCT DIRT DRIVEWAY WITH 6" CLASS 3 ca GGREGATE BASE PER DETAIL ON SHEET MD1. (DATE (TIME $USER $FREWEST CB#12 R=20' (TYP EACH SIDE) STA R 201+65.61. 27.28' LT \A�/ `F-1—Yr— F F F—F / IF"41F �—F 0 0 oDl IN 19 — F — F — F— F F— 202+00 203+_0.0_ 204+00 205+00 R LINE N RANCHO t IFORNIA ROAD N N F— F F— F F F F F— — F — F — F F— F — F— F— F —F— F — F — F— F— F— F—F—F— F— F CONSTRUCT GUTTER DEPRESSION CASE B PER RIVERSIDE COUNTY STANDARD NO. 311. STA R 201+31.93, 19.25' LT TO STA R 201+40.81, 20.74' LT 75 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. CONSTRUCT 6" ASPHALT CONCRETE ER RIVERSIDE COUNTY STANDARD N CONSTRUCT ASPHALT CO OVERSIDE DRAIN PER RIVERSIDE TY STANDARD PLAN 306. STA R .09, 18.30' LT TO STA 6+00.00, 16.80' LT A R 205+87.24, 21.90' RT TO STA R 206+00.00, 24.40' RT 18 CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA R 202+35.00, 30.67' LT TO STA R 202+65.00, 29.75' LT STA R 202+35.00, 19.84' RT TO STA R 202+65.00, 19.81' RT s CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MDI. 1. ALL DIM S AND OFFSETS ARE TO FACE OF C OODIMENSIONS FOR MID -POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEN OASPHALT PAVEMENT D6" CEMENT CONCRETE COLOR STAMPED PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCPRS Q SHEET No. m SHEET F 53 COUNTY AE ' ° FILE No.955. P4 scnLF IN -_CT 20 o zc aD RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVING PLA DATE APPROVED BY: yP�oQROLssp y. 12/31'/1$ RANCHO AT CALIFORNIA R ANZA ROAD CINDI WACHI 9-29-11 Gµ a * `? A..�NPi�. PREPARED BY: REID MIDDLETON 9-26-11 DATE ROUNDABOUT PROJECT MANAGER DATE elf OF app¢ 728 134TH ST SW, STE 200 EVERETT, WA 98204 0 1 2 3USERNAME -*USER WO B9-0957 I i I i I DCN FILE-1$REQUEST SHEET No. m SHEET F 53 COUNTY AE ' ° FILE No.955. P4 3 ROADWAY WIDENED MODIFY RAMP, 3'x 10' A� --LIa4myfol 6 CONSTRUCT SIDEWALK APPROACH PER DETAIL R ON SHEET MD1. 6 iei'DCONSTRl1OT CONCRFTF RAMP PFR DFTAII ON :HWI9i1111111111 11 CONSTRUCT SPILL GUTTER, PER DETAIL ON SHEET MDI. CONSTRUCT DIRT DRIVEWAY WITH 6" CLASS 3 o AGGREGATE BASE PER DETAIL ON SHEET MDI $DATE $TIME $USER $FREaUEST ROADWAY WIDENED 12 STA R INSTEAD OF CONCRETE �F—F—I N 27.28' LT R=20' (TYP EACH SIDE) ROAD N 0 1 F--F—F 204+00 R —Li NE –�-- – – F—F}--F—F—�—F—�—F—�—F-�-4F—�—F—F—F—\—F—F—F—F—F—F—F - ASPHALT INSTEAD OF CONCRETE CONSTRUCT GUTTER DEPRESSION CASE 8 PER CONSTRUCTION NOTES: RIVERSIDE COUNTY STANDARD NO. 311. STA R CONSTRUCT TYPE A-6 CURB PER RIVERSIDE STA R 201+40.81, 20.74' LT COUNTY STANDARD NO. 200. CONSTRUCT 4" STAMPED CONCRETE PER CONSTRUCT TYPE Al -6 CURB PER CALTRANS 16 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER SP A87A. RIVERSIDE COUNTY STANDARD NO. 212. CONSTRUCT CONSTRUCT GUTTER DEPRESSION CASE C PER DRAIN PER RIVERSIDE COUNTY STANDARD RIVERSIDE COUNTY STANDARD NO. 312. PLAN 306. STA R 201+42.07, 14.75' RT TO o STA R STA R 201+54.05, 14.15' RT a STA R O4 CONSTRUCT TYPE A3-6 CURB PER CALTRANS S 206+00.00, 24.40' RT SP A87A. TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. CONSTRUCT CASE F—la CURB RAMP PER STA R 202+35.00, 30.67' LT TO DETAIL ON SHEET MD1. 202+65.00, 29.75' LT STA R 202+35.00, 19.84' RT TO STA R © CONSTRUCT CASE C CURB RAMP PER DETAIL w CURB TRANSITION PER RIVERSIDE ON SHEET MD1. CONSTRUCT 6" ASPHALT CONCRETE DIKE a PER DETAIL ON SHEET MDI. CONSTRUCT RAMP IN SPLFTTER ISLAND PER DETAIL ON SHEET MDI. e l a/ CONSTRUCT BIKE RAMP PER DETAIL ON A� --LIa4myfol 6 CONSTRUCT SIDEWALK APPROACH PER DETAIL R ON SHEET MD1. 6 iei'DCONSTRl1OT CONCRFTF RAMP PFR DFTAII ON :HWI9i1111111111 11 CONSTRUCT SPILL GUTTER, PER DETAIL ON SHEET MDI. CONSTRUCT DIRT DRIVEWAY WITH 6" CLASS 3 o AGGREGATE BASE PER DETAIL ON SHEET MDI $DATE $TIME $USER $FREaUEST ROADWAY WIDENED 12 STA R INSTEAD OF CONCRETE �F—F—I N 27.28' LT R=20' (TYP EACH SIDE) ROAD N 0 1 F--F—F 204+00 R —Li NE –�-- – – F—F}--F—F—�—F—�—F—�—F-�-4F—�—F—F—F—\—F—F—F—F—F—F—F - ASPHALT INSTEAD OF CONCRETE GENERAL NOTES: 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 2. ALL DIMENSIONS FOR MID—POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEND: DASPHALT PAVEMENT D6" CEMENT CONCRETE BROOM FINISHED GOInOR G:FA PE9- PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET M01. REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS DATE REID MIDDLETON, INC APPROVED BY: ._—F__F_F_F_F_F 205+00 -F- SCALE IN FEET 20 0 20 40 PAVING PLAN CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 1 2 3 USERNAME-I$USER I I I I I DON FILE "IIREDUEST DID NOT CONSTRUCT OVERSIDE DRAIN F — F — F — F DID NOT CONSTRUCT OVERSIDE DRAIN 71 SHEET No. N RANCHO CALIFORNIA ROAD P3 AT ANZA ROAD ROUNDABOUT SHEET 33 or 53 WO B9-0957 COUNTY ASS�MVJ l; �09/2M FILE No. 7 CONSTRUCT GUTTER DEPRESSION CASE 8 PER RIVERSIDE COUNTY STANDARD NO. 311. STA R 201+31.93, 19.25' LT TO STA R 201+40.81, 20.74' LT 15 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. 16 CONSTRUCT 6" ASPHALT CONCRETE DIKE PER RIVERSIDE COUNTY STANDARD NO. 212. CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STANDARD PLAN 306. STA R 205+87.09, 18.30' LT TO STA R 206+00.00, 16.80' LT STA R 205+87.24, 21.90' RT TO .STA R 206+00.00, 24.40' RT CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202. STA R 202+35.00, 30.67' LT TO STA R 202+65.00, 29.75' LT STA R 202+35.00, 19.84' RT TO STA R 202+65.00, 19.81' RT 19 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MDI. GENERAL NOTES: 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 2. ALL DIMENSIONS FOR MID—POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEND: DASPHALT PAVEMENT D6" CEMENT CONCRETE BROOM FINISHED GOInOR G:FA PE9- PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET M01. REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS DATE REID MIDDLETON, INC APPROVED BY: ._—F__F_F_F_F_F 205+00 -F- SCALE IN FEET 20 0 20 40 PAVING PLAN CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 1 2 3 USERNAME-I$USER I I I I I DON FILE "IIREDUEST DID NOT CONSTRUCT OVERSIDE DRAIN F — F — F — F DID NOT CONSTRUCT OVERSIDE DRAIN 71 SHEET No. N RANCHO CALIFORNIA ROAD P3 AT ANZA ROAD ROUNDABOUT SHEET 33 or 53 WO B9-0957 COUNTY ASS�MVJ l; �09/2M FILE No. 7 �F r _F F F F� _ CB 8 F�F�F _ F _ F— F _ F— F — F _ F _ F — F _ F —FBF Fes— F F� 2 26 00 _ LL 23+00 _ - a LINE 25T 0 _ .:.\ _24+00 MH 6 A - T-- - +_ _ _ _.T _ —F F W AD F F F F F F�F�F�F- F_F�F___ F F—F` F F— F F — F —F FBF , CONSTRUCTION NOTES: O1 CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY STANDARD NO. 200. OCONSTRUCT TYPE Al -6 CURB PER CALTRANS SP A87A ® CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. n A A 25+63.11, 17.15' LT TO STA A 25+75.00, 16.99' LT N $DATE $TIME FUSER WREGUEST 15 CONSTRUCT 4" STAMPED CONCRETE P CONSTRUCT CASE F-10 CURB RAMP PER CONSTRUCT DETAIL ON SHEET MD1. E DIKE PER i6 RIVERSIDE COUNTY ST 7 CONSTRUCT RAMP IN SPLITTER ISLAND PER CONSTRUCT TY URB PER RIVERSIDE ®1 DETAIL ON SHEET MDI. NO. x 2+35.00, 26.16' LT TO A O CONSTRUCT BIKE RAMP PER DETAIL ON STA A 22+35.00, 22.32' RT TO SHEET MDI. STA A 22+65.00, 21.99' RT 19 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. O K APPROAC DETAIL CONSTRUC;GUTFER o i 6" ASPHALT CONCRETE DIKE ON SHEET TRANSITION 0 ON SHEET MD1. 14 CONSTRUC SSION CASE C PER r RIVERSIDE DARD N0. 311. STA 9, 18.69' RT TOST0, 18.55' RT n A A 25+63.11, 17.15' LT TO STA A 25+75.00, 16.99' LT N $DATE $TIME FUSER WREGUEST 15 CONSTRUCT 4" STAMPED CONCRETE P SPECIFK SPECIFICATIONS. CONSTRUCT 6" ASPHALT E DIKE PER i6 RIVERSIDE COUNTY ST NO. 212. CONSTRUCT TY URB PER RIVERSIDE ®1 COUNTY ST NO. 202. 2+35.00, 26.16' LT TO A 22+65.00, 27.06' LT STA A 22+35.00, 22.32' RT TO STA A 22+65.00, 21.99' RT 19 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. 2® CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MD1. STA A 21 5' LT jf STA A 21+47.009 42.90; LT �F r GENERAL NOTES: 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 4� 2. ALL DIMENSIONS FOR MID -POINT OF RAMPS ay29 N�J� AND DRIVEWAYS ARE AT FACE OF CURB. 90 to 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEN DASPHALT PAVEMENT 6" CEMENT CONCRETE 'yr9'90 SCALE IN FEET KEY MAP COLOR STAMPED PCCP TRUCK. APRON PER SPECIFlCATIONS AND 20 0 20 40 NOT 70 SCALE DETAIL ON SHEET MDL REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVING PLA SHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: �oeaoLss%` RANCHO CALIFORNIA ROA P4 CINDI WACHI 9-29-11 EVC 1'2%31%1$ a n.�A^--Ar n 9-26-11 AT ANZA ROAD PROJECT MANAGER DATE * * PREPARED BY: DATE ROUNDABOUT `?yT n1 REID MIDDLETON 53 E OF CA�6o 728 134TH ST SW, STE 200 SHEET EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3USERNAME -tUSER WO B9-0957 COUNTY IS IN INCHES I ' I i I DGN FILE -1 $REQUEST FILE No ��� I ) STA A 21+23.57. 25.15' RT STA A 21+90.31. 22.06' RT �F _F F R06 8 FBF—F. F�F_F—F—F—F—F—F—F—F_F�F� F�F,F� F F� C --- - 22+0 00 23+00 2�5+MH 6 L00 24+00 A LINE — I— — _ _ —� F - >-- �T ANZA ROAD F F a F--F__F_�F�-F�_ F F F F—F F—F—F �F IF F F�F_F�_F—_F_—F—F F STA A 26+00.00. 0.00' LT CONSTRUCTION NOTES: O1 CONSTRUCT TYPE A-6 CURB PER RIVERSIDE COUNTY STANDARD NO. 200. OCONSTRUCT TYPE Al -6 CURB PER CALTRANS SP A87A. ® CONSTRUCT TYPE A3-6 CURB PER CALTRANS SP A87A. O CONSTRUCT CASE F—la CURB RAMP PER DETAIL ON SHEET MDI. O7 CONSTRUCT RAMP IN SPLITTER ISLAND PER DETAIL ON SHEET MDI. ® CONSTRUCT BIKE RAMP PER DETAIL ON SHEET MD1. O9 CONSTRUCT SIDEWALK APPROACH PER DETAIL ON SHEET MDI. 14 CONSTRUCT GUTTER DEPRESSION CASE C PER RIVERSIDE COUNTY STANDARD NO. 311. STA A 25+62.89, 18.69' RT TO STA A 25+75.00, 18.55' RT STA A 25+63.11, 17.15' LT TO STA A 25+75.00, 16.99' LT 15 CONSTRUCT 4" STAMPED CONCRETE PER SPECIFICATIONS. CONSTRUCT 6" ASPHALT CONCRETE DIKE PER 16 RIVERSIDE COUNTY STANDARD NO. 212. CONSTRUCT TYPE C CURB PER RIVERSIDE COUNTY STANDARD NO. 202, STA A 22+35.00, 26.16' LT TO STA A 22+65.00, 27.06' LT STA A 22+35.00, 22.32' RT TO STA A 22+65.00, 21.99' RT 19 CONSTRUCT CURB TRANSITION PER RIVERSIDE COUNTY STANDARD NO. 211. 2® CONSTRUCT 6" ASPHALT CONCRETE DIKE TRANSITION PER DETAIL ON SHEET MDI. GENERAL NOTES: 1. ALL DIMENSIONS AND OFFSETS ARE TO FACE OF CURB. 2. ALL DIMENSIONS FOR MID -POINT OF RAMPS AND DRIVEWAYS ARE AT FACE OF CURB. 3. SEE STORM DRAINAGE PLANS FOR CATCH BASIN DETAILS. LEGEN ASPHALT PAVEMENT 6" CEMENT CONCRETE BROOM FINISHED GE)LBR a'i PEB PCCP TRUCK APRON PER SPECIFICATIONS AND DETAIL ON SHEET MD1. REVISIONS DESCRIPTION APPR I DATE $DATE $TIME $USERI RELATIVE BORDER SCALE $FREQUEST IS IN INCHES 21.89' LT RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE ROADWAY WIDENED MODIFY RAMP, I--1 3 x 1 D' �k MODIFY RAMP, REID MIDDLETON, INC APPROVED BY: 21 ROADWAY WIDENED PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME "*USER DGN FILE "> !REQUEST 0 2� PAVING PLAN NOT TO RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT B9-0957 SHEET No. FA SHEET 34 a 53 4SSfNFF SCALE IN FEET 20 0 20 40 PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME "*USER DGN FILE "> !REQUEST 0 2� PAVING PLAN NOT TO RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT B9-0957 SHEET No. FA SHEET 34 a 53 4SSfNFF I MULTI -STEM TREE ON LEVEL GRADE 48" BOX AND GREATER I APPROVED BY, EDGE OF HARDSCAPE U U o OOOOO6OD �/ y ,000000 00000 0 0 0 0 0 00 (D 0 0 J� �O ((7 LAYER MULCH MATERIAL EQUAL' O AS OTHERSAREASS BEYONDN PLANTING HOLE FLATS AND CUTTINGS) O O FINISH GRADE ® (SEE TINGSPEBACKFILL COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT O APPROVED BY' �?n STD. P-015 1'=l' -O' REV. DATE: 315+1 A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVEQ INSTALLATION, THE CONTRACTOR IS 12ESPONSBL GROUNDCOVER PLANTING 2 REV: 5 (SEE SPECS) WALK THROUGH WITH RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE TO VERIFY TkIE APPROVED DY: GROUNDCOVER AREA BOUNDARIES AND INDIVIDUAL SHRUB LOCATIONS. SLOPE PLANTING HOLE FLATS OR CUTTINGS a� STD. P-020 1"= 1'-0"]REV, wTe: a+s 11 WRAPPED IN FILTER SOCK 2 X ROOTBDIAMETER LL l:/ DIAMETER COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE WILL PROVIDE WRITTEN DOCUMENTATION OFJ HE (2 PER TREE) ©6" HIGH WATERING BERM ITEMS 3TREETIES, INSTALLAT END OF WIRES AT NG WITH FURTHER CONSTRUCTION, 20 POINT OF CONTACT WITH TREE TRUNK O FINISH GRADE ESENTATIVET. WITH SEGMENT OF RUBBER HOSE OVER MENTATION OF THE: FINAL WALK THROUGH TO THE CONTRACTOR AND THE OWNER BY COMPARING THE PUNCH LIST V /ITH FIELD WIRE LOOP, INSTALL PVC PIPE OVER WIREPLANTING ER PLANTING BACKFILL SFUL FOR VISUAL WARNING (SEE SPECS) ® (SEE SPECS) 30 (SEEDSPA CCHOR FOR HOLDING GUY WIRE O TO WITH DRAIN CORNERS PIPES ® SET ABOVE F ROOTBALL AE tU BLACK ROUND DRAIN GRATE CAP MAX. 1"ABOVE MULCH FINISH 3" LAYER MULCH MATERIAL, SURFACE (SEE SPECS) 5 O PROVIDE 3" CLEARANCE FROM 2 CU FT. OF 3/4" DIAMETER TRUNK (SEE SPECS) t 1 CRUSHED ROCK (SEE SPECS) MULTI -STEM TREE ON LEVEL GRADE 48" BOX AND GREATER I APPROVED BY, EDGE OF HARDSCAPE U U o OOOOO6OD �/ y ,000000 00000 0 0 0 0 0 00 (D 0 0 J� �O ((7 LAYER MULCH MATERIAL EQUAL' O AS OTHERSAREASS BEYONDN PLANTING HOLE FLATS AND CUTTINGS) O O FINISH GRADE ® (SEE TINGSPEBACKFILL 1L I _. SVAGE JIVG D 8u OSET TOP OF ROOTBALL 1"ABOVE FINISH GRADE 3" LAYER MULCH MATERIAL 2 (SEE SPECS) O 3" HIGH WATERING BERM ® FINISH GRADE PLANTING BACKFILL 5 (SEE SPECS) SLOPE PLANTING HOLE B TO CORNERS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT O APPROVED BY' �?n STD. P-015 1'=l' -O' REV. DATE: 315+1 A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVEQ INSTALLATION, THE CONTRACTOR IS 12ESPONSBL GROUNDCOVER PLANTING 2 REV: 5 (SEE SPECS) WALK THROUGH WITH RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE TO VERIFY TkIE APPROVED DY: GROUNDCOVER AREA BOUNDARIES AND INDIVIDUAL SHRUB LOCATIONS. SLOPE PLANTING HOLE FLATS OR CUTTINGS a� STD. P-020 1"= 1'-0"]REV, wTe: a+s 11 1L I _. SVAGE JIVG D 8u OSET TOP OF ROOTBALL 1"ABOVE FINISH GRADE 3" LAYER MULCH MATERIAL 2 (SEE SPECS) O 3" HIGH WATERING BERM ® FINISH GRADE PLANTING BACKFILL 5 (SEE SPECS) SLOPE PLANTING HOLE B TO CORNERS GENERAL PLANTING NOTES: L 2 3, El 5. 6. 1.L " -M s".voe LVL.Nw O3" COONTV OF RIVERSIDE TRANSPORTATION DEPARTMENT -"INA SHRUB ON LEVEL GRADE AA P' O APPROVED BY' �?n STD. P-015 1'=l' -O' REV. DATE: 315+1 GENERAL PLANTING NOTES: L 2 3, El 5. 6. 1.L " -M s".voe LVL.Nw O3" HIGH WATERING BERM ON DOWNHILL SIDE O FINISH GRADE PS -1 SHRUB AND GROUNDCOVER INSTALLATION AS FOLLOWS ORIGINAL GRADE A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVEQ INSTALLATION, THE CONTRACTOR IS 12ESPONSBL PLANTING BACKFILL 2 REV: 5 (SEE SPECS) WALK THROUGH WITH RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE TO VERIFY TkIE TOP OF ROOTBALL GROUNDCOVER AREA BOUNDARIES AND INDIVIDUAL SHRUB LOCATIONS. SLOPE PLANTING HOLE QSET 1" ABOVE FINISH GRADE 6 TO CORNERS —� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT SHRUB ON SLOPE - Sir/ D20CESS FOR PS -1 SHRUB AND GROUNDCOVER INSTALLATION AS FOLLOWS APPRoveoar A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVEQ INSTALLATION, THE CONTRACTOR IS 12ESPONSBL .STD. P•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eQ OF MULCH. I 1:1*9*•» J�j 40 EQUAL e O PER TRIAN UNLESS SI ON PLANS. A SPACING N OTHERWISE FILL. P-O6_SMROB • -.. _ PLANTING NOTES: COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT SHRUB SPACING FOR THE SF -RUB AND GROUNDCOVER INSTALLATION, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE I D20CESS FOR PS -1 SHRUB AND GROUNDCOVER INSTALLATION AS FOLLOWS APPROVED BY A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVEQ INSTALLATION, THE CONTRACTOR IS 12ESPONSBL 4,1 STD. P-019 3"= V-0" REW. MA12KNG PAINT. PRIOR TO BEGINNING SHRUB AND GROUNDCOVER INSTALLATION, THE CONTRACTOR SHAL onre. a15n FILL. P-O6_SMROB • -.. _ PLANTING NOTES: c. FOR THE SF -RUB AND GROUNDCOVER INSTALLATION, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE I D20CESS FOR PS -1 SHRUB AND GROUNDCOVER INSTALLATION AS FOLLOWS A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVEQ INSTALLATION, THE CONTRACTOR IS 12ESPONSBL E FOR CLEARLY MARKING THE SHRUB AND GROUNDCOVER AREA BOUNDARIES AND INDIVIDUAL SHRUB LOCATION WITH MA12KNG PAINT. PRIOR TO BEGINNING SHRUB AND GROUNDCOVER INSTALLATION, THE CONTRACTOR SHAL REQUEST A WALK THROUGH WITH RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE TO VERIFY TkIE SHRUB AND GROUNDCOVER AREA BOUNDARIES AND INDIVIDUAL SHRUB LOCATIONS. B. UPON SUCCESSFLL WALK THROUGH OF SHRUB AND GROUNDCOVER AREA BOUNDARIES AND INDIVIDUAL EP21LE3 PT_I LOCATIONS, THE CONTRACTOR SHALL PROCEED WITH SHRUB AND GQWNDCOVER INSTALLATION. ONCE T E SHRUB G20LNDCOVER INSTALLATION IS COMPLETE, THE INSTALLING CONTRACTOR SHALL REQUEST A WALK THROUGH FOR SUBSTANTIAL COMPLETION WITH RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE WILL PROVIDE WRITTEN DOCUMENTATION OFJ HE SUBSTANTIAL COMPLETION WALK THROUGH TO THE CONTRACTOR AND THE OWNER. IN THE FORM OFA PLINCH LIST NOTING ANY OUTSTANDING CONSTRUCTION ITEMS, THIS WALK THROUGH AND ANY RESULTING OUTSTANDI ITEMS SHALL BE COMPLETED AND/OR ADDRESSED PRIOR TO 12ECUESTNG A FINAL WALK THROUGH OR CONTINL NG WITH FURTHER CONSTRUCTION, C. ONCE THE SUBSTANTIAL COMPLETION PUNCH LIST HAS BEEN COMPLETELY ADDRESSED, THE INSTALLING ONITRACTOR SHALL REQUEST A FINAL WALK THROUGH WITH RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REP12 ESENTATIVET. THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT REPRESENTATIVE WILL PROVIDE WRITTEN DO MENTATION OF THE: FINAL WALK THROUGH TO THE CONTRACTOR AND THE OWNER BY COMPARING THE PUNCH LIST V /ITH FIELD CONDITIONS. AFTER SUCCESSFULLY COMPLETING A FINAL WALK THROUGH FOR SHRUB AND GROUNDC ER PLANTING THE CONTRACTOR MAY BEGIN THE MAINTENANCE PERIOD AS DESCRIBED IN THE SPECIFICATIONS. SUC STILE SFUL COMPLETION OF A FINAL WALK THROUGH MEANS THAT THERE ARE LQ OUTSTANDING ITEMS ON PLN H LIST THAT HAVE NOT BEEN RESOLVED TO THE SATISFACTION OF THE OWNER AND RIVERSIDE COUNTY TRANSPORT TION DEPARTMENT REPRESENTATIVE. THE PLANTING PLAN IS DIAGRAMMATIC, ALL PLANT LOCATIONS ARE APPROXIMATE QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE SHRUB AND GROUNDCOVER PLANTING SHALL BE INSTALLED PER SPECIFICATIONS AND DETAIL -O5 P 016, P-019 AND CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR SHALL VERIFY N THE FIELD PS -2 P-020 ON SHEET LP2 QUANTITIES NEEDED TO CONVEY THE INTENT OF THE PLANTING PLAN AND NOTIFY RIVERSIDE' COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWNI. PT_I TREE PLANTING AND ROOT BARRER INSTALLATION SHALL BE INSTALLED PER SPECIFICATIONSX-ANDaDETAk. P 6C ON )` ,`_ jj SHEET LP2 AND DETAIL P-013 ON SHEET LP3. REVISIONS RIVERSIDE COUNTY TRANS VAN DYKE LANDSCAPE ARCHITECTS LANDSCAPE NOTES AND DETAILS SHEET No. REV BY DESCRIPTION - 4TE -- - - - -- - APPROVED 8Y! &Ad'e9944 4/;kq/a CINDI WACHI DATE PROJECT MANAGER 9/28/2011 2:44 Pll ----- RELATIVE BORDER SCALE 0 1 2 3 487-10 PDEf IS IN INCHES PREPARED BY: DATE MITCH PHILLIPPE 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO. CA 92103 USERNAME -> 12/16/2010 DWG FILE "> 487-10 PDET RANCHO CALIFORNIA ROAD LP2 AT ANZA ROAD ROUNDABOUT «T 36 OF 53 �m ' wiwnme m < WO B9-0957 - . ass HH 9/28/2011 2:44 PM ---- 467-10 PDET PIAN SCALE: 1/4"=1' e C SECTION SCALE: 3/4"=17 1 O HARDSCAPE ® SEBELOW FINISH GRADEIER Z Q ROOT BARRIER 5 AND E PANTING PER PLANS (SEE SPECS) O ALONG EDGE ROOT NOTE: OFF HARDSCAPE MAY BE SAME AS IRRIGATION TRENCH WHERE APPLICABLE. ROOT BARRIER IS REQUIRED (BACKFILL SAME AS ADJACENT WHERE TREE IS 6'-D" OR LESS FROM MATERIAL) EDGE OF HARDSCAPE. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ��aa04 ROOT BARRIER hL!•!� RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS CINDI WACHI DATE PROJECT MANAGER O 1 2 3 _ VAN DYKE LANDSCAPE ARCHITECTS MUSCAPf APPROVED BY: �y0 "il lip4 �B�y 2 $ s e PREPARED BY: DATE ri LL4, PtS MITCH PHILLIPPE or CAL11� 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO. CA 92103 RNAME => 12/16/2010 ; FILE => 487-10 PDET ;' l 1! I...dd.l' ..I a I T 4twA LANDSCAPE DETAILS SHEET No. I RANCHO CALIFORNIA ROAD LP3 AT ANZA ROAD ROUNDABOUT �Lr 37 oF 53 �w os w xwe °i c W O 139-0957 H 4 RC -25 r i / 6 6 / TRE r- A C2 E 00 N' �F� T. T T. so 4q� i i = ri INw w 9/28/2011 2:34 PM 487-10 PER I I \I �FI � 0 PEDESTRIAN RAMP SEE CIVIL SITE \ MR12OVEMEF PLANS � o I I REVISIONS DESCRIPTION IPPR DA RELATIVE BORDER SCALE IS IN INCHES LIGHTING NOTES: ELI LINE VOLTAGE LIGHTING WIRE N CONDUIT. PROVIDE r SCP 40 PVC, WITH (4) 010 WIRES, E-2 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING IRRIGATION CONTROLLER/ELECTRICAL PEDESTAL APPROXIMATELY 1000' EAST OF ANZA ROAD CENTERLINE. ONCE THE EXISTING CONTROLLER HAS BEEN LOCATED CONTRACTOR 51 -ALL PULL ELECTRICAL WIRE FROM A DEDICATED BREAKER INSIDE ELECTRIC METER PEDESTAL INTO IRRIGATION CONTROLLER FOR CONNECTION OF UGHTNG PHOTOCELL. LANDSCAPE LIGHTS SHALL NOT BE CONNECTED TO THE SAME CIRCUT BREAKER OR GFCI AS THE IRRIGATION CONTROLLER. ONCE A DEDICATED BREAKER HAS BEEN ESTABLISHED AND WIRE HAS BEEN PI I I D INTO IRRIGATION CONTROLLER, CONTRACTOR IS RESPONSIBLE FOR ALL WIRING NE-CESSA12Y FOR A COMPLETE LIGHTING SYSTEM INCLUDING BUT NOT LIMITED TO POWER FROM METER BOX ON SEPERATE C92CUT TO CONTROLLER MOUNTED PHOTOCONTROL, WIRING PER MANUFACTURER FROM PHOTOCONTROL TO LIGHTS, PU LLBOXES AT EVERY 200' AND ONE ADJACENT TO THE EXTERIOR OF THE EXISTING IRRIGATION CONTROLLER. ALL WIRES, ALL WIRE CONNECTIONS AND ANY OTHER REQUIREMENTS PER SPECIFICATIONS. PHOTOCONTROL LOCATION SHALL BE APPROVED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT BEFORE NSTALLATION AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. E-3 LANDSCAPE LIGHTS. PRECISE LOCATIONS TO BE STAKED IN THE FIELD AFTER TREE INSTALLATION AND VERIFIED BY RIVERSIDE COUNTY TRANSPORTATION DEPA12TMENIT i REPRESENTATIVE BEFORE NSTALLATIONL o — F — : --- F w C w w w 3 N ww _ F 9 S 3 3 (D 6126 LF WIRE IN GREEN O_ w AI I I \I �FI � 0 PEDESTRIAN RAMP SEE CIVIL SITE \ MR12OVEMEF PLANS � o I I REVISIONS DESCRIPTION IPPR DA RELATIVE BORDER SCALE IS IN INCHES LIGHTING NOTES: ELI LINE VOLTAGE LIGHTING WIRE N CONDUIT. PROVIDE r SCP 40 PVC, WITH (4) 010 WIRES, E-2 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING IRRIGATION CONTROLLER/ELECTRICAL PEDESTAL APPROXIMATELY 1000' EAST OF ANZA ROAD CENTERLINE. ONCE THE EXISTING CONTROLLER HAS BEEN LOCATED CONTRACTOR 51 -ALL PULL ELECTRICAL WIRE FROM A DEDICATED BREAKER INSIDE ELECTRIC METER PEDESTAL INTO IRRIGATION CONTROLLER FOR CONNECTION OF UGHTNG PHOTOCELL. LANDSCAPE LIGHTS SHALL NOT BE CONNECTED TO THE SAME CIRCUT BREAKER OR GFCI AS THE IRRIGATION CONTROLLER. ONCE A DEDICATED BREAKER HAS BEEN ESTABLISHED AND WIRE HAS BEEN PI I I D INTO IRRIGATION CONTROLLER, CONTRACTOR IS RESPONSIBLE FOR ALL WIRING NE-CESSA12Y FOR A COMPLETE LIGHTING SYSTEM INCLUDING BUT NOT LIMITED TO POWER FROM METER BOX ON SEPERATE C92CUT TO CONTROLLER MOUNTED PHOTOCONTROL, WIRING PER MANUFACTURER FROM PHOTOCONTROL TO LIGHTS, PU LLBOXES AT EVERY 200' AND ONE ADJACENT TO THE EXTERIOR OF THE EXISTING IRRIGATION CONTROLLER. ALL WIRES, ALL WIRE CONNECTIONS AND ANY OTHER REQUIREMENTS PER SPECIFICATIONS. PHOTOCONTROL LOCATION SHALL BE APPROVED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT BEFORE NSTALLATION AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. E-3 LANDSCAPE LIGHTS. PRECISE LOCATIONS TO BE STAKED IN THE FIELD AFTER TREE INSTALLATION AND VERIFIED BY RIVERSIDE COUNTY TRANSPORTATION DEPA12TMENIT i REPRESENTATIVE BEFORE NSTALLATIONL o — F — : --- F w C w w w 3 N ww _ F _ S RANCHO CALIFORNIA ROAD 4,504 LF 010 WIRE (D 6126 LF WIRE IN GREEN O_ w W w w —w w y W w _.—. I 3� (NOT SHOWN) SEE SPECS. I SEE SPECS. PHOTO CONTROL SWITCH;:AT EXIS IRRIGATION CONTROLLER ,'.AS ClalL F—F FF—F--F—F—F—F—F—F--F�— FF-- I ! /// \ —r r- T T-1 T T T r T T =1 1--_y_ MEDIAN SEE CIVIL SITE STREET SI TYP. W�ROVEN�P.NT PLANS. -_--- e CURB AND GUTTER SEE CN1. RIGHT OF WAY, TYP. SITE IMPROVEMENT PLANS LIGHTING LEGEND: SYMBOL MANUFACTURER CITY. MODEL NUMBER, DESCRIPTION 0 HYDREL. 3 7000-70CMT6-MVOLT-MFL-KM-GS-LPI-DDB MEDIUM FLOOD LIGHT, SEE DETAIL E-001 ON SI-EET IRD5 OQ CHRISTY 7 N09 W/ N09 -61J PRECAST CONCRETE BOX W/ STEEL PLATE BOLT DOWN COVER, SEE DETAIL E-002 ON SHEET IRD5 ------ APPROVED 1,126 LF CONDUIT r PVC ELECTRICAL CONDUIT (NOT SHOWN) APPROVED 4,504 LF 010 WIRE (D 6126 LF WIRE IN GREEN (D 6126 LF WIRE IN WHITE "` y 01,126 LF WIRE IN BLACK CCCYYY I 3� (NOT SHOWN) SEE SPECS. I SEE SPECS. PHOTO CONTROL SWITCH;:AT EXIS IRRIGATION CONTROLLER ,'.AS ClalL PI PI 2n ACY _-acr _. ao' _ ! /// \ CINDI WACHI DATE PROJECT MANAGER 0 1 2 3 VAN DYKE LANDSCAPE ARCHITECTS APPROVED BY: 4 ec Yl� g-2p_n PREPARED BY: MITCH PHILLIPPE 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO. CA 92103 USERNAME -> 12/16/2010 DWG FILE -> 487-10 PRIR IRRIGATION AND LIGHTING PLAN SHEET No. 1 RANCHO CALIFORNIA ROAD IR1 AT ANZA ROAD ROUNDABOUT 38 53 SHEET OF ml �a veiav/xov � WO B9 -09E-, COUNTY 95S-.Nrl FILE No 7 IRRIGATION CONSTRUCTION NOTES: C -I UPSTREAM TE -IN LOCATION AT EXISTING PRESSURE SUPPLY LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH BOTH CSA AND RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE BEFORE STARTING ANY WORK TO EXISTING IRRIGATION SYSTEM. ONCE CSA AND RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE ARE AWARE OF CONSTRUCTION OPERATIONS, CONTRACTOR SHALL N THIS APPROXIMATELY LOCATION LOCATE EXISTING T PRESSURE SUPPLY LINE AND WIRES F PRESSURE SUPPLY LINE IS NOT T, IMMEDIATELY CONTACT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE. ONCE LOCATION AND SIZE OF EXISTING PRESSURE SUPPLY ENE IS CONFIRMED AND WATER SUPPLY IS SHUT DOWN USING ALL APPROPRIATE FITTINGS CUT INTO EXISTING PRESSURE SUPPLY LINE AND EXTEND AND ADDING SLEEVE AS SHOWN THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CUTTING AND EXTENDING ALL EXISTING REMOTE CONTROL VALVE WIRES FROM THIS LOCATION TO NEW TIE N LOCATION ON WEST SIDE OF RANCHO CALIFORNIA ROAD AS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONNECTION OF EXISTING WIRES N EXACT SAME SEQUENCE AS ALREADY INSTALLED, ALL WIRE SPLICES SHALL BE INSTALLED N b' ROUND VALVE BOX PER DETAIL. NEW REMOTE CONTROL VALVE WIRES FROM NEW REMOTE CONTROL VALVES SHALL RUN CONTINUOUSLY FROM REMOTE CONTROL VALVES TO CONTROLLER. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR TRENCHING ALONG EXISTING PRESSURE SUPPLY LINE TO CONTROLLER LOCATION FOR NEW WIRES, CSA AND RIVERSIDE COUNTY TRANSPORTATION REPRESENTATIVE TO APPROVE TRENCH LOCATIONL O_2 DOWNSTREAM TIE-IN LOCATION AT EXISTING PRESSURE SUPPLY LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING PRESSURE SUPPLY LINE AND WIRE IN THIS APPROXIMATE LOCATION THE CONTRACTOR SHALL USE ALL APPROPRIATE FITTINGS CUT INTO EXISTING 2' PRESSURE SUPPLY LINE AND CONNECT NEW 2' PRESSURE SUPPLY LINE AS SHOWN, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RECONNECTION OF NEW REMOTE CONTROL VALVE WIRES FROM EAST SIDE OF RANCHO CALIFORNIA ROAD TO THIS LOCATION IN EXACT SAME SEQUENCE AS EXISTING CONNECTION PER DETAIL, QEXISTING CONTROLLER. THE CONTRACTOR TO LOCATE EXISTING IRRIGATION CONTROLLER RO APPROXIMATELY 1,000 FEET EAST OF CENTERLINE OF ANZA ROAD, REMOVE EXISTING CONTROLLER AND INSTALL NEW IRRIGATION CONTROLLER IN EXISTING STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR MODEL NUMBER), THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CONTROL WIRE CONNECTIONS FROM THE NEW IRRIGATION REMOTE CONTROL VALVES AND EXISTING CONTROL VALVE WIRES TO THE NEW CONTROLLER, ALL WIRE CONNECTIONS TO NEW REMOTE CONTROL VALVES AND ALL WIRE CONNECTIONS TO THE TERMINAL STRIP AND FOR LABELING ALL WIRE AT BOTH TERMINAL ENDS WITHIN I INCH OF THE END WITH THE PROPER STATION NUMBER. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSTALLING ALL SPARE WIRES FROM THE CONTROLLER TO THE NEW SPARE WIRE BOX AT THE LOCATIONS SHOWN ON THE IRRIGATION PLAN NEW COMMON WIRES SHALL BE 12AWG. USE SAME NUMBERING SEQUENCE AS PREVIOUS SETUP ADDING NEW REMOTE CONTROL VALES IN NEXT OPEN TERMINAL. ALL WORK SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS. 9 ROGATION SLEEVING. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE: CONTRACTOR INSTALLING SLEEVING FOR EXACT SLEEVE AND CONDUIT LOCATIONS, DEPTHS AND SIZES BEFORE SLEEVING IS INSTALLED. THE IRRIGATION CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR VERIFYING BOTH SLEEVING AND CONDUIT PROPOSED LOCATIONS ARE ACCEPTABLE FOR RUNNING PRESSURE SUPPLY LINE, LATERAL LINES AND WIPES THROUGH THEM PER DETAILS AND PLANS BEFORE SLEEVING AND/OR CONDUIT IS INSTALLED. F THERE IS ANY PROBLEMS WITH SLEEVES AND/OR CONDUIT AT THE INDICATED LOCATION DUE TO OBSTRUCTIONS OR TIGHT ANGLES, IMMEDIATELY CONTACT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE. F THE IRRIGATION CONTRACTOR FAILS TO NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE OF ANY PROBLEMS WITH SLEEVING OR CONDUIT BEFORE INSTALLATION THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE IRRIGATION SYSTEM AS DIRECTED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE AT THE SOLE EXPENSE OF THE IRRGATION CONTRACTOR. ONCE SLEEVING AND CONDUIT HAS BEEN INSTALLED IRRIGATION CONTRACTOR SHALL LOCATE EXISTING SLEEVING AND/OR CONDUIT AND INSTALL IRRIGATION PER PLANS. 03 CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXTENSION OF (2) TWO CONTINUOUS GREEN SPARE WIRES AND 0) ONE CONTINUOUS WHITE SPARE WIPE TO THIS APPROXIMATE LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR LOOPING (D ONE OF THE CONTINUOUS GREEN SPARE WIRES THROUGH EACH VALVE BOX AS SHOWN ON DETAIL. C<i INSTALL ALL PRESSURE SUPPLY LINE AND ANY EQUIPMENT LOCATED ON THE PRESSURE SUPPLY UNE, INCLUDING BUT NOT LIMITED TO ELECTRIC CONTROL VALVES, SUPPLEMENTAL IRRIGATION CONTROL VALVES, QUICK COUPLERS, SPLICE BOXES AND SPARE WIRE BOXES. WHERE PRESSURE SUPPLY LINE IS SHOWN ON THE PLANS, INSTALL THE PRESSURE SUPPLY LINE IN THE LANDSCAPE AREA BACK OF 18' WIDE MANTENANCE BAND. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE IN THE EVENT THAT THERE ARE ANY EXTENUATING CIRCUMSTANCES WHICH WOULD CAUSE PRESSURE SUPPLY LINE NOT TO BE INSTALLED USING THE AFORE MENTIONED CRITERIA AND/OR THE PLANS, FINAL LOCATION OF ALL PRESSURE SUPPLY LINE IS TO BE APPROVED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE. ONCE INSTALLED, PERFORM PRESSURE TEST AS DESCRIBED IN THE SPECIFICATION PRIOR TO BACKFILLING TRENCH. 9/28/2011 11:59 AM 487-10 IDET GENERAL IRRIGATION NOTES: I. THESE PLANS WERE PREPARED USING BASE INFORMATION PROVIDED BY THE COUNTY OF RIVERSIDE. THE CONTRACTOR IS RESPONSIBLE FOR VE2FYNG THE ACCL12ACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. N THE EVENT THAT THE CONTRACTOR FAILS TO VERIFY THE ACCURACY OF THE BASE INFORMATION AND/OR FAILS TO IMMEDIATELY NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE OF DISCREPANCIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK, THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER, 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL ASSUME FLLL RESPONSIBILITY FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR 12EPLACNG ALL EQUIPMENT AND/OR MATERIALS OUTSIDE OF THE EMT OF WORK WHICH ARE DAMAGED DURING CONSTRUCTION, WITH MATERIALS IN-KIND, AT NO ADDITIONAL COST TO THE OWNER. 4. REFER TO THE IRRIGATION DETAILS, LEGEND AND SPECIFICATIONS FOR PRODUCT INSTALLATION AND EXECUTION PROCEDURES. 5. SYSTEM FLOW VELOCITIES SHALL NOT EXCEED 5 FEET PER SECOND. IN THE EVENT THAT IRRIGATION ZONES ARE ALTERED DIRIJG CONSTRUCTION, THE CONTRACTOR ASSUMES THE RESPONSIBILITY OF SIZING THE LATERAL LINES ACCORDINGLY, AT NO ADDITIONAL COST TO THE OWNER. 6. PRIOR TO REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, ALL REQUIREMENTS IN THE CONSTRUCTION NOTES AND SPECIFICATIONS SHALL BE COMPLETED BY THE CONTRACTOR, REFER TO SPECIFICATIONS FOR QUALITY CONTROL MEASURES. 7. DURING THE FINAL WALK THROUGH OF CONSTRUCTION IF IT IS FOUND THAT THE EMITTER TUBING SPACING WAS NOT COMPLETED PER PLAN AND/OR THE MANUFACTURERS RECOMMENDATIONS THEN THE CONTRACTOR SHALL ADD ADDITIONAL EMITTER TUBING RUINS, OR RE -ALIGN PIPE TUBING RUNS AS DIRECTED BY THE LANDSCAPE ARCHITECT AND/OR OWNERS REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. ALL SHRUBS SHALL RECEIVE (1) EMITTER, EACH I GALLON SHRUBS SHALL RECEIVE (D 1.0 G.P.H. EMITTER AND 5 GALLON SHRUBS SHALL RECEIVE (D 2.0 G.P.H. EMITTER, 8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL FITTINGS AND MATERIALS F012 INSTALLATION OF COMPLETE IRRIGATION SYSTEM PER PLANS. 9. LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED N PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. tO. ALL CONTROL AND COMMON WIRES SHALL BE SIZED PER MANUFACTURERS CHARTS AND/OR RECOMENDATIONS. USE M AWG FOR ALL COMMONS AND SPARE COMMONS. A. ALL 90 DEGREE FITTINGS INSTALLED ON PRESSURE SUPPLY LINE SHALL BE APPROVED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT REPRESENTATIVE BEFORE INSTALLATION, 12. REFER TO SHEET 43 (I12D5) FOR ESTIMATED IRRIGATION RUN TIMES. IRRIGATION LEGEND: 3YM80'_ MANUFACTURER' MODEL NUMBER, DESCRIPTION: RAD.' P.S.I: GP.M.s DETAIL Rancho California Road /Anza Road Roundabout County of Riverside Transportation Department Landscape Water Requirements Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape - 6,794 S.F. INPUT the Hist. ETo for the area =1 54.99 MAWA= 24,774 cu It I yr 2 Estimated Annual Water Use (EAWU) Hydrozone M 1 - Shrubs BOWSMITH SL210 1/2- FPT I GPI -I EMITTER r 30 1-0919 1-090 EAWU=j 17.204 SALCO SLV-PVC-ACL12 12' PRE ASS. PVC FLEX RISER INPUT square footage of hydrazone =1 46 • HUNTER RZWS-36-50-CV (2) DEEP TUBE BUBBLERS 2' 30 1.0 F050 IRRITROL 700 SERIES ELECTRIC CONTROL VALVE 1 1-041 E 1-045 ® IPPMPOL 700 SERIES DRIP VALVE ASSEMBLY W/ OMNI REG 1-042 E 1-045 E WYE STRAINER e 12AINSI12D 33DNP QUICK COUPLING VALVE 1-044 o SEE SPECS SEE SPECS FLUSH VALVE ASSEMBLY 1-092 N SPEARS 2122 -XXX ISOLATION BALL VALVE (LINE SIZE) 1-040 M NIBCO T -113-K ISOLATION GATE VALVE (LINE SIZE) 1-030 % SEE SPECS, SEE SPECS, SPLICE BOX 6-030 In SEE SPECS. SEE SPECS. SPARE WIRE BOX 1-046 ® HUNTER IC -3600-M 36 STATION CONTROLLER IN METAL CABINET HUNTER MINA-CLIK-C RAN SENSOR / SHUTOFF SWITCH HUNTER SG -MC STANLESS STEEL RAIN SENSOR GUARD ----------- APPROVED IRRIGATION CONDUIT G-051 ------------- APPROVED IRRIGATION SLEEVE (SEE SPECS.) G-051 APPROVED PVC SCH 40 NON -PRESSURE LATERAL LINE G-051 E G-050 APPROVED PVC CE315BE POTABLE PRESSURE SUPPLY UNE G-051 E G-050 — — — — EXISTING PRESSURE SUPPLY LINE STATION NUMBER GALLONS PER MINUTE PLANT MATERIAL TYPE ELECTRIC CONTROL VALVE SIZE CONSTRUCTION NOTE Rancho California Road /Anza Road Roundabout County of Riverside Transportation Department Landscape Water Requirements Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape - 6,794 S.F. INPUT the Hist. ETo for the area =1 54.99 MAWA= 24,774 cu It I yr 2 Estimated Annual Water Use (EAWU) Hydrozone M 1 - Shrubs INPUT Plant Factor = 0.5 INPUT square footage of hyarozone =1 6,794 INPUT hydrazone irrigation eficiency = 0.9 Drip ImfIetee EAWU=j 17.204 cuft/yr Hydrozone If2-Tress INPUT Plant Factor= 0.2 INPUT square footage of hydrazone =1 46 INPUT hydrazone Irrigation efficiency = 0.85 Dabbler Irnpafee EAWU = 51 cult1 yr SubTotal EAWU = 17,255 cu ft / yr Input Irrigation System Operation Factor 0.85 Total EAWU = 20,300 MAWA - EAWU = 4,474 cu ft 1 yr (this number must be positive) TAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 18% REVISKNNlS RIVERSIDE COUNTY TRANS VAN DYKE LANDSCAPE ARCHITECTS DY ...HIPTION - - - _ `NMOsCAPP APPROVED By 4 t PREPARED BY: DATE op?N MITCH PHILLIPPE OF 1, 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO, CA 92103 - -- ---- RELATIVE BORDER SCALE O 1 2 3 1 SERNAME _> 12/16/2010 IS IN INCHES I I I I I I I WG FILE _> 487-10 IDET NOTE: - NO LOW HEAD DRAINAGE ALLOWED ALL EQUIPMENT LISTED ABOVE SHALL BE INSTALLED AS SPECIFIED OR APPROVED EQUAL - ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS, SPECIFICATIONS AND / OR MANUFACTURER'S RECOMMENDATIONS, IRRIGATION LEGEND AND NOTES I SHEET No. RANCHO CALIFORNIA ROAD IRD1 AT ANZA ROAD ROUNDABOUT -rrT 39 Or 53 xoszo. ae/oe/zwr � WO e9 -09s7 COUNTY 955 •NN FILE Na. I H O1 FINISH GRADE 8 TUBE DEPTH BELOW ROOT BALL 1'-0" Q (SEE PLANTING DETAIL FOR BALL HOLE DEP' © 40 PVC 4" PERFORATED RIGID 3"= V -O" PIPE AI'HN OSCH 2 WITH FILTER SOCK AND 4" NDS GREEN © PRESSURE UPPLY LINE SO O3 DRAINAGE GRATE CAP FASTEN CAP BALL VALVE AND SUPPLY LINE TO COUPLER PER PLAN) EXTENDED MANIFOLDS WITH A MINIMUM OF (3) STAINLESS BALL VALVE 1 © STEEL SCREWS OBUBBLERSSEE IRRIGATION LEGEND) INSTALL 1 MINIMUM BELOW DRAIN GRATE TREE BUBBLER SCHEDULE: 4 12" MPT X 12" MIPT (LENGTH AS REQUIRED) SCH. 80 NIPPLE (2 REQUIRED) 15 GALLON - 1 BUBBLER O12" FIPT X 12" FIPT SCH. 40 90 DEGREE ELBOW 24" BOX - 1 BUBBLER 36" BOX - 2 BUBBLERS © (PEIR LE�XERS ExN//D2� AggNLDL�'SPECIFCATIONS) 48' BOX AND UPBL4 BUBBLERS O FEMALE ADIAPJV SCH. 40 TREE WELL BUBBLER AND SCHEDULE I API DATE: 91511 -1H 1O 10" RND NOT CUT AADDITIVE ONALEHO ES INTO BOX)CIFICATIONS) © INSTALL FITER FABRIC 3"= V -O" (DO AI'HN AROUND GLRAVEL SUMP O2 FINISH GRADE © PRESSURE UPPLY LINE SO O3 (LATERAL LINE SIZE) BALL VALVE AND SUPPLY LINE TO COUPLER PER PLAN) EXTENDED MANIFOLDS OISOLATION 3 BALL VALVE 1 © OR QUICK COUPLER (SEE SPECIFICATIONS) O SLIP X SLIP 45 DEGREE ELL 5 314" GRAVEL SUMP IN, UNDER, (2 REQUIRED) O4 AND AROUND VALVE BOX (FILL TO 13 T ENE PRESSURE SUPPLY LINE � TOP OF VALVE BOX HOLES) 928/2011 11 S9 AM -- 487-10 IDE( 1O COUtJTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ISOLATION BALL VALVE MANIFOLD / QUICK COUPLER APPROVED BY. w" SrD 1-040 3"= V -O" (SHOWN AT SIDE FOR GRAPHIC 928/2011 11 S9 AM -- 487-10 IDE( 1O ELECTRIC CONTROL VALVE 10 314" GRAVEL SUMP IN, UNDER AND (SEE (SHOWN AT SIDE FOR GRAPHIC AI'HN AROUND VALVE BOX. FILL TO TOP OF O6" 2 LONG SCH. 80 TOE NIPPLE 11 VALVE BOX HOLES SLIP X FIP ELL (LINE SIZE) O3 (LATERAL LINE SIZE) BALL VALVE AND SUPPLY LINE TO COUPLER PER PLAN) 3 CONNECT WIRES TO VALVE USING 1 © PVC PRESSURE SUPPLY LINE (CUT WATER TIGHT CONNECTORS (SEE ELECTRIC CONTROL VALVE TO FIT MAXIMUM DIMENSION FROM 5 SPECIFICATIONS) TOP OF VALVE TO TOP OF LID) G) USE 1/2' PVC SCRAP T WRAP 12" OF 13 T ENE PRESSURE SUPPLY LINE � ADDITIONAL WIRE BEFORE CONNECTING 14 PRESSURE SUPPLY LINE O CLOSED NIPPLE (LINE SIZE) (SEE PLAN FOR SIZE) 15 LATERAL © FINISH GRADE SEE PLANINE FOR SIZE) O] RECTANGULAR VALVE BOX (SEE 16 SCH 80 COUPLING (LATERAL LINE SIZE) SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) Q INSTALL FILTER FABRIC AROUND GRAVEL SUMP ®PVC SCH 80 BALL VALVE 18 VALVE IDENTIFICATION TAG (LINE SIZE) NOTE: ` 44" SCH 80 NIPPLE (LINE SIZE) BALL VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE IS INSTALLED AS A SINGLE VALVE AND NOT PART OF A ELECTRIC CONTROL VALVE WITH BALL VALVE I APPROVED BY. 12 13 314" GRAVEL SUMP IN, UNDER AND ®SCH. 60 PVC BALL VALVE (LINE SIZE) AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES g CLOSED NIPPLE (2 REQUIRED) RECTANGULAR VALVE BOXSEESPEC0 1" ELECTRIC CONTROL VALVE NVITH ADDITIONAL II HOLLS IONS NTO BOX) 10 PRESSURE REGULATING FEATURE, WYE STRAINER (SEE SPECIFICATIONS) SEE SPECIFICATIONS; 11 2" SCH. 80 NIPPLE (2 REQUIRED) PVC NON PRESSURE LATERAL LINE 1 1• SCH. 80 NIPPLE (2 REQUIRED) OR POLYETHYLENE TUBING (SEE SPECIFICATIONS) 13 SCH. 80 PVC UNION (LINE SIZE) 18" LENGTH OF SCH. 40 FLEXIBLE PVC TUBING CONNECT TO FILTER PVC SCH. 40 FIP X FIP ELL USE 112" PVC SCRAP TO WRAP 12" OF 14 (2 REQUIRED) ADDITIONAL WIRE BEFORE CONNECTING15 INSTALL FILTER GRAVEL SUMP FABRIC AROUND PVC SCH. 40 SLIP X FIPT ELL CONNECTIN RISER FROM PVC PRESSURE SUPPLY LINE 16 VALVE IDENTIFICATION TAG DRIP VALVE ASSEMBLY - 1" WITH BALL VALVE I APPROVED BY: DAZE. 31511 RIVERSIDE COUNTY TRANS I VAN DYKE LANDSCAPE ARCHITECTS CINOI WACHI DATE PROJECT MANAGER APPROVED By: MULTIPLE VALVE MANIFOLD ti v SINGLE VALVE MANIFOLD NOTE: NO MORE THAN 5 ELECTRIC CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. Q1 REVISIONS PIPE SEE PLAN OR SIZE (SEE (SHOWN AT SIDE FOR GRAPHIC AI'HN DAIS 12 13 314" GRAVEL SUMP IN, UNDER AND ®SCH. 60 PVC BALL VALVE (LINE SIZE) AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES g CLOSED NIPPLE (2 REQUIRED) RECTANGULAR VALVE BOXSEESPEC0 1" ELECTRIC CONTROL VALVE NVITH ADDITIONAL II HOLLS IONS NTO BOX) 10 PRESSURE REGULATING FEATURE, WYE STRAINER (SEE SPECIFICATIONS) SEE SPECIFICATIONS; 11 2" SCH. 80 NIPPLE (2 REQUIRED) PVC NON PRESSURE LATERAL LINE 1 1• SCH. 80 NIPPLE (2 REQUIRED) OR POLYETHYLENE TUBING (SEE SPECIFICATIONS) 13 SCH. 80 PVC UNION (LINE SIZE) 18" LENGTH OF SCH. 40 FLEXIBLE PVC TUBING CONNECT TO FILTER PVC SCH. 40 FIP X FIP ELL USE 112" PVC SCRAP TO WRAP 12" OF 14 (2 REQUIRED) ADDITIONAL WIRE BEFORE CONNECTING15 INSTALL FILTER GRAVEL SUMP FABRIC AROUND PVC SCH. 40 SLIP X FIPT ELL CONNECTIN RISER FROM PVC PRESSURE SUPPLY LINE 16 VALVE IDENTIFICATION TAG DRIP VALVE ASSEMBLY - 1" WITH BALL VALVE I APPROVED BY: DAZE. 31511 RIVERSIDE COUNTY TRANS I VAN DYKE LANDSCAPE ARCHITECTS CINOI WACHI DATE PROJECT MANAGER APPROVED By: MULTIPLE VALVE MANIFOLD ti v SINGLE VALVE MANIFOLD NOTE: NO MORE THAN 5 ELECTRIC CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. Q1 PRESSURE SUPPLY LINE ©MANIFOLD PLAN FOR SIZE) PIPE SEE PLAN OR SIZE (SEE (SHOWN AT SIDE FOR GRAPHIC O2 BALL VALVES TO MANIFOLD (SEE IRRIG LEGEND AND DETAIL) CLARITY, LOCATE UNDERNEATH QUICK COUPLER VALVE BOXES) O3 (SEE IRRIG. LEGEND AND DETAIL) O BALL VALVE AND SUPPLY LINE TO COUPLER PER PLAN) BRAND ALL VALVE BOXES PER QUICK (SIZE ®HEAT SPECS ELECTRIC CONTROL VALVE 5 (SEE IRRIG. LEGEND AND VALVE DETAIL) 1724-tl DATE N H :.:. 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO, CA 92103 RELATIVE BORDER SCALE 0 1 2 3 (USERNAME _> 4/16/2010 IS IN INCHES I �,- I__,J._J DWG FILE => 487-10 IDET MANIFOLD CONFIGURA SINGLE AND MULTIPLE VALVES I APPRU DETAILS DATE: 11511 SHEET No. RANCHO CALIFORNIA ROAD IRD2 ° AT ANZA ROAD ROUNDABOUT o0 s�E-- 40 or 53 m� �m sm. aaiwnma m WO 39-09' COUNTY 95,./��yiI FILE No. l I�1I i� ----------------- (D O FINISH GRADE ®(LINE 6" LONG SCH. 80 TOE NIPPLE SIZE)(TWO REQUIRED) O10" 2 O8" ROUND VALVE BOX (SEE SPECIFICATIONS,© DO NOT CUT ADDITIONAL HOLES INTO BOX) DIAMETER CL 160 PVC SLEEVE (TO REST ON TOP EDGE OF ISOLATION GATE VALVE) O 314" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX, FILL TO TOP OF VALVE BOX HOLES INSTALL FILTER FABRIC AROUND GRAVEL SUMP ®ISOLATION GATE VALVE (WITH CROSS HANDLE, SEE SPECIFICATIONS) ® PRESSURE SUPPLY LINE (REFER TO PLAN FOR SIZE) ADDITIONAL HOLES INTO BOX) ® O (4 REQUIRED) DEGREE ELL ISOLATION GATE VALVE FOR UP TO 2117 PRESSURE SUPPLY LINE AwROVI SLIP X MIPT SCH 40 PVC ADAPTERB FINISH GRADE PVC SCH. 40 FIPT X FIPT ELL (2 REQUIRED) WITH BELOW GRADE LATERAL LINE APPROVEo By (3 REQUIRED) 10" ROUND VALVE BOX (SEE O FINISH GRADE SPECIFICATIONS, DO NOT CUT TEE IN PRESSURE SUPPLY LINE 10 1" PVC. SCH. 40 STREET ELL ADDITIONAL HOLES INTO BOX) ® 8" PVC SCH. 80 RISER 18" LENGTH OF SCH. 40 FLEXIBLE ®SHRUB 3/4" GRAVEL SUMP IN, UNDER AND A PVC TUBING FOR FLUSHING OO VALVE BOX (FILL TO TOP OF HOLES) OUTSIDE OF BOX 40 GALV. 36" STAKE WITH (2) INSTALL FILTER FABRIC AROUND SCH. 40 PVC BALL VALVE iU GRAVEL SUMP (LINE SIZE) PVC SCH. 80 THREADED NIPPLE DRIP TUBING AND/OR LATERAL LINE CLOSED NIPPLE (2 REQUIRED) 11 (SEE SPECIFICATIONS) MANUAL FLUSH VALVE ASSEMBLY FOR POINT TO POINT GRIP I APPROVED BY 9/28/2011 11:59 AM 487-10 IDET DATE'. 3-15-11 1 FINISH GRADE OB 10 ELLL REQUIRED) CHECK VALVE WITH BELOW GRADE LATERAL LINE APPROVEo By (2 QQUICK COUPLING VALVE (SEE LEGEND AND SPECIFICATIONS) O 1"X 8" SCH. 80 NIPPLE O TEE IN PRESSURE SUPPLY LINE 10 1" PVC. SCH. 40 STREET ELL ) (SEE PRESSURE LAN FOR SIZE)INE 11 INSTALL GRAVEL SUMP (SEE DETAIL) ®SHRUB SPACING 6 10" ROUND VALVE BOX DO NOT CUT ADDITIONAL HOLE INTO BOX) 12 3/4" GRAVEL SUMP IN, UNDER (VARIES - SEE PLANTING PLANS) 40 GALV. 36" STAKE WITH (2) AND AROUND VALVE BOX. FILL OSCH 6 SPRINKLER TIES TO TOP OF VALVE BOX HOLES IRRIGATION PRESSURE SUPPLY LINE PVC SCH. 80 THREADED NIPPLE 7 (SIZE TO FIT) QUICK COUPLING VALVE REVISIONS NOTE: INSTALL DRIP EMITTER INSIDE OF PLANT WATERING BASING ADJACENT TO ROOT BALL O SHRUB OR GROUNDCOVER O PLANT WATERING BASIN ®EMITTER NOZZLE AND SCREEN SEE SPECIFICATIONS ® MULCH PER PLANTING DETAILS O AMENDED BACKFILL © 112" x 12" FLEXIBLE PVC O7 PLANT ROOT BALL ®SCH 40 S x S x T TEE (OR ELBOW) /� (LATERAL SIZE x 1/2" FIPT) L9J LATERAL LINE 1 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT EMITTER ON FLEXIBLE RISER E CHECK VALVE WITH BELOW GRADE LATERAL LINE APPROVEo By { LD STD. 1-091 1 112"= P-0" BE`�- n RIVERSIDE COUNTY TRANS &.. C,? of4� owit CINDI WACHI TE PROJECT MANAGER VAN DYKE LANDSCAPE ARCHITECTS 1 APPRG%' s TOP OF S REPAIRED PREPPARED BY: DATE MITCH PHILLIPPE 2970 FIFTH AVENUE. SUITE 240 SAN DIEGO, CA 92103 RELATIVE BORDER SCALE 0 1 2 3 (USERNAME => 12/16/2010 IS IN INCHES I I I I I DWG FILE _> 487-I0 IDET POINT TO POINT IRRIGATION WITH BELOW GRADE LATERALS JA PROVED BY: IRRIGATION DETAILS SHEET No. RANCHO CALIFORNIA ROAD IRD3 AT ANZA ROAD n ROUNDABOUT - SHE- 41 OF 53 o- �m wmco oa/�/� m v WO B9-0957 COUNTY gS$WHO WHOFILE No. MANUALFLUSH VALVE ASSEMBLY O CHECK VALVE O(SEEEMITTER 2 ON FLEXIBLE RISER 8 O DRIP VALVE ASSEMBLY (SEE DETAIL) (SEE DETAIL) ®SHRUB SPACING 7 SWING ASSEMBLY FOR SLOPE IRAN; (VARIES - SEE PLANTING PLANS) CIF APPLICABLE) ® PRESSURE REGULATOR O IRRIGATION PRESSURE SUPPLY LINE REPAIRED PREPPARED BY: DATE MITCH PHILLIPPE 2970 FIFTH AVENUE. SUITE 240 SAN DIEGO, CA 92103 RELATIVE BORDER SCALE 0 1 2 3 (USERNAME => 12/16/2010 IS IN INCHES I I I I I DWG FILE _> 487-I0 IDET POINT TO POINT IRRIGATION WITH BELOW GRADE LATERALS JA PROVED BY: IRRIGATION DETAILS SHEET No. RANCHO CALIFORNIA ROAD IRD3 AT ANZA ROAD n ROUNDABOUT - SHE- 41 OF 53 o- �m wmco oa/�/� m v WO B9-0957 COUNTY gS$WHO WHOFILE No. IIiNjgoow lj1 W a 6j o W � 0 N III—III- O ? 0 — J TRENCH WIDTH y i o I-11 (SEE SPECS) ow~ 111"11111 II zo i FINISH GRADE I 11-111-11 —111-111- -11 -1—I—III—I I I-111—III=III= O BASE MATERIAL 3 BACKFILL MATERIAL (FREE OF DEBRIS AND ROCKS GREATER THAN 1") CONSTRUCTION GRADE SAND BEGINNING 4 6" ABOVE TOP OF NON -PRESSURE LATERAL SLEEVE ONOW PRESSURE LATERAL LINE SLEEVE(SEE SPECIFICATION) ©DETECTOR WATER METALIC TAPE (SEE SPECIFICATIONS) PRESSURE SUPPLY LINE SLEEVES (SEE SPECIFICATIONS) ®CONDUIT FOR WIRE (SEE SPECIFICATIONS) II TRENCH IN HARDSCAPE IL 1PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) O2 SPARE WIRES AND 1 COMMON WIRE (CONTINUOUS FROM CONTROLLER) (SEE SPECIFICATIONS FOR SIZE AND COLOR) USE 1/2" PVC SCRAP TO WRAP 24 " OF 3 ADDITIONAL WIRE, LABEL ALL WIRES AS "SPARE" 10" ROUND VALVE BOX (INDEPENDENT 4 FROM ALL OTHER BOXES) O FINISH GRADE O3/4" GRAVEL SUMP IN UNDER AND AROUND B VALVE BOX. FILL TO tOP OF VALVE BOX HOLES OINSTALL FILTER FABRIC AROUND GRAVEL SUMP CAP WIRES WITH APPROVED WATERTIGHT 8 WIRE CONNECTOR(SEE SPECIFICATIONS) OCAP PRESSURE SUPPLY LINE DIRECTLY BELOW S CENTER OF SPARE WIRE VALVE BOX STD. -046 9/28/2011 ^.1:59 AM 4907-10 IDET .c. 1.046 spnE aue Bux.DWG III -11I, ET I11- PIPE TRENCH DEPTH (SEE SPECS) 1O FINISH GRADE OBACKFILL (FREE OF DEBRIS AND 2 ROCK GREATER THAN 1", SEE SPECIFICATIONS) O3 A NON -PRESSURE LATERLINE FROM SIX INCH POP-UP OR HEADS ON RISER ONON -PRESSURE LATERA LINE FROM 4 ROTORS OR 12 INCH POP -UPS OS DETECTOR WATER METALIC TAPE PRESSURE SUPPLY LINE 6 (SEE PLAN FOR SIZE) OCONTROL WIRES DIRECT BURIED ADJACENT TO AND TO THE SIDE OF PRESSURE SUPPLY LINE B CONSTRUCTION GRADE SAND ABOVE AND BELOW PRESSURE SUPPLY LINE TRENCHINLANDSCAPE REVISIONS ULSUNIPI IUN RFLATIVF BORDER SCALE IS IN INCHES O TRACT BLOCK O2 COUNTY SIDE% O3 18" TYPICAL ® COUNTY TYPICAL CURB OIRRIGATION SLEEVES AS REO'D EXTEND 24" BEYOND EDGE OF THE COUNIM TY CURB TYPICAL LATOERAL SLEEVING PER WIRING D PER DETAIL IR -11 © 24" MINIMUM O7 BLOCK PILASTER TYPICAL B TYPICAL PLANTER/ MONUMENT ENTRANCE O9 24" BEYOND CURB RADIUS TYPICAL 10 18" FROM BACK OF SIDEWALK TYPICAL (T-8" FROM CURB FACE) 1 ISOLATION VALVE PRIOR TO STREET CROSSING (SEE PLAN AND SPECS) 12 MAINLINE PER PLAN, SPECIFICATIONS AND DETAILS, INSTALL 18" FROM BACK OF SIDEWALK NOTES: 1. LINES MUST HAVE MINIMUM CLEARENCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES 2. ALL SLEEVES MUST BE SCH 40 2X THE SIZE OF THE LINE SIZE I STREET SLEEVING IF CINDI WACHI DATE PROJECT MANAGER DATE'. 0-IS11 AN DYKE LANDSCAPE ARCHrrECTS APPROVED BY: PREPARED BY: BY: MRCH PHILLIPPE 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO, CA 92103 0 1 2 3 USERNAME _> 12/16/2010 I I I I I ) DWG FILE _> 48710 "DET OSTANDARD RECTANGULAR BOX W/ LOCKING LID (DO NOT CUT ADDITIONAL HOLES IN BOX) QFLUSH IN LAWN AREAS, 2" IN SHRUB AREAS O FINISH GRADE ®WIRE CONNECTORS (ONE FOR EACH SPLICE) LABEL ALL WIRE ENDS WITHIN 1" OF CONNECTOR. 3/4" GRAVEL SUMP IN, UNDER, AND 5 AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. OINSTALL FILTER FABRIC B AROUND GRAVEL SUMP. OELECTRIC CONTROL WIRES AND COMMON WIRE O PRESSURE SUPPLY LINE O24* MIN. LENGTH TO EACH LEG OF WIRE IN SPLICE BOX, DO NOT COIL. LOW VOLTAGE SPLICE W. r �9awMa s RANCHO CALIFORNIA ROAD IRD4 AT ANZA ROAD ROUNDABOUT 42 0f 53 NO �m 89-0957 COU N g55-hkN....,`" FILE 4: COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT a SPARE WIRE BOX I — --- APPRDVED By 3" = 1 0" - REV'. DATE'. 315-11 STD. -046 9/28/2011 ^.1:59 AM 4907-10 IDET .c. 1.046 spnE aue Bux.DWG III -11I, ET I11- PIPE TRENCH DEPTH (SEE SPECS) 1O FINISH GRADE OBACKFILL (FREE OF DEBRIS AND 2 ROCK GREATER THAN 1", SEE SPECIFICATIONS) O3 A NON -PRESSURE LATERLINE FROM SIX INCH POP-UP OR HEADS ON RISER ONON -PRESSURE LATERA LINE FROM 4 ROTORS OR 12 INCH POP -UPS OS DETECTOR WATER METALIC TAPE PRESSURE SUPPLY LINE 6 (SEE PLAN FOR SIZE) OCONTROL WIRES DIRECT BURIED ADJACENT TO AND TO THE SIDE OF PRESSURE SUPPLY LINE B CONSTRUCTION GRADE SAND ABOVE AND BELOW PRESSURE SUPPLY LINE TRENCHINLANDSCAPE REVISIONS ULSUNIPI IUN RFLATIVF BORDER SCALE IS IN INCHES O TRACT BLOCK O2 COUNTY SIDE% O3 18" TYPICAL ® COUNTY TYPICAL CURB OIRRIGATION SLEEVES AS REO'D EXTEND 24" BEYOND EDGE OF THE COUNIM TY CURB TYPICAL LATOERAL SLEEVING PER WIRING D PER DETAIL IR -11 © 24" MINIMUM O7 BLOCK PILASTER TYPICAL B TYPICAL PLANTER/ MONUMENT ENTRANCE O9 24" BEYOND CURB RADIUS TYPICAL 10 18" FROM BACK OF SIDEWALK TYPICAL (T-8" FROM CURB FACE) 1 ISOLATION VALVE PRIOR TO STREET CROSSING (SEE PLAN AND SPECS) 12 MAINLINE PER PLAN, SPECIFICATIONS AND DETAILS, INSTALL 18" FROM BACK OF SIDEWALK NOTES: 1. LINES MUST HAVE MINIMUM CLEARENCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES 2. ALL SLEEVES MUST BE SCH 40 2X THE SIZE OF THE LINE SIZE I STREET SLEEVING IF CINDI WACHI DATE PROJECT MANAGER DATE'. 0-IS11 AN DYKE LANDSCAPE ARCHrrECTS APPROVED BY: PREPARED BY: BY: MRCH PHILLIPPE 2970 FIFTH AVENUE, SUITE 240 SAN DIEGO, CA 92103 0 1 2 3 USERNAME _> 12/16/2010 I I I I I ) DWG FILE _> 48710 "DET OSTANDARD RECTANGULAR BOX W/ LOCKING LID (DO NOT CUT ADDITIONAL HOLES IN BOX) QFLUSH IN LAWN AREAS, 2" IN SHRUB AREAS O FINISH GRADE ®WIRE CONNECTORS (ONE FOR EACH SPLICE) LABEL ALL WIRE ENDS WITHIN 1" OF CONNECTOR. 3/4" GRAVEL SUMP IN, UNDER, AND 5 AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. OINSTALL FILTER FABRIC B AROUND GRAVEL SUMP. OELECTRIC CONTROL WIRES AND COMMON WIRE O PRESSURE SUPPLY LINE O24* MIN. LENGTH TO EACH LEG OF WIRE IN SPLICE BOX, DO NOT COIL. LOW VOLTAGE SPLICE W. r �9awMa s RANCHO CALIFORNIA ROAD IRD4 AT ANZA ROAD ROUNDABOUT 42 0f 53 NO �m 89-0957 COU N g55-hkN....,`" FILE 4: ORETAINGULAR BOX w/ADD FOAM TO CONDUIT ONCE STEEL PLATE BOLTCRETE DOWN COVEROS 5 COMPLETE (SEE SPECIIFICA OI RE NS) PULL OFLUSH IN LAWN AREAS, INSTALL FILTER FABRIC O 2" IN SHRUB AREAS © AROUND GRAVEL SUMP O FINISH GRADE O 3/4" GRAVEL SUMP IN, UNDER, AND AROUND 7 VALVE BOX. FILL TO TOP OF VALVE BOX HOLES ® ELECTRICAL WIRES ® 1" PVC ELECTRICAL CONDUIT NOTE: DO NOT CUT / SPLICE WIRES ELECTRICAL PULL BOX EVERY 200' 9/28/2011 11:59 AM - - 487-10 IDET i;Q :III N � - FROM ADJACENT LIGHT OR POWER SOURCE OLANDSCAPE LIGHT FIXTURE. (SEE SPECIFICATIONS) 2 BALLAST BOX ASSEMBLY BY MANUFACTURER O FINISH GRADE ® COMPACTED GRADE 7 1/4' TO ADJACENT LIGHT OWATERTIGHT CONNECTOR (SEE SPECIFICATIONS) ©SEAL CONDUIT ENTRY TO PREVENT WATER FROM ENTERING O1" PVC CONDUIT, SWEEPS AND FITTINGS (SEE SPECIFICATIONS) NOTES: 1. PRODUCT MUST BE INSTALLED BY A LICENSED ELECTRICIAN IN A MANNER CONSISTENT WITH ITS INTENDED USE AND IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND REGIONAL CODE. 2. BEFORE WIRING TO POWER SUPPLY AND DURING SERVICING AND RELAMPING, TURN OFF POWER AT FUSE OR CIRCUIT BREAKER BEFORE SERVICE. I LANDSCAPE LIGHT I MTE: }ISH Rancho California Road / Anza Road Roundabout ESTIMATED IRRIGATION RUN TIMES FOR CONTROLLER "RC" (FOR REFERENCE ONLY) SYSTEM RUN TIME WATER DAYS PER WEEK: 6 PLANT MATERIALS AT INFIAL INSTALLATION I„ fA IW Temecula(54.99) JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Eto Average per month 2.74 2.71 1 3.79 1 4.79 5.481 6.19 1 6.79 6.75 5.29 4.18 3.41 1 2.9 Eto Average per dayl 0.088 1 0.097 1 0.122 1 0.160 1 0.177 1 0.206 1 0.219 1 0.218 1 0.178 1 0.135 1 0.114 1 0.093 RT/DAY RT/DAYI RTIDAY1 RTIDAY1 RT/DAY RT/DAY RT/DAY RT/DAY RTIDAY1 RT/DAY RT/DAY STA. SYSTEM TYPE JAN. FEB. MAR. AP AY JU . JUL. AUG.SEP. T.NOV. 1 1.35 RC -2 DRIP SHRUB 4 26.1 28.3 I 35.3 I 45.5 50.1 58.2 61.6 61.3 50.0 38.7 32.9 n27.2 RC -25 DRIP SHRUB 4 26.1 28.3 35.3 45.5 50.1 58.2 61.6 61.3 50.0 38.7 32.9 RC -2 BUBBLER 42.1 TREE 6 8.0 8.6 10.3 12.9 14.0 16.0 16.9 16.8 1 6 14.0 11.2 1 10.6 9.7 TOTAL MINUTES PER DA 60.14 65.28 80.88 1103.80 114.27 132.38 140.16 139.37 114.00 88.59 75.62 62.71 TOTAL HOURS PER DA 1.00 1 1.09 5.48 1 1.35 1.73 1.90 ji 5.29 1 2.21 1 2.34 1 2.32 1 1.90 1 1.46 1 1.26 1 0.160 1.05 PLANT MATERIALS AT ESTABLISHMENT Temecula (54.99) JAN. FEB. I MAR. I APR. MAY JUN. JUL. AUG. SEP. I OCT. NOV. DEC. Eto Average per monthli 2.74 2.71 1 3.79 1 4.79 5.48 6.19 6.79 6.75 ji 5.29 1 4.18 3.41 2.9 Eto Average perda 0.088 1 0.097 1 0.122 1 0.160 1 0.177 44.6 1 0.206 1 0.219 1 0.218 1 0.176 1 0.135 SHRUB 10.114 0.093 TOTAL MINUTES PER DA RT/DAY RT/DAY RT/DAY RT/DAY RT/DAYj RTIDAY RT/DAY RT/DAY RT/DAY RT/DAY RT/DAY RT/DAY STA. SYSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. 1 JUL. AUG. 1 SEP. OCT. NOV. DEC. RC -2 DRIP SHRUB 4 I 19.2 20.8 25.8 I I I 33.0 I 36.4 I 42.1 44.6 44.3 36.3 I 28.2 24.1 20.0 RC -2 DRIP SHRUB 1 4 19.2 1 20.8 1 25.8 1 33.0 36.4 42.1 1 44.6 44.3 36.3 28.2 24.1 20.0 RC -261 BUBBLER I TREE 1 6 6.3 1 6.7 1 7.9 1 9.8 1 10.6 1 12.0 1 12.8 1 12.6 1 10.6 8.6 7.5 6.5 TOTAL MINUTES PER DA 44.67 48.34 59.49 75.85 83.34 96.27 101.83 101.26 83.15 64.99 55.73 46.50 TOTAL HOURS PER DAY 0.74 0.81 0.99 1.26 1.39 1.60 1.70 1.69 1.39 1.08 0.93 0.78 REVISIONS RIVERSIDE COUNTY TRANS VAN DYKE LANDSCAPE ARCHITECTS IHHIUATION ANU LPUI-f INU DCTAIL5 SHEET No, APPR DATE -- �N04CAPF APPROVLJ r^. 1 ` 9�0 5 M liigy qty RANCHO CALIFORNIA ROAD AT ANZA ROAD IRDS a N ;P � PREPARED BY: - �irf pt. MITCH PHILLIPPE ROUNDABOUT SHEET 43 Or 53 _ „ - -- CINDI WACHI DATE PROJECT MANAGER -- opl� 2970 FIFTH AVENUE, SUITE 240 m SAN DIEGO, CA 92103 m '.' LATIVE BORDER SCALE 0 1 2 3 USERNAME => 12/16/2010n INIVM DWG FILE 487-10 IDET "� H9 09" 9s"S-Nf# IS IN INCHES I => END STA R 199+17.1, 36.4' LT (BREAK FOR CROSSWALK) .�{j. �194+00 _ _ 19_5+00 u Rt R UNE ~- 1 ITim.w.tl END STA R 199+15.0, 5.3' RT (BREAK FOR CROSSWALK) C, BEGIN STAR 195+85.0 24.0' F I�J MATCH EXISTING M.P.H. END STA R 197+70.0, 20.7' RT 3 PAVEMENT PAVEMENT DELINEATION NOTESNOTES: OMEDIAN ISLAND LINE PER CALTRANS SP A208 DETAIL 29. O2 LEFT EDGE UNE PER CALTRANS SP A20B DErAIL 25A. O3 CHANNELIZING UNE PER CALTRANS SP A20D DETAIL 38A. O4 RIGHT EDGE LINE PER CALTRANS SP A208 AND DETAI OS PAVEMENT MARKING WORDS, WHITE (YIELD) P TRANS SP A24D. O DOTTED WIDE UNE PER DETAIL ON SH b1. O CROSSWALK PER DETAIL ON S 1. OLANE LINE EXTENSIONS GH INTERSECTIONS PER CALTRANS SP A20D DETAIL 40 9O REMOVE EXI TNT MARKINGS. 10 TYP A] OBJECT MARKER PER CALTRANS SP A73B. MOUNT M�mi PL TIER ISLAND NOSE REFLECTIVE MARKERS PER DETAIL ON SHEET PSD1. $DATE $TIME $USER WRE UEST L97 Rancho 4V California Rd G85-5 (CA) SEE PARTIAL PLAN 1, SHEET PS01 CALIFORNIA ROAD W1 W16 -7P eI N PARTIAL PLAN 2, SHEET PSD1 Rancho � os 9 California Rd \ ^ G85-5 (CA) w1 1-2 102+12.1, 2 z M+48.6, 10.0' LT CROSSWALK) cam. .e ._ Wc1 _:W:$ K (BREAK FOR CROSSWALK) yov P , R2-1 W11-2 R1-2 C SIGN (SINGLE POST) Q NEW SIGN BEGIN STA R 202+12.1. 25.6' LT END STA R 206+11.4, 13.5' LT MATCH EXISTING BEGIN STA R 203+48.6, 10.0' LT END STA R 206+41.2, 0.6' LT MATCH EXISTING L1 Anza Rd wz-s D3-1 1 BEGIN STA R `21 END STAR 2O6STAR 206 MATCH EXISTING 4 END STA R 206+00.0, 13.6' RT MATCH EXISTING REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC DESCRIPTION APPR DATE APPROVED BY: QµOFESS/p� 771st m CIND[ WACH[ 9 -29 -it � Ery.. tz/$t/tz a 0��4 0� 9-26-11 PROJECT MANAGER DATE PREPARED BY: DATE U?9r NI ,�,ar REID MIDDLETON fOF 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER IS IN INCHESI�I�I DGN FILE -> $REQUEST Dirt GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF NG. 2. SEE SHEET PSDI FOR MORE DETAIL ON SPUTTER CHANNEUZATION. 3. SEE SHEETS PSD1 AND PSD2 FOR SIG DULE AND DETAILS. 4. ALL MATERIAL AND WORK S ORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE S D PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIO D CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL D .� 5. ALL TRAFFIC , PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTO - ND STANDARD SIZE. ALL STRIPING AND MARKING DErAI L MATCH CALTRANS STANDARD PLANS DETAILS. FOR PAVEMENT MARKING SHALL MATCH CALTRANS D PLANS. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3' PAINTED BLACK UNE SEPARATING THE YELLOW STRIPES. 8, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PIANS AND AS DIRECTED BY THE ENGINEER. 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 10. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER, 11. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2' SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH %* RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. SEE PSD2 FOR DETAILS. 12. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 13. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. KtT MAF' NOT TO SCALE 3111111210 mmk RANCHO CALIFORNIA ROA AT ANZA ROAD ROUNDABOUT SHEET No. ;# Psi $XEET `\\ 44 53 WO B9-0957 COUNTY MWIND' «,D, FILE No. 9t;rn�141 i SCALE IN FEET 30 0 30 60 REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC DESCRIPTION APPR DATE APPROVED BY: QµOFESS/p� 771st m CIND[ WACH[ 9 -29 -it � Ery.. tz/$t/tz a 0��4 0� 9-26-11 PROJECT MANAGER DATE PREPARED BY: DATE U?9r NI ,�,ar REID MIDDLETON fOF 728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -SUSER IS IN INCHESI�I�I DGN FILE -> $REQUEST Dirt GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF NG. 2. SEE SHEET PSDI FOR MORE DETAIL ON SPUTTER CHANNEUZATION. 3. SEE SHEETS PSD1 AND PSD2 FOR SIG DULE AND DETAILS. 4. ALL MATERIAL AND WORK S ORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE S D PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIO D CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL D .� 5. ALL TRAFFIC , PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTO - ND STANDARD SIZE. ALL STRIPING AND MARKING DErAI L MATCH CALTRANS STANDARD PLANS DETAILS. FOR PAVEMENT MARKING SHALL MATCH CALTRANS D PLANS. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3' PAINTED BLACK UNE SEPARATING THE YELLOW STRIPES. 8, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PIANS AND AS DIRECTED BY THE ENGINEER. 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 10. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER, 11. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2' SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH %* RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. SEE PSD2 FOR DETAILS. 12. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 13. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. KtT MAF' NOT TO SCALE 3111111210 mmk RANCHO CALIFORNIA ROA AT ANZA ROAD ROUNDABOUT SHEET No. ;# Psi $XEET `\\ 44 53 WO B9-0957 COUNTY MWIND' «,D, FILE No. 9t;rn�141 i 'f Iq&4. MT Asph. END STA R 199+17.1, 36.4' LT (BREAK FOR CROSSWALK) 1581 Anz END STA R 199+15.0, 5.3' RT (BREAK FOR CROSSWALK) END STA R 197+70.0, 20.7' RT SPUTTER ISLAND NOSE REFLECTIVE MARKERS PER DETAIL ONISLAND NOSE REFLECTIVE MARKERS PER DETAIL ON i SHEET PSD1. NATE $TIME $USE 2FREm"? C85-5 (CA) NOT PLACED SEE PARTIAL PLAN 1, SHEET PSD1 197+00 CALIFORNIA ROAD 197+70.0. 20.7' RT -2 V'Xj W71-2 BEGIN STA R 8 END STA R W16 -7P � SEE PARTIAL PLAN 2, SHEET PSD1 Wil -2 G85-5 (CA) NOT PLACED END STA R 203+48.61 10.0" LT (BREAK FOR CROSSWALK) RANCHO CALIFORNW ROAD END STA R 203+48.0, 0. (BREAK FOR CROSSWALK) REVISIONS RELATIVE BORDER SCALE T'S TV YV'71? c R2-1 RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE W11-2 W16 -7P IN BEGIN STA R 202+12.1 END STA R 206+11.4, MATCH EXISTING MATCH EXISTING Anza Rd D3-1 -2 MATCH GENERAL NOTES: 1. MEDIAN ISLAND LINE PER CALTRANS SP A20B DETAIL 29. w � SEE SHEET PSD1 FOR MORE DETAIL ON SPUTTER ISLAND CHANNEUZATION. L% O2 Cj LEFT EDGE UNE PER CALTRANS SP A208 DETAIL 25A. BEGIN STA R 199+15.0, 5.3' RT 4, ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF END STA R 199+17.1, 36.4' LT COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND o' SPECIFICATIONS, AND CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL O3 CHANNELIZING LINE PER CALTRANS SP A20D DETAIL 38A. 5. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR O4 RIGHT EDGE UNE PER CALTRANS SP A20B AND DETAIL 27B. 6. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT SO PAVEMENT MARKING WORDS, WHITE (YIELD) PER CALTRANS SP A24D. n 8 PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING 6 A RECTANGULAR AREA COVERING THE WHOLE MARKING. 6O DOTTED WIDE UNE PER DETAIL ON SHEET PS01. 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK UNE R6-4 SEPARATING THE YELLOW STRIPES. 8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, 7O CROSSWALK PER DETAIL ON SHEET PSD1. ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. LEGEND: 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT LINES, AND STOP f SIGN (SINGLE POST) BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER OB LANE LINE EXTENSIONS THROUGH INTERSECTIONS PER CALTRANS a 10. SP A20D DETAIL 40. ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR "? AS DIRECTED BY THE ENGINEER. O REMOVE EXISTING PAVEMENT MARKINGS. SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH %* RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION OF ALL SIGNS 10 TYPE N-1[CA] OBJECT MARKER PER CALTRANS SP A73B. MOUNT DETAILS. 12. BELOW R4-7 SIGN. SPUTTER ISLAND NOSE REFLECTIVE MARKERS PER DETAIL ONISLAND NOSE REFLECTIVE MARKERS PER DETAIL ON i SHEET PSD1. NATE $TIME $USE 2FREm"? C85-5 (CA) NOT PLACED SEE PARTIAL PLAN 1, SHEET PSD1 197+00 CALIFORNIA ROAD 197+70.0. 20.7' RT -2 V'Xj W71-2 BEGIN STA R 8 END STA R W16 -7P � SEE PARTIAL PLAN 2, SHEET PSD1 Wil -2 G85-5 (CA) NOT PLACED END STA R 203+48.61 10.0" LT (BREAK FOR CROSSWALK) RANCHO CALIFORNW ROAD END STA R 203+48.0, 0. (BREAK FOR CROSSWALK) REVISIONS RELATIVE BORDER SCALE T'S TV YV'71? c R2-1 RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE W11-2 W16 -7P IN BEGIN STA R 202+12.1 END STA R 206+11.4, MATCH EXISTING MATCH EXISTING Anza Rd D3-1 -2 MATCH 1 9 GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF STRIPING. 2. SEE SHEET PSD1 FOR MORE DETAIL ON SPUTTER ISLAND CHANNEUZATION. 3. SEE SHEETS PSD1 AND PSD2 FOR SIGN SCHEDULE AND DETAILS. BEGIN STA R 199+15.0, 5.3' RT 4, ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF END STA R 199+17.1, 36.4' LT COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 5. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 6. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT N STA R 199+15.0, 5.3RT /1 MARKINGS AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE STA R 199+25.5, 29.5' RT PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 7 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK UNE R6-4 SEPARATING THE YELLOW STRIPES. 8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. LEGEND: 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT LINES, AND STOP f SIGN (SINGLE POST) BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 0 NEW SIGN 10. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH %* RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. SEE PSD2 FOR DETAILS. 12. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS LT AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER - REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 13. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, LT STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. 1 9 AP STA R 205+75.0, 11.5' RT END STA R 206+00.0, 13.6' RT MATCH EXISTING SCALE IN FEET 30 0 30 60 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 -*USER -> $REQUEST KtT MAF' NOT TO SCALE PAVEMENT DELINEATION & SIGNING PLAN I SHEET No. RANCHO CALIFORNIA ROAD Psi AT ANZA ROAD ROUNDABOUT SHEET 44 of 53 0 119-0957 COUNTY FILE No. SS r1 A AP STA R 205+75.0, 11.5' RT END STA R 206+00.0, 13.6' RT MATCH EXISTING SCALE IN FEET 30 0 30 60 REID MIDDLETON, INC APPROVED BY: PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 -*USER -> $REQUEST KtT MAF' NOT TO SCALE PAVEMENT DELINEATION & SIGNING PLAN I SHEET No. RANCHO CALIFORNIA ROAD Psi AT ANZA ROAD ROUNDABOUT SHEET 44 of 53 0 119-0957 COUNTY FILE No. SS r1 Anza Rd G85-2 (CA) J O z JAZZ 0' RT 4• 0 1.3, 5 Q �%Z% ay BEGIN STA A 21+92.3. 17.8' RT W13-1 R=2000' A 26+03.0, 0.3'VRT 1 R' BEGIN STA A 22+32.6, 1.0' LT 4 END STA A 26+00.0, 1 .8 LT BEGIN STA A 20+86.6, 17.7' LT 2 END STA A 23+88.1, 50' LT (BREAK FOR CROSSWALK) Ad A\ END STA A 19+41.11 SEE PARTIAL PLAN 3 SHEET PSD1 W1 W1 W16 -7P L1 R-500' 18+00 1i T!;+ _ � _ (BREAK FOR CROSSWALK) END STA A 23+87.6, 3.6' RT (BREAK FOR CROSSWALK) SEE PARTIAL PLAN 4, SHEET California Rd END STA A 22+32.6, O MEDIAN ISLAND LINE PER OB ODOTTED WIDE UNE PER DETAIL ON SHEET PSD1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF C.� DETAIL 29.O ;CA;LjTRANp SEE SHEET PSD1 FOR MORE DETAIL ON SPLITTER O CROSSWALK PER DETAIL ON SHEET PSD1. 3. LEFT EDGELINE PER C A208 DETAIL ALL MATERIAL AND WORK SHALL ORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE D PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIO D CALIFORNIA MANUAL OF UNIFORM RANCHO CALIFORNIA ROAD AT ANZAR04D TRAFFIC CONTROL D 5. 25A OB LANE UNE EXTENSIONS THROUGH INTERSECTIONS OCHANNELIZIN PER CALTRANS SP A20D E,rp.`+�:;/I: 9-26-11 PREPARED BY: DATE `?d REID MIDDLETON +Tf OF 728 134TH ST SW, STE 200 PER CALTRANS SP A20D DETAIL 4G. " DETAIL 3 O9 REMOVE EXISTING PAVEMENT MARKINGS. O4 GE UNE PER CALTRANS SP A208 AND WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY EVERETT, WA 98204 SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE _T WHOLE MARKING. " 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3• PAINTED BLACK LINE USERNAME •IiUSER L 27B. B. 10 TYPE N-1[CA] OBJECT MARKER PER CALTRANS RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND FILE No. SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE SP A73B. MOUNT BELOW R4-7 SIGN. 9. PAVEMENT MARKING WORDS, WHITE (YIELD) PER STOP BARS SHALL BE APPUED WITH THERMOPLASTIC MATERIAL ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. CALTRANS SP A24D. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF 11 SPLITTER ISLAND NOSE REFLECTIVE MARKERS SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. PER DETAIL ON SHEET PSD1. (DATE $TIME $USER $FREQUE6 (BREAK FOR CROSSWALK) Rancho California Rd p D3-1 W11-2 Anza Rd � G85-2 (CA) END STA A 17+89.2, MATCH EXISTING END STA A 1 MATCH EXIST MATCH EXISTINGv W13-1 RT GENERAL NOTES: RT KEY MAP 1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF C.� 2. SEE SHEET PSD1 FOR MORE DETAIL ON SPLITTER CHANNEUZATION. 3. SEE SHEETS PSD7 AND PSDFOR SIG ULE AND DETAILS. 4. ALL MATERIAL AND WORK SHALL ORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE D PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIO D CALIFORNIA MANUAL OF UNIFORM RANCHO CALIFORNIA ROAD AT ANZAR04D TRAFFIC CONTROL D 5. ALL TRAFFICPAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTO NO STANDARD SIZE. ALL STRIPING AND MARKING DETAI MATCH CALTRANS STANDARD PLANS DETAILS. S FOR PAVEMENT MARKING SHALL MATCH CALTRANS E,rp.`+�:;/I: 9-26-11 PREPARED BY: DATE `?d REID MIDDLETON +Tf OF 728 134TH ST SW, STE 200 D PLANS. " THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS IN .: ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. ` WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY EVERETT, WA 98204 SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE _T WHOLE MARKING. " 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3• PAINTED BLACK LINE USERNAME •IiUSER SEPARATING THE YELLOW STRIPES. B. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, DCN FILE •)$REQUEST RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND FILE No. SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPUED WITH THERMOPLASTIC MATERIAL ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 10, ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2- SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH 360 RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION 0.1RT OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE 77' LT 3 ENGINEER. SEE PSD2 FOR DETAILS. 12. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 13. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. ULGIN SIA A ZU+/9.t, 44.0 LI 6 21.}QU 22+00 20.0 END STA A 20+86.6, 17.T LT DO i ANZA ROAD Q W' R6-4 5 �<v W11-2 40 vIEL 4 2 \�(v �v LEGEND: Ri z�G� F SIGN (SINGLE POST) W16 -7P 8 /� � NEW SIGN SCALE IN FEET 90�/ KEY MAP 30 D 30 60 NOT TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION & S PLAN SHEET No. IY DESCRIPTION APPR DATE APPROVED BY: QµoFESS/0 V a,,,J,. r, RANCHO CALIFORNIA ROAD AT ANZAR04D SZ '^ »k CINDI WACHI 9-29-11 E,rp.`+�:;/I: 9-26-11 PREPARED BY: DATE `?d REID MIDDLETON +Tf OF 728 134TH ST SW, STE 200 ROUNDABOUT sxEET 45 D PROJECT MANAGER DATE EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME •IiUSER WO B9-0957 COUNTY unuu, wianou IS IN INCHES I I I 1 1 1 I DCN FILE •)$REQUEST FILE No. r_ W13-1 IT A 26+03.00 0.3' RT BEGIN STA A 22+32.6, END STA A 26+00.0, 1 BEGIN STA A 20+86.6, END STA A 23+88.1, 5 (BREAK FOR CROSSWAL PAVEMENT DELINEATION NOTES: OMEDIAN ISLAND UNE PER CALTRANS SP A208 DETAIL 29. O LEFT EDGE LINE PER CALTRANS SP A20B DETAIL 25A. O CRANNEUZING UNE PER CALTRANS SP A20D DETAIL 38A. ORIGHT EDGE UNE PER CALTRANS SP A208 AND DETAIL 27B. OPAVEMENT MARKING WORDS, WHITE (YIELD) PER CALTRANS SP A24D. $DATE $TIME $USER }FRFOIf_ST O7N�' W16 -7P END STA A 23+87.6, 3.6' RT � W11-2 (BREAK FOR CROSSWALK) C C SEE PARTIAL PLAN 4, SHEET PSD1— $$ ,®- Rancho California Rd D3-1 O DOTTED WIDE LINE PER DETAIL ON SHEET PSD1. O7 CROSSWALK PER DETAIL ON SHEET PSD1. O LANE LINE EXTENSIONS THROUGH INTERSECTIONS PER CALTRANS SP A20D DETAIL 40. 99 REMOVE EXISTING PAVEMENT MARKINGS. G 10 TYPE N-1[CA] OBJECT MARKER PER CALTRANS SP A73B. MOUNT BELOW R4-7 SIGN. 11 SPUTTER ISLAND NOSE REFLECTIVE MARKERS PER DETAIL ON SHEET PSD1. ANZA ROA R=500' Anza Rd X C85-2 (CA) 5 �I y W11-2 40 YIEL STA A 20+86.6, 17.7' R6-4 a I EGENDi R11 -2 hGZ F SIGN (SINGLE POST) /P Ia1 NEW SIGN GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF STRIPING. 2. SEE SHEET PSD1 FOR MORE DETAIL ON SPUTTER ISLAND CHANNELIZATION. 3. SEE SHEETS PSDI AND PSD2 FOR SIGN SCHEDULE AND DETAILS. 4. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND CAUFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 5. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 6. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT UNES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 10. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH %* RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. SEE PSD2 FOR DETAILS. 12. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER, 13. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, 6 STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND .OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION & SIGNING PLAN SHEET No. REVI BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCITES CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT• WA 98204 USERNAME -FUSER DGN FILE -)$REQUEST RANCHO CALIFORNIA ROAD PS2 AT ANZA ROAD ROUNDABOUT SHEET 45 of 53 WO B9-0957 COUNTY Y5S�T7 tt FILE No. /4 SCALE IN FEET 30 0 30 60 Anza Rd X C85-2 (CA) 5 �I y W11-2 40 YIEL STA A 20+86.6, 17.7' R6-4 a I EGENDi R11 -2 hGZ F SIGN (SINGLE POST) /P Ia1 NEW SIGN GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTER OF STRIPING. 2. SEE SHEET PSD1 FOR MORE DETAIL ON SPUTTER ISLAND CHANNELIZATION. 3. SEE SHEETS PSDI AND PSD2 FOR SIGN SCHEDULE AND DETAILS. 4. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND CAUFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 5. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 6. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 9. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, LIMIT UNES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 10. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL POST WITH TWO-PIECE ANCHOR AND SLEEVES, FASTENED WITH %* RIVETS WITH STAINLESS STEEL WASHERS UNLESS NOTED OTHERWISE ON SHEET PSD2. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. SEE PSD2 FOR DETAILS. 12. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER, 13. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, 6 STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND .OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION & SIGNING PLAN SHEET No. REVI BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCITES CINDI WACHI 9-29-11 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT• WA 98204 USERNAME -FUSER DGN FILE -)$REQUEST RANCHO CALIFORNIA ROAD PS2 AT ANZA ROAD ROUNDABOUT SHEET 45 of 53 WO B9-0957 COUNTY Y5S�T7 tt FILE No. /4 R=400' R=400' � R=90' =118' NOTE: *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT CURB PCS/PTS. PARTIAL PLAN 1 - RANCHO CALIFORNIA RD SCALE: 1" = 10' R=75' NOTE: *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT C PARTIAL PLAN 3 - RD SCALE: 1" = 10' TYPE D TWO-WAY Z CURVE 6'' STAMPED CONCRETE YELLOW REROREFLECTIVE MARKER PER CALTRANS SP A20A (TYP OF 4)--\ ,.;l� TYPE Al -6 CURB SPLITTER ISLAND NOSE REFLECTIVE MARKER DETAIL NOT TO SCALE $DATE $TIME $USER WREoJEST 21_0. 2,_0" TYP nP WHITE NOTE: *ALL DIMENSIONS TAKEN FROM PARTIAL PLAN 2 - SCALE: 1" = 10' R=90' R=275' NOTE: SCALE IN FEET *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT CURB PARTIAL PLAN 4 - ANZA RD SCALE: 1" = 10' R=75' TED WIDE LINE DETAIL For SCALE LANE 1 CROSSWALK BAR, TYP I I I 2'-0" TYP CROSSWALK DETAIL NOT TO SCALE SIGN R6 - NOT TO SCALE COLORS: BACKGROUND - WHITE (REFLECTIVE) CHEVRON - BLACK (NON -REFLECTIVE) REVISIONS SCALE IN FEET SHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: s.6 `-- 10 0 10 20 SIGN R6 - NOT TO SCALE COLORS: BACKGROUND - WHITE (REFLECTIVE) CHEVRON - BLACK (NON -REFLECTIVE) REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION & Sl G DETAILS SHEET No. REV BY DESCRIPTION APPR DATE APPROVED BY: s.6 `-- e�oQRo L IN L Exp, 12 3t/12..-�nQ1s RANCHO CALIFORNIA ROA,PSD1 AT ANZA ROAD CINDI WACHI 9-29-11 9-26-11 ry * REIDAREDDBY:DATE REID MI 728 134TH ST SW. STE 200 ROUNDABOUTLET sxEEr 43 PROJECT MANAGER DATE EVERf�pp�f WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -7USER WO B9-0957 COUNTY "MOOR IS IN INCHES I 'I I IIIA DON FILE ->$REQUEST FILE No. 95.944A 5 4 A bm: *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT CURB PCS/PTS. PARTIAL PLAN 1 - RANCHO CALIFORNIA RD SCALE: 1" = 10 R=75' NOTE: *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT CURB PCS/PTS. PARTIAL PLAN 2 - RANCHO CALIFORNIA RD SCALE: 1" = 10' NOTE: *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT CURB PCS/PTS. PARTIAL PLAN 3 - ANZA RD SCALE: 1" = 10' v SCALE TYPE D TWO-WAY Q CURVE STAMPED CONCRETE 0 YELLOW RETROREFLECTIVE MARKER PER CALTRANS i SP A20A (TYP OF 4) e .O rc 8 I' 0 n 10" OC TYPE Al -6 CURB TYP E SPLITTER ISLAND NOSE REFLECTIVE MARKER DETAIL H NOT TO SCALE z (DATE fTIME fUSER x00r<* NOTE: *ALL DIMENSIONS TAKEN FROM FACE OF CURB AT CURB PCS/PTS. PARTIAL PLAN 4 - ANZA RD SCALE: 1" = 10' I IV0 Cl' R'�\I-\.l IIONS ON IHIIS, SH 1L ON , P�lACT No. r / n rF NAML -..- --.-- - --- R=75' r 2'-0" 2'-0" nP nP 0 WHITE DOTTED WIDE LINE DETAIL NOT TO SCALE LANE CROSSWALK DETAIL NOT TO SCALE 36" CROSSWALK BAR, nP UiJ%�/' J7 SIGN R15 - NOT TO SCALE COLORS: BACKGROUND - WHITE (REFLECTIVE) CHEVRON - BLACK (NON -REFLECTIVE) REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION & SIGNING DETAILS SHEET No. REV BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-I1 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON T28 134TH ST SW, STE 200 EVERETT* WA 98204 1 2 3 USERNAME -*USER II I I I II III DON FILE ")AREQUEST RANCHO CALIFORNIA ROAD PSD1 AT ANZA ROAD ROUNDABOUT SHEET 46 w 53 WO E19-0957 COUNTY FILE No. 9Ss-HI+ SCALE IN FEET 10 0 10 20 UiJ%�/' J7 SIGN R15 - NOT TO SCALE COLORS: BACKGROUND - WHITE (REFLECTIVE) CHEVRON - BLACK (NON -REFLECTIVE) REVISIONS I RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION & SIGNING DETAILS SHEET No. REV BY I DESCRIPTION APPR I DATE APPROVED BY: RELATIVE BORDER SCALE IS IN INCHES CINDI WACHI 9-29-I1 PROJECT MANAGER DATE PREPARED BY: DATE REID MIDDLETON T28 134TH ST SW, STE 200 EVERETT* WA 98204 1 2 3 USERNAME -*USER II I I I II III DON FILE ")AREQUEST RANCHO CALIFORNIA ROAD PSD1 AT ANZA ROAD ROUNDABOUT SHEET 46 w 53 WO E19-0957 COUNTY FILE No. 9Ss-HI+ 9 SIGN SCHEDULE SIGN CD STATION OFFSET VERTICAL CLEARANCE SIGN TYPE SIGN SIZE POS LENGTH (ft) DESCRIPTION REMARKS W (in) H (in) I R 0 34' RT 7' W2-6 36 36 15 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 2 R 194+ 34' RT - W13-1 18 18 - 15 MPH MOUNT BELOW SIGN #1 3 R 199+12 RT 7' R1-2 36 36 13 YIELD MOUNT NEW SIGN & POST 4 R 199+01 7' G85-5 CA *•* 36 12 RANCHO CALIFORNIA RD *" — MOUNT NEW SIGN & POST 5 R 198+84 46' L - 7 W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 6 R 198+84 46' LT W16 -7P 24 12 - DIAGONAL ARROW MOUNT BELOW SIGN /5 7 R 199+50 9' RT R6-4 36 24 10 CHEVRON MOUNT NEW SIGN & POST 8 R 200+25 34' LT 4.5 R6-4 36 24 10 CHEVRON MOUNT NEW SIGN & POST 9 R 200+70 5' RT 7' 85-5 CA •*• 36 12 RANCHO CALIFORNIA RD ** MOUNT NEW SIGN & POST 10 R 200+70 40' LT 7' 36 36 13 YIELD MOUNT NEW SIGN & POST 11 R 206+00 30' LT 7' W2- 36 36 15 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 12 R 206+00 30' LT - W13-1 18 18 - 15 MPH MOUNT BELOW SIGN #11 13 A 14+50 18' RT 7' W2-6 6 36 15 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 14 A 14+50 18' RT - W13-1 f 18 - 15 MPH MOUNT BELOW SIGN /13 15 A 19+37 27' RT 7' RI -2 36 36 13 YIELD MOUNT NEW SIGN & POST 16 A 19+30 25' LT 7' G85-2 CA ••• 11 ANZA RD • MOUNT NEW SIGN & POST 17 R 198+60 11' RT 7' W11-2 36 367 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 18 R 198+60 11' RT - W16 -7P 24 12 - DIAGONAL ARROW MOUNT BELOW SIGN #17 19 A 19+74 9' RT 4.5' R6-4 36 24 CHEVRON MOUNT NEW SIGN & POST 20 A 20+50 33' LT 4.5' R6-4 36 24 10 CHEVRON MOUNT NEW SIGN & POST 21 A 20+92 10' RT 7' G85-2 CA ••• 24 11 RD * MOUNT NEW SIGN & POST 22 A 20+96 35' LT 7' RI -2 36 36 13 YIEt MOUNT NEW SIGN & POST 23 A 26+00 20' LT 7' W2-6 36 36 15ROUNDA AHEAD MOUNT NEW SIGN & POST 24 A 26+00 20' LT - W13-1 18 18 - 15 MPH MOUNT BELOW SIGN #23 25 R 196+03 4.5' RT 4' R4-7 24 30 9 KEEP RIGHT MOUNT NEW SIGN & POST 26 R 203+48 4' LT 4' R4-7 24 30 9 KEEP RIGHTMOUNT NEW SIGN &POST 27 A 23+87 6' LT 4' R4-7 24 30 9 KEEP RIGHT MOUNT NEW SIGN & POST 28 A 16+57 2.5' LT 4' R4-7 24 30 9 KEEP RIGHT OUNT NEW SIGN & POST 29 R 203+50 25' RT 7' R2-1 24 30 13 55 MPH Mllftj NEW SIGN & POST 30 R 204+73 29' LT 7' D3-1 *** 24 11 ANZA RD * MOU SIGN & POST 31 R 196+00 33' RT 7' D3-1 *** 24 11 ANZA RD * MOUNT N N & POST 32 R 201+16 25' LT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW S�ft POST 33 R 201+16 25' LT W16 -7P 24 12 - DIAGONAL ARROW MOUNT BELOW SIG 34 R 200+87 27' RT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & P 35 R 200+87 27' RT - W16 -7P 24 12 - DIAGONAL ARROW MOUNT BELOW SIGN 36 A 18+84 9' RT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN ST 37 A 18+84 9' RT - W16 -7P 24 12 - DIAGONAL ARROW MOUNTBELO #36 38 A 19+09 44' LT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT -SIGN &POST 39 A 19+09 44' LT - W16 -7P 24 12 - DIAGONAL ARROW MO LOW SIGN #38 40 A 21+40 19' LT 7' W11-2 36 36 15 PEDESTRIAN CROSSING N T NEW SIGN & POST 41 A 21+40 19' LT - W16 -7P 24 12 - DIAGONAL ARROW MOUNT BELOW SIGN #40 42 A 21+09 ERT 7' WW1 -2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 43 A 21+09 33' RT -W16-7P 24 12 - DIAGONAL ARROW MOUNT BELOW SIGN #42 44 A 16+50 23' RT T D3-1 *** 18 11 RANCHO CALIF O RD ** MOUNT NEW SIGN & POST 45 A 25+75 30' LT 7' 03-1 •'• 18 11 RANCHO q6WMNIA RD *• MOUNT NEW SIGN & POST USE 8' UPPER CASE AND 6' LOWER CASE LETTERING, SERIES E(M) FONT. •• USE 6' UPPER CASE AND 4 1/2" LOWER CASE LETTERING, SERIES E(M) FONT. **" SIGN WIDTH SHALL ACCOMMODATE THE INTENDED MESSAGE AND TYPE/SIZE OF FONTS. RIVET SEE NOTE .. SHEE go STREET SIDE "."ST O A O O CORE DRILL O CONCRETE 0 C O e.. 0 0 TYPICAL INSTALLATION JIR THROUGH CORED CONCRETE2-1 r2RATGAUGE) 2-014'X2-1APX30', ANC OR 2 -114'7Q -114'x98' (12 GAUGE) Q� UNIVERSAL `-HEAD DRIVE RIVET »i DETAIL RIVET DETAIL H0'. SIGN POST n TYPICAL INSTALLATION THROUGH DIRT NOTES: 1. SQUARE PERFORATED STEEL TUBE POST NTH TWO PIECE ANCHOR AND SLEEVE, 'TELESPAR', SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT-OF-WAY. 2 THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH ARE 48' OR LESS. DOUBLE POSTS SHALL USED WHERE EITHER THE LENGTH OR WIDTH EXCEEDS 48'. 3. IECE ANCHORAND SLEEVE ASSEMBLY SHALL CONSIST OF A 2114' SQUARE BY 30' (TH SIDEWALK) OR 36' (THROUGH SOIL) ANCHOR WITH A 212' SQUARE BY 18' SLEEVE, ALL S ND ANCHORS SHALL BE 12 GAUGE. 4. THE ANCHO LEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL ONLY 4' REMAINS ABOV DLEVEL S. ALL DIRT SHALL BE R D FROM THE INSIDE TOP 5 MINIMUM OF THE ANCHOR ASSEMBLY TO ALLOW FOR THE INS ON OF THE SIGN POST. - & INSTALL T SQUARE SIGN PO UM S INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE WITH TWO 3B' DRIVE RIVETS AS . THE RIVETS SHALL BE INSTALLED ON THE SIDE FACING TRAFFIC FLOW AND THE SIDE OF AP ING TRAFFIC AS SHOWN IN ORDER TO ACHIEVE THE MAXIMUM BREAK -AWAY EFFECT. 7. INSTALLATION ACCORDING TO THESE REQUI TS IS ESSENTIALTO MAINTAIN BREAK -AWAY CHARACTERISTICS OF THE POST SYSTEM. S. SEE STANDARD No's. 815 AND 816 FOR PLACEMENT OF' POST. 9. ALL ANCHOR ASSEMBLIES SHALL BE CORE DRILLED THIRD NCRETE AND ASPHALT. 10. ALL SIGNS ATTACHED TO PERFORATED POSTS SHALL HAVE 2IN TED OR S.S. WASHERS BEHIND THE RIVET THAT ARE LARGER THAN THE HEAD OF THE RIV 11. ALL REGULATORY, WARNING AND GUIDE SIGNS INSTALLED SHALL BE 0. HES IN THICKNESS. 12. ALL SIGNS 38.OR LARGER SHALL BE INSTALLED VWTH BACK BRACES SPECIE DESIGNED FOR 2' SQUARE PERFORATED POSTS. (2' RISE) I& IN SOME INSTANCES CONCRETE FOUNDATION MAY BE REQUIRED TO ENSURE PROP BILIN, THIS OPTION IS TO BE USED AT THE DISCRESTION OF THE ENGINEER OR ONSITE INSPEC SIGN POST INSTALLATION DETAIL AND NOTES NOT TO SCALE REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC PAVEMENT DELINEATION 8 ING DETAILS SHEET No. REV BY DESCRIPTION APPR DATE CINDI WACHI 9-29-11 �aQaoLsso� c APPROVED BY: E.V.`12/ai12 a P+.A _11%0 9-26_11 PREPAREDDATE +TE IV P 728 134TH ST SW. STE 200 of CA�6 EVERETT. WA 98204 `\ RANCHO CALIFORNIA ROA vw AT ANZA ROAD ROUNDABOUT PSD2 sxeeT 53 PROJECT MANAGER DATE $DATE $TME $USER WO 89-0957 COUNTY FILE No. ���� RELATIVE BORDER SCALE ° 1 ° 3 USERNAME -SUSER $FREDUEST IS IN INCHES ) 1 I i I i I DCN FILE -) $REQUEST W SIGN SCHEDULE SIGN NO O STATION OFFSET VERTICAL CLEARANCE SIGN TYPE LOWER CASE LETIERING, SERIES E(M) FONT. ST H (ft) DESCRIPTION REMARKS UPPER CASE 1 R 194+00 34' RT 7'W2-6 WIDTH SHALL ACCOMMODATE THE INTENDED MESSAGE AND TYPE/SIZE OF FONTS. 5 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 2 R 194+00 34' RT — W13-1 W12— — 15 MPH MOUNT BELOW SIGN #1 3 R 199+12 26' RT 7' R1-2 3 YIELD MOUNT NEW SIGN & POST a R 199 161 i2' ET PRielle eAHFeRNIA RE) MOUNT NEW SIGN & PeST- 5 R 198+84 46' LT 7' W11-2 5 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 6 R 198+84 46' LT W16 -7P — DIAGONAL ARROW MOUNT BELOW SIGN #'5 7 R 199+50 9' RT 4.5' R6-4 36 24 1 10 CHEVRON MOUNT NEW SIGN & POST _ 8 R 200+25 34' LT 4.5' R6-4 36 24 10 CHEVRON MOUNT NEW SIGN & POST 10 R 200+70 40' LT 7' R1-2 36 36 13 YIELD MOUNT NEW SIGN & POST 11 R 206+DO 30' LT 7' W2-6 36 36 15 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 12 R 206+00 30' LT — W13-1 18 18 — 15 MPH MOUNT BELOW SIGN #11 13 A 14+50 18' RT 7' W2-6 36 36 15 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 14 A 14+50 18' RT W13-1 18 18 — 15 MPH MOUNT BELOW SIGN #13 15 A 19+37 27' RT 7' R1-2 36 36 13 YIELD MOUNT NEW SIGN & POST 16 A 19+30 25' LT 7' G85-2 (CA) *•• 24 11 ANZA RD * MOUNT NEW SIGN & POST 17 R 198+60 11' RT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 18 R 198+60 11' RT — W16 -7P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #17 19 A 19+74 9' RT 4.5' R6-4 36 24 10 CHEVRON MOUNT NEW SIGN & POST 20 A 20+50 33' LT 4.5' R6-4 36 24 10 CHEVRON MOUNT NEW SIGN & POST 21 A 20+92 10' RT 7' G85-2 (CA) *•• 24 11 ANZA RD • MOUNT NEW SIGN & POST 22 A 20+96 35' LT 7' R1-2 36 36 13 YIELD MOUNT NEW SIGN & POST 23 A 26+00 20' LT 7' W2-6 36 36 15 ROUNDABOUT AHEAD MOUNT NEW SIGN & POST 24 A 26+00 20' LT — W13-1 18 18 — 15 MPH MOUNT BELOW SIGN #23 25 R 196+03 4.5' RT 4' R4-7 24 30 9 KEEP RIGHT MOUNT NEW SIGN & POST 26 R 203+48 4' LT 4' R4-7 24 30 9 KEEP RIGHT MOUNT NEW SIGN & POST 27 A 23+87 6' LT 4' R4-7 24 30 9 KEEP RIGHT MOUNT NEW SIGN & POST 28 A 16+57 2.5' LT 4' R4-7 24 30 9 KEEP RIGHT MOUNT NEW SIGN & POST 29 R 203+50 25' RT 7' R2-1 24 30 13 55 MPH MOUNT NEW SIGN & POST 30 R 204+73 29' LT 7' D3-1 *** 24 11 ANZA RD • MOUNT NEW SIGN & POST 31 R 196+00 33' RT 7' D3-1 *"* 24 11 ANZA RD * MOUNT NEW SIGN & POST 32 R 201+16 25' LT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 33 R 201+16 25' LT — W16 -71P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #32 34 R 200+87 27' RT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 35 R 200+87 27' RT — W16 -7P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #34 36 A 18+84 9' RT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 37 A 18+84 9' RT — W16 -7P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #36 38 A 19+09 44' LT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 39 A 19+09 44' LT — W16 -7P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #38 40 A 21+40 19' LT 7' W11-2 3636 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 41 A 21+40 19' LT — W16 -7P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #40 42 A 21+09 33' RT 7' W11-2 36 36 15 PEDESTRIAN CROSSING MOUNT NEW SIGN & POST 43 A 21+09 33' RT — W16 -7P 24 12 — DIAGONAL ARROW MOUNT BELOW SIGN #42 44 A 16+50 23' RT 7' D3-1 *** 18 11 RANCHO CALIFORNIA RD •• MOUNT NEW SIGN & POST 45 A 25+75 30' LT 7' D3-1 ••• 16 11 RANCHO CALIFORNIA RD •• MOUNT NEW SIGN & POST * USE 8' UPPER CASE AND 6' LOWER CASE LETIERING, SERIES E(M) FONT. ** USE 6' UPPER CASE AND 4 1/2' LOWER CASE LETTERING, SERIES E(M) FOM. ••* SIGN WIDTH SHALL ACCOMMODATE THE INTENDED MESSAGE AND TYPE/SIZE OF FONTS. {DATE $TIME $USER .�RsouEs• REVISIONS RELATIVE BORDER SCALE IS IN INCHES 0.750' RIVET LOCATIONS SEE NOTE 6 ON SHEET 2 OF 2 },UNIVERSAL STREET SIDEoL HEAD DRIVE a OF POST RIVET U LL SECTION'A-A' �I L--0.375' NOT PLACED qa RIVET DETAIL �2'x2'z10', SIGN POST NOT PLACED A O A O v a CORE DRILL ® J 0 y CONCRETE O z a m a you O E7 ° Vl F L7 U O O \ O O O 0� TYPICAL INSTALLATION O w THROUGH CORED CONCRETE TYPICAL z O INSTALLATION m THROUGH ¢ O DIRT 0 2 -12'x2 -112'x18' O 0 PERFORATED SLEEVE O f a (12 GAUGE) O _. O 2.1140x2 -1/4'x30", ANCHOR — OR 2-114'x2-IWX36' O (12 GAUGE) NOTES: 1. SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, 'TELESPAR', SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT-OF-WAY. 2. THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH ARE 48' OR LESS. DOUBLE POSTS SHALL BE USED WHERE EITHER THE LENGTH OR WIDTH EXCEEDS 48'. 3. THE 2 PIECE ANCHORAND SLEEVE ASSEMBLY SHALL CONSIST OF A 2 IW SQUARE BY 30' (THROUGH SIDEWALK) OR 38^ (THROUGH SOIL) ANCHOR WITH A 212" SQUARE BY 18' SLEEVE. ALL SLEEVES AND ANCHORS SHALL BE 12 GAUGE. 4. THE ANCHOR AND SLEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL ONLY 4" REMAINS ABOVE GROUND LEVEL 5. ALL DIRT SHALL BE REMOVED FROM THE INSIDE TOP 6' MINIMUM OF THE ANCHOR ASSEMBLY TO ALLOW FOR THE INSTALLATION OF THE SIGN POSY. e. INSTALL T SQUARE SIGN POST MINIMUM 8' INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE WITH TWO 318' DRIVE RIVETS AS SHOWN. THE RIVETS SHALL BE INSTALLED ON THE SIDE FACING TRAFFIC FLOW AND THE SIDE OF APPROACHING TRAFFIC AS SHOWN IN ORDER TO ACHIEVE THE MAXIMUM BREAK -AWAY EFFECT. 7. INSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIALTO MAINTAIN BREAK -AWAY CHARACTERISTICS OF THE POST SYSTEM. B. SEE STANDARD Nos. 815 AND 816 FOR PLACEMENT OF SIGN POST. 9. ALL ANCHOR ASSEMBLIES SHALL BE CORE DRILLED THROUGH CONCRETE AND ASPHALT. 10, ALL SIGNS ATTACHED TO PERFORATED POSTS SHALL HAVE ZINC COATED OR S.S. WASHERS BEHIND THE RIVET THAT ARE LARGER THAN THE HEAD OF THE RIVET. 11. ALL REGULATORY, WARNING AND GUIDE SIGNS INSTALLED SHALL BE 0.080 INCHES IN THICKNESS. 12. ALL SIGNS 38' OR LARGER SHALL BE INSTALLED WITH BACK BRACES SPECIFICALLY DESIGNED FOR 2" SQUARE PERFORATED POSTS. (2' RISE) 13. IN SOME INSTANCES CONCRETE FOUNDATION MAY BE REQUIRED TO ENSURE PROPER STABILITY, THIS OPTION IS TO BE USED AT THE DISCRESTION OF THE ENGINEER OR ONSITE INSPECTOR. SIGN POST INSTALLATION DETAIL AND NOTES NOT TO SCALE RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE REID MIDDLETON, INC APPROVED BY: PREPARED BY: REID MIDDLETON 728 134TH ST SW, STE 200 EVERETT, WA 98204 USERNAME -{USER DON PILE -)$REQUEST DATE PAVEMENT DELINEATION & SIGNING DETAILS RANCHO CALIFORNIA ROAD AT ANZA ROAD ROUNDABOUT rLOIII1*i*YA FILE No SHEET No. PSD2 SHEET 47 DE 53 uvivn, *ua gss-Nf� DETECTA RNING TYPE Al -6 4" STAMPED SURFACE PE TRANS CURB CONCRETE PER STANDARD PLAN NP SPECIFICATIONS 3 p ma. N1 AP TYPE At -6 r�.:•'" TYPE Al -6 CURB �;. �o -a CURB TYPE A-6 c I CURB — 6" CEMENT CRO PER CONCRETE SIDEWALK DETAIL EE PSD1, TYR TYPE Al -6 CURB 4" STAMPED CONCRETE PER SPECIFICATIONS SPLITTER ISLAND RAMP FILL MATERIAL TYPE A-6 CURB L 6" CEMENT CONCRETE \ CONCRETE RAMP 6" CEMENT TYPE A-6 CURB CONCRETE-��\�/ki� TYPE A-6 CURB � NOT TO SCALE NOT TO SCALE RECONSTRUCT EXISTING FILL MATERIAL, DRIVEWAY WITH 6" TYR EACH END CLASS 3 AGGREGATE BASE 6• s. FILL MATCH EXISTING R=2 MATERIAL TYPE Al -6 CURB eA TYPE Al -6 - '.., .- ° CURB 40, n ° o ,\qg 1Y• CURB a SIDEWALK < ° ° APPROACH 44 PER DETAIL '° THIS SHEET • ° ° TYPE A-6 CURB TYPE Al -6 CURB 6" CEMENT CONCRETE DRIVEWAY CASE C CUR MP NOT TO SCALE NOT TO SCALE dOV 6" CEMENT I a FILL MATERIAL—/ e x a WATE $TIME (USER awom5T CASE A NOT TO Sig FILL MATERIAL, i� TYPE Al o CURB SID OACH R DETAIL THIS SHEET SIL Al -6 CURB RAMP 3/8" EXPANSION CIRCULATING LANDSCAPING LANE PER PLAN n i 25 8' i 25 d a PER SPECIFICATIONS TRUCK APRON DETAIL NOT TO SCALE BIKE RAMP NOT TO SCALE 6" CURB CONCRETE CURB — FILL tmCONCRETE TYPE Al -6 CURB CEMENT FILL MATERIAL)\ / —alUL" R , rRVW 1Y PER DETAIL H TYPE Al -6 CURB CASE F-1 URB RAMP 0 SCALE CONCRETE FILL MATERIAL CURB / v ° 3, 1.4 1 y •2fi TYPE A-6 • � CURB ° a r DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN A88A, TYPE A-6 TYR CURB !!Zr6.25% i ALK APPROACH T TO SCALE LLANDSCAPING7 COLOR STAMPED PCCP TRUCK APRON JOINTS E BE SPACED EVENLY 6' MIN AND 12' MAX_ CONCRETE —TYPE A3-6 PAVEMENT DOWEL CURB BAR BASKETS PER CIRCULATING LANE7 CALTRANS SP P12 AS TRUCK APRON JOINT DETAIL REVISIONS RIVERSIDE COUNTY TRANS REID MIDDLETON, INC REV BY DESCRIPTION APPR DATE APPROVED BY: QpOP .. CINDI WACHI 9-29-11 y. E"P 12/31/12 a 0... nL 9-26-11 PROJECT MANAGER DATE * * PREPARED BY: DATE `1?� h,I REID MIDDLETON rf pF CA728 134TH ST SW, STE 200 EVERETT, WA 98204 RELATIVE BORDER SCALE 0 1 2 3 USERNAME -FUSER IS IN INCHESI I I I ILII I I�� DGN FILE -) SREOUEST f ASPHALT )NCRETE DIKE )F LIMITS ASPHALT CONCRETE DIKE TRANSITION NOT TO SCALE CONCRETE OR BIKE RAMP PER DETAILS THIS SHEET i O.,£t 8.5 VARIES, MATCH BIKE RAMP CROSS SLOPE VARIES, SEE GRADING SHEETS TYPE A-6 CURB BEGIN GUTTER CROSS SLOPE TRANSITION SPILL GUTTER NOT TO SCALE MISCELLANEOUS DElX4L SHEET No. RANCHO CALIFORNIA ROAD MD1 AT ANZA ROAD ROUNDABOUT SHEET 4 53 WO B9-0957 ICOUNTY ° I PULP Nn. DETECTABLE WARNING TYPE Al -6 4" STAMPED SURFACE PER CALTRANS CURB CONCRETE PER STANDARD PLAN A88A, TYP SPECIFICATIONS 31 �rJ TYPE Ai -6 ,.�x�.,•��:r �• a hP a TYPE Al -6 CURB :moo ° CURB TYPE A-6 CURB • ° • 6" CEMENT CROSSWALK PER DETAIL ON SHEET CONCRETE SIDEWALK PSD1, TYP TYPE Al -6 CURB 4" STAMPED CONCRETE PER SPECIFICATIONS SPLITTER ISLAND RAMP NOT TO SCALE TYPE A-6 CURB DRIVEWAY NOT TO SCALE FILL MATERIAL FILL MATERIAL, TYP 6" CEMENT CONCRETE \\ 7 ° TYPE Al -6 , 4 A ^o CURB �� � • SIDEWALK \ APPROACH PER DETAIL THIS SHEET FILL MATERIAL TYPE Al -6 CURB CASE A CURB RAMP NOT TO SCALE 0 0 0 4DATE $TME $USER ttREDUEST TYPE A-6 CURB 6" CEMENT CONCRETE CONCRETE RAMP NOT TO SCALE FILL MATERIAL, TYP EACH END 6" CEMENT TYPE A-6 CURB CONCRETE-\�\�/kk./'.i� TYPE A-6 CURB � FILL RiH MATERIAL - TYPE Al -6 CURB TYPE Al -6 CURB QO, s. " ° SIDEWALK APPROACH - PER DETAIL THIS SHEET ° TYPE Al -6 CURB moo 6" CEMENT CONCRETE 3/8" EXPANSION CASE C CURB RAMP NOT TO SCALE 2% a COLOR STAMPED PCCP TRUCK APRON PER SPECIFICATIONS TRUCK APRON DETAIL NOT TO SCALE LANDSCAPING PER PLAN � REVISIONS DESCRIPTION 27 NOT TO SCALE CONCRETE CURB 6" CEMENT CONCRETE ^� CURB RAMP CONCRETE CURB FILL MATERIAL FILL TYPE Al -6 CURB ° 0 6" CEMENT CONCRETE FILL MATERIAL SIDEWALK APPROACH PER DETAIL THIS SHEET TYPE Al -6 CURB CASE F—la CURB RAMP FILL MATERIAL TYPE A-6 CURB DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN A88A, TYPE A-6 TYP CURB SIDEWALK APPROACH NOT TO SCALE LLANDSCAPINE JOINTS TO BE SPACED EVENLY 6' MIN AND 12' M� —TYPE A3-6 CURB CIRCULATING LANE AS TRUCK APRON JOINT DETAIL RELATIVE BORDER SCALE IS IN INC73Eq PLAN VIEW RIVERSIDE COUNTY TRANS CINDI WACHI 9-29-11 PROJECT MANAGER DATE COLOR STAMPED PCCP TRUCK AP UI ZZ I 16.25% hP TYP 6"ASPHALT CONCRETE DIKE OF VG LIMITS ASPHALT CONCRETE DIKE TRANSITION NOT TO SCALE CONCRETE OR BIKE RAMP PER DETAILS THIS SHEET o ; 95• VARIES, MATJBIKE RAMP CROSS SLOPE VARIES, SEE GRADING SHEETS TYPE A-6 CURB BEGIN GUTTER CROSS SLOPE TRANSITION SPILL GUTTER NOT TO SCALE -F_ CONCRETE , PAVEMENT DOWEL - -- --- - -- BAR BASKETS PER --- CALTRANS SP P12 REID MIDDLETON, INC MISCELLANEOUS DETAILS SHEET No. APPROVED BY: W RANCHO CALIFORNIA ROAD M D 1 AT ANZA ROAD PREPARED BY: DATE ROUNDABOUT 48 Df 5 3 REID MIDDLETON 728 134TH ST SW, STE 200 SHEET EVERETT. WA 98204 NAME 4USER WO B9-0957 COUNTY FILE -I $REQUEST FILE No. gSS-N f/ T �� 29+00 - - 28+00 w �_ _ �_ _ _w N74'03'14"W RS 60188-15 PARCEL E; 2 (G1 D = 4858'42" R = 45.00' T = 20.497 L = 38.47' BC = 1+66.32 EC = 2+04.79 PI N 2139470.8949 3 E 6315678.7597 F- - - - - _ - - - - - 4" DIAMETER HOLE I 4" DIAMETER HOLE THROUGH SIDE WALL L J THROUGH SIDE WALL AT FOREBAY FLOWUNE _ _ _ _ _ AT FOREBAY FLOWLINE e" THICK BY11 HIGH ST PCC STEM WALL PCC FOREBAY PLAN W/#4 018" OC EW SCALE 1 "=4' /'1 /L I 6'-8- �{8" BY 1' HIGH /// PCC STEM WALL 2•_g• W/ \ I.W/#44 018- OC EW 7 FL 1427.90 -T-THROUGH 4" DIAMETER HOLE �THROUGH SIDE WALL / ,� 33� AT FOREBAY FLOWLINE 1' THICK PCC CUTOFF WALL W/#4 O 18"OC EW 3' DEEP THIS SIDE ONLY \6" THICK PCC SLAB W/g4 O 18 -OC EW SECTION A -A SCALE 1"=2' 1' THICK PCC CUTOFF WALL W/#4 O 1B"OC EW 2' DEEP AT THREE SIDES 27+00 W w T �w� -� T W - T �� T OH _ 25+00 26+o AN ZA ROAD ' 24+D0 T� STY- W w w w SD _�SD w w W- ih T _- W W w $ i5• w T i T T T W '- w SSP 961 R4 R= 45. 039 w w w w T w T w I " Z T = 14 0 = 35'30'38" P L = 27.89'89' T = 45.x. 561'S8'45'W PRC = 0+27.89 -. ry OH EC = 0+55.78 L = 27.89' OH -PI = N 2139310.2717 BC = 0+00 OH E' 15729.8831 H PRC = 0+ PI N 2139284.4740 E 6315715.0385 - / , t 1421 4385 / Sy, 3:1 11 2 t r 8 Q{ 4 C>0 , 2 X42 u �5 3:1 TH5" � I,4211 ,4211 Np}� " ^, •""S{ in't 1 3:1 V GRANT DEED 1NST, NO, 010592032 RRC, 11/30/2001 CONSTRUCTION NOTES y 1O EARTHEN WATER QUALITY BASIN 13 24" HDPE (TYPE S) ENCASED IN SALK SLW# SEE LINE 2 PROFILE SHEET 50 "\ O2 PIPE WINGWALL PER CALTRANS STD. D-90 SEE DEFAIL B SHEET 50 14 EXISTING OVERHEAD WIRES PROTECT IN PLACE Q Q 24" HDPE (TYPE S) ENCASED IN 3 S K SuoMY SEE UNE 1 PROFILE SHEET 50 15 EXISTING 120" MWD WATER MAIN PROTECT IN PLACE O4 COORDINATE DATA PT. NORTHING EASTING 1 2139239.4854 6315710.0118 2 2139226.0688 3' AC ACCESS 6315683.1791 3 2139373.6488 ©S' CHAIN LINK 6315609.3878 4 2139387.0654 PREVENT CONCRETE FROM ENTERING 30" HDPE AT TRANSITION (STREET STA 6315636.2206 5 2139309.7159 28+96.91 O/S 19.31' LT). ALTERNATIVELY, THIS CONNECTION 6315674.8960 6 2139309.7625 SEE UNE 3 PROFILE SHEET 50 6315659.8950 7 2139250.6212 10 6315732.2829 8 2139214.9331 AS BUILT 6315660.9079 9 2139362.5130 6315587.1167 10 2139398.2012 1 6315658.4917 11 2139360.3846 1© 6315675.0524 12 2139360.4313 6315660.0525 13 2139277.7046 CVALDO CORPORATION 5315704.3183 14 2139397.7934 SHEET No. 6315641.6645 15 2139383.2443 6315730.4770 16 2139628.0187 6315615.0450 17 2139632.7624 6315598.4426 18 2139423.8990 6315711.5673 19 2139322.5200 6315752.8986 O4 Y4 -TON RIPRAP (T=2.7') OVER MIRAFI 110ON FILTER BLANKET 16 EXISTING TELEPHONE UNE TO BE RELOCATED BY OTHERS AT 0 20' 40' 0 14' DOUBLE DRIVE' E GATE PER RCFCWCD STD. M-801 ROUNDABOUT NEW CONCRETE BULKHEAD. WATER QUALITY BASIN OS 3' AC ACCESS ROAD OVER COMPACTED FILL OR NATIVE AS OCCURS Q PCC FOREBAY PER DETAIL THIS SHEEP ©S' CHAIN LINK FENCE PER RCFCWCD STD M-801 1 INCH = 20 FT RELATIVE BORDER SCALE 0 IS IN INCHES L APPROVED BY: RANCHO CALIFORNIA ROAD 18 3' CRUSHED ROCK - T=6' DATE PROJECT MANAGER 0 14' DOUBLE DRIVE' E GATE PER RCFCWCD STD. M-801 ROUNDABOUT WATER QUALITY BASIN ,FET 49 a 53 19 CONCRETE COLLAR PER RCFCWCD STD. M803. CONTRACTOR TO CONNECT NEW 30' GRADING & DRAINAGE PLAN © CONCRETE DROP INLET PER RCFCWCD STD. C8110, H=15", V=4'-7.5" - SEE DETAIL A SHEET 50 HOPE TOEXISTING18" CMP UTILIZING COLLAR AND TO FABRICATE BARRIER TO WO B9-0957 PREVENT CONCRETE FROM ENTERING 30" HDPE AT TRANSITION (STREET STA O 30" HDPE (TYPE S) ENCASED IN 3 SACK SL414' ADJUST BEARING TO ACCOMODATE EXISTING 18" CMP. 28+96.91 O/S 19.31' LT). ALTERNATIVELY, THIS CONNECTION MAY BE MADE SEE UNE 3 PROFILE SHEET 50 MONOLITHICALLY WITH THE HDPE CONCRETE ENCASEMENT. 10 TRANSITION STRUCTURE #3 PER RCFCWCD STD. TS303 AS BUILT IRO COILRECIIONS ON 1X15 $MEET) 11 38' HDPE (TYPE S) ENCASED IN 35Ack SUAAV SEE LINE 3 PROFILE SHEET 50 1© PIPE CULVERT WARPED WINGWALL PER CALTRANS STD. D -86B SEE DETAIL C SHEET 50 REVISIONS I RIVERSIDE COUNTY TRANS CVALDO CORPORATION SHEET No. BY DESCRIPTION IAPPR I DATE RELATIVE BORDER SCALE 0 IS IN INCHES L APPROVED BY: RANCHO CALIFORNIA ROAD CINDI WACHI DATE PROJECT MANAGER wQ l RELATIVE BORDER SCALE 0 IS IN INCHES L APPROVED BY: RANCHO CALIFORNIA ROAD AT ANZA ROAD wQ l ROUNDABOUT WATER QUALITY BASIN ,FET 49 a 53 PREPARED BY: DATE CVALDO CORPORATION JJRUPA SUITE 14 RIVOERO GRADING & DRAINAGE PLAN DE, CA 922W44 WO B9-0957 COUNTY cuss, u FILE No.fl N 0+00 1445 1440 1435 EXISTING GROUNI SO CL ON �fAT /. 1430 E% 4" TEL 9 7�EX 18" CMP 2 - w 1425 _ S=0.0091 ----_) a U 1420 a 16..4 LF 36" HDPE 30" HDPE 1 41 5_ ( TYPE S) � PER DETAIL BELOW .S{ PER DETAIL BELOW PROFILE EX 120" WATER MAIN 1410 LINE 3 1+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. 2+00 R CONSTRUCTION NOTES O1 WINGWALL PER CALTRANS STD. D-90 O2 X -TON RIPRAP (T=2.7') OVER MIRAR 110ON FILTER BLANKET O CONCRETE DROP INLET PER RCFCWCD STD. CB110, H=15", V=4'-7.5" - SEE DETAIL BELOW ® TRANSRION STRUCTURE #3 PER RCFCWCD STD. TS303 O WARPED WINGWALL PER CALTRANS STD. D -86B © EXISTING 120" MWD WATER MAIN PROTECT IN PLACE - CONTRACTOR TO VERIFY TOP OF PIPE ELEVATION PRIOR TO CONSTRUCTION O7 CONCRETE COLLAR PER SHEET 49. © CURB INLET CATCH BASIN PER SHEET 20 - CATCH BASIN CONNECTING PIPES NOT SHOWN O9 4" TELEPHONE CONDUIT TO BE RELOCATED BY OTHERS LINE 2 ` HDPE CONCRETE ENCASEMENT DETAIL FINISHED GRADE PER PLAN g��FffRAL 3 stcK s.UANY ENCASEMENT INTERIOR SLOPE PER PLAN CONCRETE DROP INLET 0.50-1 0.50't -i PER RCFC STD DWG NO. CB110 A FI_ 1431.70 II r 6" DIAMETER ORIFICE THROUGH FRONT WALL 6" DIAMETER ORIFICE IE 1430.70O THROUGH FRONT WALL .E O AL � SECTION A -A SCALE 1"=2' DETAIL A - CB110 SCALE 1"=2' REVISIONS RELATIVE BORDER SCALE IS IN INCHES DETAIL B - WINGWALL PER CALTRANS D-90 SCALE 1/4" = 1' RIVERSIDE COUNTY TRANS l wcd-�� a (z)" CINDI WACHI DATE PROJECT MANAGER 101101 R/W PROFILE LINE 1 1440 GROUND 1435 1430 1425, 1420 1415 1410 ER 0N80N1 iH5 SHEEiI DETAIL C - WARPED WINGWALL PER CALTRANS D -86B SCALE 1/4" = V CVALDO CORPORATION APPROVED BY: / Y�( ,L_"- 5-II3I11 PREPARED BY: DATE CVALDO CORPORATION 6600 JURUPA AVENUE, SUITE 14 RIVERSIDE, CA 82504 SHEET No. RANCHO CALIFORNIA ROAD AT ANZA ROAD WQ2 ROUNDABOUT WATER QUALITY BASIN SHEET 50 53 PROFILES & DETAILS WO 89-0957 COUNTY gsSv jj 11 FILE No. J TI rl T � 29+00 w w 1 3 7-77_ w�� —281+00 w w T lJ 1 3 `AA RS 501683 75 I cl PARC2PL EE -2 I I - I LEGEND 1 1 1 1 1 1 1 I M I FIBER ROLL / STRAW WADDLE GRAVEL BAGS EROSION CONTROL TYPE D HYDROSEEDING MIX PER PROJECT SPECIFICATIONS EROSION CONTROL TYPE D HYDROSEEDING MIX SEED, GERMINATION RATE, FIBER, FERTIUZER, AND STABILIZING EMULSION TO BE PER THE PROJECT SPECIFICATIONS. _ 27+00 -w--- w w_ �T (,Mw�_ r OH OH OH _ 25+00 ANZA ROAD 2_4.J+_000 SSD wwSD W W w = w T TW T W T w T W T W TW T W_. OH OH I � \- -I �> I J ' CONSTRUCTION NOTES O PLACE FIBER ROLL / STRAW WADDLE O PLACE GRAVEL BAGS 1 BAGS HIGH O EROSION CONTROL TYPE D HYDROSEEDING MIX PER PROJECT SPECIFICATIONS REVISIONS RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS &(tG O. Wazko CINDI WACHI DATE PROJECT MANAGER CVALDO CORPORATION APPROVED BY: P3'�t3111 PREPARED BY:: GATE CVALDO CORPORATION 6600 JURUPA AVENUE, SUITE 14 RIVERSIDE, CA 92504 OH GRANT DEED JNST, NO, 01-0592032 RirGj 11/30/2001 �{ 0 20' 40' 1 INCH = 20 FT AS BUILT (NO COFFr � .n TnIS SHEET) SHEET No. RANCHO CALIFORNIA ROAD AT ANZA ROAD WQ3 ROUNDABOUT WATER QUALITY BASIN sEc 51or 53 EROSION CONTROL PLAN WO 89-0957 COUNTY4q II FILE No.o. — T 7— w� OH OH _ 25+00 ANZA ROAD 2_4.J+_000 SSD wwSD W W w = w T TW T W T w T W T W TW T W_. OH OH I � \- -I �> I J ' CONSTRUCTION NOTES O PLACE FIBER ROLL / STRAW WADDLE O PLACE GRAVEL BAGS 1 BAGS HIGH O EROSION CONTROL TYPE D HYDROSEEDING MIX PER PROJECT SPECIFICATIONS REVISIONS RELATIVE BORDER SCALE IS IN INCHES RIVERSIDE COUNTY TRANS &(tG O. Wazko CINDI WACHI DATE PROJECT MANAGER CVALDO CORPORATION APPROVED BY: P3'�t3111 PREPARED BY:: GATE CVALDO CORPORATION 6600 JURUPA AVENUE, SUITE 14 RIVERSIDE, CA 92504 OH GRANT DEED JNST, NO, 01-0592032 RirGj 11/30/2001 �{ 0 20' 40' 1 INCH = 20 FT AS BUILT (NO COFFr � .n TnIS SHEET) SHEET No. RANCHO CALIFORNIA ROAD AT ANZA ROAD WQ3 ROUNDABOUT WATER QUALITY BASIN sEc 51or 53 EROSION CONTROL PLAN WO 89-0957 COUNTY4q II FILE No.o. RANCHO CALIFORNIA WATER DISTRICT GENERAL CONSTRUCTION NOTES 1. GENERAL A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH THE DISTRICTS STANDARD SPECIFICATIONS AND STANDARD DRAWINGS FOR WATER AND SANITARY SEWER FACILITIES (LATEST REVISION). THE SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE FROM THE DISTRICTS WEBSITE AT WWW.RANCHOWATER.COM. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICTS SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. B. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. C. CONTRACTOR SHALL NOTIFY RCWD'S CONSTRUCTION CONTRACTS MANAGER, MR. KEN COPE, A MINIMUM OF TWO WEEKS PRIOR TO STARTING CONSTRUCTION AT 951-296-6900. D. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RCWD CONSTRUCTION CONTRACTS MANAGER REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN. 2. PIPELINE AND APPURTENANCES A. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED A MINIMUM DESIGN PRESSURE OF 200 PSI. IN ADDITION, ALL VALVES, PIPING, AND APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10% OVER SAID MINIMUM DESIGN PRESSURE. VALVES SHALL BE CAPABLE OF WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION. B. ALL MATERIALS, TESTING, AND INSPECTION SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, AND/OR THE AMERICAN WATER WORKS ASSOCIATION STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED ENTITIES WILL BE CAUSE FOR REJECTION. C. APPURTENANCE RELOCATIONS SHALL BE IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW-lA, AND MODIFIED AS NOTED ON PLANS. D. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -7. E. TEST STATION RELOCATIONS SHALL BE IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -40A, AND MODIFIED AS NOTED ON PLANS. F. THRUST RESTRAINT SHALL BE PROVIDED BY WELDED JOINTS. G. EXISTING VALVE RISERS AND CAPS SHALL BE RAISED TO PROPOSED GRADE BY CONSTRUCTING VALVE RISER AND CAP ASSEMBLY IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -30. 3. BOX CULVERT. MANHOLE AND CATCH BASIN LINING A. STATION LIMITS FOR LINING IS BASED UPON STREET CENTERLINE AND OFFSETS FROM CENTERLINE. B. REFER TO TECHNICAL SPECIFICATIONS FOR LINING WORK. C. LENGTH OF LINING TO BE INSTALLED IS ESTIMATED BASED UPON PLAN LINEWORK. CONTRACTOR TO VERITY ACTUAL LENGTHS BASED ON COUNTY PLANS. NOTICE TO THE CONTRACTOR 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO COMMENCING WORK. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBER EXPIRES WITHIN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE INFORMATION, YOU CAN CONTACT THE LOCAL REGIONAL INFORMATION CENTER. RANCHO CALIFORNIA WATER DISTRICT ENGINEERING MANAGER DA E RCWD JOB #D1654 UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 811 INTERIOR LINER SYSTEM VOID SPACE FILLED CATCH BASIN OR MANHOLE �I�' ,' j IIITH GROUT MATERIAL CONSTRUCTED PER COUNTY'S PER COUNTY SPEC STANDARDS `` CONSTRUCTION OF HOPE PIPE i.'. PER COUNTY PLAN AND SPEC III I I LINING TO OVERLAP ONTO GROUT MATERIAL FOR SEALED SYSTEM i kr . REVISIONS DESCRIPTION RELATIVE BORDER SCALE IS IN INCHES LIMITS OF LINING AT HDPE PIPE CONNECTION TO MANHOLE/CATCH BASIN STRUCTURE NTS DATE IC7mMCM9filiffiTi1"m1 "i Ow C jz�6r a&Qdici IIA -711t CINDI WACHI DATE PROJECT MANAGER IIAS BUILT EE (NO CORRECTIONS U T SHEEn .".,,. 0 MEGION 0 GON'TRU�10M SHEET No. , RANCHO CALIFORNIA ROAD CONSULTING AT ANZA ROAD APPROVED BY: ROUNDABOUT RCWD-1 kt.QPrJA WATER APPURTENANCE RELOCATIONS PREPARED BY: CrATE AND BOX CULVERT, MANHOLE AND =HEFT 52 53 MICHAEL J. BOECK CATCH BASIN LINING LIMITS WO 139-0957 COUNTY FILE No. CiIJ 20+00.00 ANZA ROAD I N 20+37.41 24.20 RT 07 31 LT + PROPOSED FIRE HYDRANT 199+18.66, � I I I o CATHODIC TEST STATION (CTS) 198+09.08, 76.10 LT END L WING I 0 \ RELOCATION PER RW -40A - - EXISTING RIGHT OF WAY OUTLET (NO SPLICES ALLOWED) — - - — - - — PROPOSED RIGHT OF WAY 200+75.14, 51.49 LT 199+28.36 1 199+04.36 1 I I - ROAD CENTERLINE REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. AND R/ / / CB #10 LINING 53 MH #3 LINING 53 I I I EX. FH EDGE OF PAVEMENT R/W RE -CONSTRUCT FIRE HYDRANT ASSY. PER. STD DWG RW -7 MODIFIED WITH 45' ANGLE PT � PROPOSED CATHODIC 1 200+ 3 16 AT EXIST. 6" VALVE R/W TEST STATION #13 LINING f i PROPOSED CURB/GUTTER —FX. CTS EX. EDGE OF -ion f e oh EX. FH -� AVEMENT—ioh>— e- -P-0 ;ohF ---e ioh1-- _ _e i�h - hh---^ ioh) —_e P EX EDGE OF ` " --P R - P IP CTS PR P P P PC61+82 LINING 53 P EX. 12"W ABANDONED (RCWD) PAVEMENT / I / e I I EX. 24"W (RCWD) I - l0 Wr. ___- W W W W � W- -w w W W w 62.99, 25.40 LT ` 00+00 No W RANCHO CALIF w w w w EX. 18"W (RCWD 98+00 BEGIN CULVERT LINING L O00 ROAD PROFILE E' I oo RECONSTRUCT RAISE VALVE ISE 202+00 - - +— - - -- 19 +00 � / RISER AND CAP EX. 24"W (RCWD) 55.54 LF ASSEMBLY TO GRADE PER STD. DWG. RW -30 3'X 4' BOX LININGW w' w_ w w W w w w w _w EX. 24"W (RCWD _ 198+38.76 1 u) CB #9 LINING 53 201+48 06 n EX CTV CONDUIT T a u ea a 0 0 ° CB #11 LINING 53 CT —O rtl X. EDGE OF CT X= ery —O C ° cT a ET A c� Fr --cr PAVEMENT EX. FOct y EX.6" GAS ioh}—' _ e_ 198+36.57 5.27 RT f " EX. FH REMOVE EX. CTS R/W BEGIN LINING - - PROFILE F" 1 1 199+03.4 34.98 RT 170.28 LtF" EX. R/W EX. EDGE OF 198+46.75,.36.38 RT 4'X 2' BOX LINING ° PROP. R/W PAVEMENT REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. INLET AND RE -CONSTRUCT FIRE HYDRANT ASSY. I IQ I 200+50.41, 70.56 RT PER STD. DWG.- RW -7 MODIFIED I Q I =19+29.36 50.30 RT (ANZA) WITH 3' SPOOL BETWEEN VALVE ANDn O REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. AND GUTTER OUTLET TO MISS PROPOSED CURB F ° / r I �� + RE -CONSTRUCT FIRE HYDRANT ASSY. PER STD. I N I I o DWG. RW -7 MODIFIED WITH 22.50' ANGLE PT o i AT EXIST. 6" VALV�F;"° EX. R/W ( I o PROP. R/W " f EX. R/W / / 2 I 18+71.849 36.49 RT I EX. EDGE I I 8 =200+36.70 128.10 RT za 10 o zo as so OF PAVEMENT END LyY1 TN6" ti &I'_,� / EX. R/W S I I ° ` S' �') ' I. EX.fi"' GAS SCALE: i =za' PROP. R/W\ 59' f 55I 1 18'It 5:4x7_ 1 AS BUILT 25+69.45 �j �� I EX. EDGE OF 1 CI' #1 LINING 3 (NO COMCTIONS ON THIS SHEET) PAVEMENT 4b 6l ff, CB#8 LINING 53 I ` r EX. of RCWD. 'y „awda = DESIGN PRESSURE: 200 PSI I 7I0. RANCHO CALIFORNIA WATER DISTRICT REVISIONS RIVERSIDE COUNTY TRANS _ SHEET No. REV BY DESCRIPTION APPR DATE t�OFESS/ON+� y""" �w RANCHO CALIFORNIA ROAD CONSULTING AT ANZA ROAD s�wwe mt"Vlp•,w.reFmn SEE EXTENSION, TOP RIGHT �--. by 11 �,r.� q�y7�li StIt."/;2 APPROVED BY: ROUNDABOUT RCWD-2 APPROXIMATELY 400 LF SOUTHEAST ENGINE ING MANAGER DA PCINDI ROJECTCMANAGER DATE fjIAF OTI1� (OQ'`' WATER APPURTENANCE RELOCATIONS OF CEw ��(043/lI AND BOX CULVERT, MANHOLE AND s ecr 53 53 RCWD JOB #D1654 MICHAELEJ. BY DATE CATCH BASIN LINING LIMITS RELATIVE BORDER SCALE O T 2 3 WO 39-0957 COUNTY 155 r �) IS IN INCHES I I I III FILE No. 1'v'1 � SEE EXTENSION, BOTTOM LEFT LEGEND APPROXIMATELY 400 LF NORTHWEST PROP. R/W PROPOSED LINING PROP. R/W m I I EX.18"WI(RCWD) Imo_ —w—w— EXISTING WATER MAIN I PROPOSED HDPE DRAIN I I I EX. R/W 1 20+99.61$ 45.97 RT I —G—G— EXISTING GAS � I REMOVE EX. WATER QUALITY SAMPLE STATION / EX. 120"W (MWD) ASSY. AND RE -CONSTRUCT WATER QUALITY SAMPLE cry—cry CABLE TV i 55' I I 58 STATION ASSY. PER STD". DWG. RW -38 —(oh)— e OVERHEAD ELECTRIC / EX. R/W I 20+82.80, 52.71 RT r r TELEPHONE V EQUATION ANCHO CALIFORNIA ROAD= I I \ REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. AND EXISTING FIRE HYDRANT RE -CONSTRUCT FIRE HYDRANT ASSY PER STD DWG -RW-7 20+00.00 ANZA ROAD I N 20+37.41 24.20 RT 07 31 LT + PROPOSED FIRE HYDRANT 199+18.66, � I I I o CATHODIC TEST STATION (CTS) 198+09.08, 76.10 LT END L WING I 0 \ RELOCATION PER RW -40A - - EXISTING RIGHT OF WAY OUTLET (NO SPLICES ALLOWED) — - - — - - — PROPOSED RIGHT OF WAY 200+75.14, 51.49 LT 199+28.36 1 199+04.36 1 I I - ROAD CENTERLINE REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. AND R/ / / CB #10 LINING 53 MH #3 LINING 53 I I I EX. FH EDGE OF PAVEMENT R/W RE -CONSTRUCT FIRE HYDRANT ASSY. PER. STD DWG RW -7 MODIFIED WITH 45' ANGLE PT � PROPOSED CATHODIC 1 200+ 3 16 AT EXIST. 6" VALVE R/W TEST STATION #13 LINING f i PROPOSED CURB/GUTTER —FX. CTS EX. EDGE OF -ion f e oh EX. FH -� AVEMENT—ioh>— e- -P-0 ;ohF ---e ioh1-- _ _e i�h - hh---^ ioh) —_e P EX EDGE OF ` " --P R - P IP CTS PR P P P PC61+82 LINING 53 P EX. 12"W ABANDONED (RCWD) PAVEMENT / I / e I I EX. 24"W (RCWD) I - l0 Wr. ___- W W W W � W- -w w W W w 62.99, 25.40 LT ` 00+00 No W RANCHO CALIF w w w w EX. 18"W (RCWD 98+00 BEGIN CULVERT LINING L O00 ROAD PROFILE E' I oo RECONSTRUCT RAISE VALVE ISE 202+00 - - +— - - -- 19 +00 � / RISER AND CAP EX. 24"W (RCWD) 55.54 LF ASSEMBLY TO GRADE PER STD. DWG. RW -30 3'X 4' BOX LININGW w' w_ w w W w w w w _w EX. 24"W (RCWD _ 198+38.76 1 u) CB #9 LINING 53 201+48 06 n EX CTV CONDUIT T a u ea a 0 0 ° CB #11 LINING 53 CT —O rtl X. EDGE OF CT X= ery —O C ° cT a ET A c� Fr --cr PAVEMENT EX. FOct y EX.6" GAS ioh}—' _ e_ 198+36.57 5.27 RT f " EX. FH REMOVE EX. CTS R/W BEGIN LINING - - PROFILE F" 1 1 199+03.4 34.98 RT 170.28 LtF" EX. R/W EX. EDGE OF 198+46.75,.36.38 RT 4'X 2' BOX LINING ° PROP. R/W PAVEMENT REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. INLET AND RE -CONSTRUCT FIRE HYDRANT ASSY. I IQ I 200+50.41, 70.56 RT PER STD. DWG.- RW -7 MODIFIED I Q I =19+29.36 50.30 RT (ANZA) WITH 3' SPOOL BETWEEN VALVE ANDn O REMOVE/DISPOSE EX. FIRE HYDRANT ASSY. AND GUTTER OUTLET TO MISS PROPOSED CURB F ° / r I �� + RE -CONSTRUCT FIRE HYDRANT ASSY. PER STD. I N I I o DWG. RW -7 MODIFIED WITH 22.50' ANGLE PT o i AT EXIST. 6" VALV�F;"° EX. R/W ( I o PROP. R/W " f EX. R/W / / 2 I 18+71.849 36.49 RT I EX. EDGE I I 8 =200+36.70 128.10 RT za 10 o zo as so OF PAVEMENT END LyY1 TN6" ti &I'_,� / EX. R/W S I I ° ` S' �') ' I. EX.fi"' GAS SCALE: i =za' PROP. R/W\ 59' f 55I 1 18'It 5:4x7_ 1 AS BUILT 25+69.45 �j �� I EX. EDGE OF 1 CI' #1 LINING 3 (NO COMCTIONS ON THIS SHEET) PAVEMENT 4b 6l ff, CB#8 LINING 53 I ` r EX. of RCWD. 'y „awda = DESIGN PRESSURE: 200 PSI I 7I0. RANCHO CALIFORNIA WATER DISTRICT REVISIONS RIVERSIDE COUNTY TRANS _ SHEET No. REV BY DESCRIPTION APPR DATE t�OFESS/ON+� y""" �w RANCHO CALIFORNIA ROAD CONSULTING AT ANZA ROAD s�wwe mt"Vlp•,w.reFmn SEE EXTENSION, TOP RIGHT �--. by 11 �,r.� q�y7�li StIt."/;2 APPROVED BY: ROUNDABOUT RCWD-2 APPROXIMATELY 400 LF SOUTHEAST ENGINE ING MANAGER DA PCINDI ROJECTCMANAGER DATE fjIAF OTI1� (OQ'`' WATER APPURTENANCE RELOCATIONS OF CEw ��(043/lI AND BOX CULVERT, MANHOLE AND s ecr 53 53 RCWD JOB #D1654 MICHAELEJ. BY DATE CATCH BASIN LINING LIMITS RELATIVE BORDER SCALE O T 2 3 WO 39-0957 COUNTY 155 r �) IS IN INCHES I I I III FILE No. 1'v'1 �