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950XX - TR. 34275 - IP06-0020 7/2/2008 Street IP Newport/Bradley Rd NewportRd & Bradley Rd HAUN GENERAL NOTES: m RD ":E LAN D Rf 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE o ST T IMPROVEM NT P s w = RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT STREET Z FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC w USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL IMPROVEMENT REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES w AND/OR PERMITS MAY BE REQUIRED. NEWPORT ROAD m MS 4087 BRADLEY D A ROAD NEWPORT 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND N RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING 0 OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. o PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO MENIFEE, CALIFORNIA A L I F IA BEGINNING OF CONSTRUCTION. D o c z PHONE: (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS. No. � � / P �� COMMERCIALPMF TANo. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD N0. 816. PROJECT SITE 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION PM 34275 D DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. CUP 03475 i 461 AND SUBSEQUENT AMENDMENTS. � I N 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET ' CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. LA PIEDRA ROAD 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. ' PRATT EUCALYPTUS I 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING I W I TRACT NO. 7 TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. I 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL M B 7/9 i VICINITY PLAN CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS I I NOT TO SCALE SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE SEC. 3, TOWNSHIP 6 SOUTH, RANGE 3 WEST, FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO PRIVATE S.B.M., IN THE COUNTY OF RIVERSIDE, CA. OBTAINING AN ENCROACHMENT PERMIT. ° DRIVEWAY 9. THE STREET SECTION SHALL BE INSTALLED TO MATCH EXISTING AC/AB SECTION. NO ADDITIONAL SOIL �I TESTS ARE REQUIRED TO BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE _ NOTE: EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE - -- -- ENCOUNTERED. ' 1. ADDITIONAL RIGHT-OF-WAY COULD NOT BE AQUIRED FROM ADJACENT PROPERTY, 60+00 6� +0 62+00 63+00 64+00 65+00 66+00 67+00 68+00 SO A 5' SHOULDER WAS USED ON THESE PLANS, IN LIEU of AN 8' SHOULDER. -- -- -- - -- -- -- --- 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING 70+00 PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE + f I i � - - - - � �--- -+- -�- - -�- --- �-- -; � 69+00 2. DUE TO EXISTING CONDITIONS AND PAVEMENT CROSS-FALL, A LONGITUDINAL OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM L SLOPE OF LESS THAN 0.5% WAS DESIGNED. DRAINAGE PASS-THROUGH OPENINGS TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. ARE SHOW ON PLANS. I 11. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. - - -- - - - - - - AND A ENCEWTICM 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYSNEWPORT RD ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF ' - - PROPERTY LINE MAJOR CONTOUR LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE MINOR CONTOUR SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE I iSHEET 2 - EXISTING LOT LINES COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED MARCH 2O08. I i i --- -- --- RIGHT OF WAY 1% RATE OF GRADE 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING I I TRACT MAP NO. 22542 PROPOSED LOT LINES 1 I I i THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR 99.50FL PROPOSED ELEV. i � I MB 234 � 8-20 - - - - CENTER LINE INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. / CL CENTER LINE (� - - - - - -- ----- EASEMENT CONC. CONCRETE 14. A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM U DRWY DRIVEWAY (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE CURB LINE FG FINISH GRADE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PLAN INDEX - CURB AND GUTTER FH FIRE HYDRANT PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. SCALE: 1"=60' TOP OF SLOPE FL FLOWLINE 2:1 SLOPE SYMBOL HP HIGH POINT B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI GRAPHIC SCALE TOE OF SLOPE INV INVERT WITH A VAUD WDID NUMBER. 60 0 30 60 120 240 � EDGE OF PAVEMENT MH MANHOLE 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS SD STORM DRAIN NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS �- - - --� DAYLIGHT LINE SS SANITARY SEWER ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION CHAIN LINK FENCE TIC TOP OF CURB OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE ( IN FEED ) IF TOP OF FOOTING DEVELOPER. 1 inch - - - FLOW LINE TG TOP OF GRATE = fi~ - S=0.005 . _ DRAINAGE PIPE TIN TOP OF WALL 16. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, RECORD OWNER TYP. TYPICAL DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE EX, RETAINING WALL WL WATER LINE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. R/W FLOW LINE WM WATER METER DONAHUE SCHRIBER CB CATCH BASIN PRIVATE ENGINEER'S NOTICE TO CONTRACTORS I PROP 45 TO 67 200 EAST BAKER STREET, SUITE 100 DI DRAIN INLET COSTA MESA, CA 92626 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS I 5 AC DIKE 0'-6' 27'-35' TEL (714) 545-1400 DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. I CONTACT: MICHAEL LEBERMAN mm THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT SHOULDER , THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL I GRIND 0.15 THICK & THIS PLAN PROVIDES OFF-SITE TRAFFIC MITIGATIONS FOR THE SAWCUT INTO 5'MIN OVERLAY OR AS DIRECTED. COUNTRYSIDE MARKETPLACE COMMERCIAL PROJECT AT THE LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY I SOILS REPORT ARISING FROM THE SOLE NEGUGENCE OF THE AGENCY OR THE ENGINEER. THE ENGINEER PREPARING THESE PLANS WILL EX. PVMT 1 MIN Iw ' UTILITY PURVEYORS: SEC NEWPORT ROAD & HAUN ROAD. (PM 34275/CUP 03475) NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL REQUESTED CHANGES z 35 STA. 63+61.72 TO 64+00 TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 6 PROPOSED PROPOSED IJ 23' STA. 64+00 TO 66+04.93 WATER & g PACIFIC SOILS ENGINEERING, INC. 8" AC DIKE VMT w EX. PVMT 710 PARKRIDGE AVENUE, SUITE 105 I w - - EAST R MUNICIPAL CORONA, CA 92789 SHEET INDEX INSTALL SHORT LENGTH OF 6 " - - - - - - EASTERN MUNICIPAL WATER INSTALL 7 AT: 3•X5• RECTANGULAR PIPE 7 LIP X _ _ _ _ _ DISTRICT TEL (951) 582-0170 DESCRIPTION SHEET NUMBER FOR DRAINAGE PASS 2% _ _ - - - - - - - 2270 TRUMBLE ROAD FAX: (951) 582-0176 STA 63+80 THROUGH AT 20' O.C. ,� YV4" B AC - PERRIS, CA 92572 CONTACT: JEFFREY A. CHANEY, GE 2314 TITLE SHEET 1 STA 64+STA 00 ��J ' 1 - - - - - - - - PHONE: (951) 928-3777 STREET IMPROVEMENT PLAN-NEWPORT ROAD 2 STA 64+403 7 AB AB _ _ _ - - FAX: (951) 928-6118 STREET CROSS SECTIONS-NEWPORT ROAD 3 TELEPHONF- STA 64+60 STA 64+80 �'" HARMEET KAUR STA 65+00 AC TYPICAL N SECTION VERIZON COMMUNICATIONS �VAN ��5- EDUARDO MARTINEZ STA 65+20 8 AB NEWPORT ROAD JOIN DETAIL 150 SOUTH JUANITA STREET 1�GRIND EXIST. PVMT. 0.15' AC AND PLACE AC OVERLAY 0.15' 2,111 SF STA 65+40 COMCAST CABLE COMMUNICATIONS NTS HEMET, CA 92543 550 NORTH CONTINENTAL BLVD. SUITE 250 AC-17 TON STA 65+60 PHONE: (909) 929-2783 2 CONSTRUCT 0.41 AC OVER 1.40 AGGREGATE BASE TO MATCH EXISTING. STA 65+80 EL SEGUNDO, CA 90245 AB-30 CY AC DIKE DRAINAGE DETAIL PHONE: (310) 647-5716 FAX: (909) 929-2009 3�-RELOCATE EXISTING SIGN 1 EA NTS NOTE: ELEGMQ �PROTECT IN PLACE ITEM AS INDICATED 4 EA ALEX CHAVEZ, SERVICE PLANNER RICKEY REYES 5a-SAWCUT & REMOVE EXISTING AC PAVEMENT MIN. 1' FROM EXISTING EDGE OF PAVEMENT. 246 LF Underground Service Alert UNDERGROUND UTILITIES AND STRUCTURES THIS PROJECT IS BONDED AND TO BE SOUTHERN CALIFORNIA EDISON 256620AJEFFERSONYAVE CONSTRUCT 8• AC DIKE PER COUNTY OF RIVERSIDE STD NO. 212. INST. 3'X5' RECTANGULAR 246 LF 2OMO ND, CA ROAD MURRIETA CA 92562 PIPE AT 20' O.C. (FOUNDRY SERVICES & SUPPLIES #1 PIPE OR APPROVED EQ.) CaII:T011 FREE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND unLmes OR STRUCTURES SHOWN IN THESE PLANS WERE INSPECTED BY CONSTRUCTION INSPECTION. ROMOLAND, CA 92585 PHONE: (909) 335-7578 0-INSTALL 3•X5• RECTANGULAR PIPE AT 20' O.C. FOR ROADWAY DRAINAGE. OBTAINED PTTHOSE SEARCH OF TM�LAt�S. THE TO R CTOR IS BEST OREQUIRED TF OUR O TAKE PRECAUTI E ARE NONARY MEASURES O EXISTING UTO ES PHONE: (951) 928-8234 FAX: (909) 304-0216 (FOUNDRY SERVICES & SUPPLIES #1 OR APPROVED EQ.) PER DETAIL ON SHEET 1. 11 EA 1 -8 PROTECT T THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR ANY DAMAGES 2 2 7-2 6 0 0 8a-INSTALL 4m AGGREGATE BASE 15 CY TWO WORKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: � TPM 34275/CUP 03475, SHEET NO. TRANSPORTATION DEPARTMENT ESS/ t ] �"4 M-15-83 ELEV: 1451 .592 MS 4087 IP 060020 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QRpFESS/pH� DRC-A Civil Engineering . Land Surveying • Land Planning DATUM: NGVD 29 C0UNTY 0F RIVERSIDE ENCROACHMENT PERMIT AND/OR A p u �, ��, APPROVED BY: o W, S� 1701 RIMPAU AVE, SUITE 101 "GRADING PERMff HAS BEEN ISSUED. ►� � ,y r`' Fti � o!t nCORONA, CA 92881 (951) 737-1570 DESC: 3 ALUMINUM DISC STREET O PLAN rESIGN RIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 50 7-Z ,08 No. 46216 STAMPED "RIVERSIDE COUNTY NEWPORT �� I�0 � M �� SSURING THE ACCURACY AND ACCEPTABILITY OF THE N°. 45702 Exp. 12-31-08 /fBENCHMARK M-15-83 3 HEREON. IN THE EVENT OF DISCREPANCIES ARISING F� 11-31� �� D. FRENCH DATE k,x C �� G�/� RESET" OF SHTS COUNTY APPROVAL OR DURING CONSTRUCTION, THE 9IVITE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE APPR. DATE `� C/V I� ��! ��,� a TF OF A��F�� PRE AR E D BY: R.C.E. N 0 46216 FOR: W.O. COUNTY IAIJ ACCEPTABLE SOLUTUION AND REVISING THE PLANS FOR REVISIONS �lF OF CAI�� C RONALD W. SKLEPKO SCALE: PROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE DATE 6"Z7'�8 H: V: FILE N0. Sam x F J JY CD LL_ JS JU _I " Cn In t7 �- LJ C3 W � CN t ) LL � LL Cm \ J Y L6 < M P� N M Lt Cn ao n (A 00 * d O re) O Piz O CV J J J J iJ J LL. 00 Q O U d ^ O L0 d- L0 \ \ Cn CV e r• W ZO + + + M P7 (n (n c0 lNi 00 W N O M 0D t- N v P') d P7 LL L� m O a, cp O) ^ U O .-- � L0 MO O N H OC' + p } O N OM tC) ri) OM N � O O UZ M (/� (n V)L-i'l- F- O CN d � d M O 0 0 Cn � to Z + � + `- + � M + ca CX Qlr QU � `� + '� zZ N (n Z ��St F- .�h cn p 0.149 0 0.112% 0.196% 0.0187% _ - - - _ ~ a PROPOSED FINISH SURFACE z N EXISTING EDGE AT FLOWLINE OF 8" AC DIKE EXISTING EDGE i► OF PAVEMENT OF PAVEMENT I A tK F - (__-_) (0 28% �� (0.06% ��- (0.06% �� (0.30% �, �� N - - - - - - - - - - - (0.34% �5 - (0.32% �� (0.18% EX. FINISH SURFACE @ C.L. SCALJE HOMO -r 0 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 VBffTK`.�Al.r f -4' CALLE BRADLEY ROAD THOMAS o I I STREET CONSTRUCTION NOTES: 1 M� I U W� I 1&-GRIND EXIST. PVMT. 0.15' AC AND PLACE AC OVERLAY 0.15' W m o 2a-CONSTRUCT 0.41' AC OVER 1.40' AGGREGATE BASE TO MATCH EXISTING. ao W� + a� � 3�RELOCATE EXISTING SIGN M 00 J CV P7 W 32' w VARIES ) co z O + P7 "i a. - J 4�PROTECT IN PLACE ITEM AS INDICATED r- rn J l o co �1 10:1 f I V) ? Q PRATT EUCALYPTUS LO 00 TRACT N0. 7 0 CN(1428.80 TC) EX Q ( 5�-SAWCUT & REMOVE EXISTING AC PAVEMENT MIN. 1' FROM EXISTING EDGE OF PAVEMENT. :� ao I C N o TAPER N `" L` MB 7/9 Q ¢ 00 [D-CONSTRUCTS 8" AC DIKE PER COUNTY OF RIVERSIDE STD NO. 212. INST. 3"X5" RECTANGULAR (1428.34 FL) Z o �, „ WM N N o z R PIPE AT 20 O.C. (FOUNDRY SERVICES & SUPPLIES #1 PIPE OR APPROVED EQ.) (1428.51 EG) (1429.4 TC) �' cv 4 3 SIGN v r w Z Pi, ,tea o 0 4 c� XINSTALL 3 X5 RECTANGULAR PIPE AT 20 O.C. FOR ROADWAY DRAINAGE. (1428.66 FL) c� W c, 3 (FOUNDRY SERVICES dt SUPPLIES1 OR APPROVED EQ.) PER DETAIL ON SHEET 1. m PULL 4 }� 2:1 FILL SLOPE -f BOX �� 3 4 PULL o o �} PRIVATE 1 ( )_INSTALL 4" AGGREGATE BASE EX. ROW DRIVEWAY 3 }��' EXIST EX. ROW BOX o �� • T.S. "' �� FENCE w LEGEND. 4 POLE `� 6 2 I EX. C&G (1431.84 7 8 v=i (1431.20 FL) EX. C - - !^-- - - GRIND EXISTING A.C. 1 (1431.26 FS) 5 (1430.5 ) C/L INT. 0 SNA. O+OOR 0 S CALLE TOMAS 1 PAVEMENT AND AC OVERLAY \(I430.78) EP EX. C&G X. ROW "' 1 4:1 TAPER (1431.09) EP (1) �" BRASS DISK, FLUSH CONST. AC OVER A.B. 1431.39 FS 6 30:1 TAPE 5 1 EX. EP 6 � EP EX. EP - - - - - - - - - STAMPED RIV. CO. SUR _LrN 15:1 TAPER N89'30'51"W _ NOTE: (1431.97 FS) (1431.87 FS) (1431.77 FS) (1431.62 FS) (1431.67 FS) (1431.63 FS) (1431.48 FS) (1431.31 FS) - - - - 1. ADDITIONAL RIGHT-OF-WAY COULD NOT BE AQUIRED FROM n CL INT NEWPORT ROAD STA: 62+94.97 MH EXISTING STRIPING ADJACENT PROPERTY, SO A 5' SHOULDER WAS USED ON THESE i = STA. 10+00.00 BRADLEY ROAD 4 (1) Y2 BRASS DISK FLUSH /! PLANS, IN LIEU OF AN 8 SHOULDER. U-, SEE SIGNING & STRIPING PLAN PER ;r, STAMPED "RIV. CO. SURV. CA INTSC." (1) )� BRASS DISK, FLUSH I SEPARATE IMPROVEMENT PLAN U . > STAMPED "RIV. CO. SURV." PER � 12.00 SLY OF SECTION LINE PER 2. DUE TO EXISTING CONDITIONS AND PAVEMENT CROSS-FALL A EX. C&G R.C.S.F.B. 2183 EX. C&G R.C.S.F.B. 2183/6 LONGITUDINAL SLOPE OF LESS THAN 0.5% WAS DESIGNED. DRAINAGE PASS-THROUGH PENINGS ARE SHOW ON PLANS. EX. ROW - - - - TRACT MAP NO. 22542 NEWPORT ROAD ROW MB 234/18-20 1lT BRADLEY ROAD NOTE: SIGNING AND STRIPING IMPROVEMENTS ARE Underground Service Alert SHOWN ON SEPARATE PLANS. GRAPHIC SCALE CaII:T011 FREE 40 o zo 40 eo >lao 1 -800 227-2600 IN FEET TWO WORKING DAYS BEFORE YOU DIG i inch = 40 tL NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: SHEET N0. COUNTY OF RIVERSIDE M-15-83 ELEV: 1451 .592' TPM 34275/CUP 03475, MS 4087 , IP 060020 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ESS1 Dffd�t bmm C�lt�a�e, LC. SHALL NOT COMMENCE UNTIL AN pFESS/p P ENCROACHMENT PERMIT AND/OR A pQR N�! APPROVED BY: Y Civil Engineering • Land Surveying • Land Planning DATUM: NGVD 29 COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. �Q� LPN D. F'�F <`y P�,O W S�'F` � DRC 1701 RIMPAU AVE, SUITE 101 DESC: 3 " ALUMINUM DISC STREET INPROVEIIMENT PLAN CORONA, CA 92881 (951) 737-1570 ON E PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE W • O8 No. a6216 STAMPED "RIVERSIDE COUNTY CTION I�EWPORT RD OR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE No. 45702 Exp. 12-31-08 BENCHMARK M-15-83 STA: 034t72 TO STA: 8"L98 of 3 sHTs ESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING ALAN D. FRENCH DATE R COUNTY APPROVAL OR DURING CONSTRUCTION, THE E>4 12-31-06 �q CIVIL �� RESET" CALF'OMM RNATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE APPR. DATE `� C�VIL y��! ''s! 2 ,�>D TFOF ca��F�� PREPARED BY: R.C.E. NO 46215 SCALE. FOR: W.O. COUNTY ACCEPTABLE SOLUTUIIOYN AND REVISING THE PLANS FOR ENGINEER REVISIONS COUNTY �rEOF CA1\E�� RECOMMENDED DATERONALD W. SKLEPKO DATE 6-Z7�S H: V: FILE NO. sbi:) PROVAL BY E COUNTY. 1440 STA. 63+61 . 72 EC 1440 �+� 1440 STA. 63+75 STA. 64+00 STA. 64+25 EX. EX. EX EX. EX. EX. EX. ROW C.L. EX. ROW C.L. C.L. 67.00' ROW C.L. 67' ROW 67.00' 67.00' 1 54.86' 13.83' 53.17' 1435 19.51' 47.44' 1435 25.52' 41.48 1435 15.00' 19.85' 44.86' I 1435 15.00' 18.17' 35.00' I 5.00' 24.44' 23.00' I 5.00' 18.48' 23.00' SHLD 6� SHLD S �l I SHLD ��6� I SHLD 1431 ( �'�� fk �1�� 5�1 �� FS 26 irk F, �1� 1431.32 2% ` 1.5% (1�33%) FS 1431. 2.10% (1.05%) FS 1.8% l�°`� FS ( FS 2% % ( FS FS �1¢ FS 29 2% EX. GROUND 2 �4� EX. GROUND 2 68�EX. FIN. SURF. EX. GROUND 2 6��EX. FIN. SURF. FIN. SURF. EX. GROUND 1 �S3 EX. FIN. SURF. 1430 1 FS 1430 FS 1430 J 1431.40 EG 1430 p FS p 1p L` 1431.26 EP oao o 1 1425 1425 425 1425 ,440 STA. 64+50 1440 STA. 64+75 1440 STA. 65+00.00 1440 STA. 65+25 E X. EX. EX. EX. EX. EX. EX. EX. ROW C.L. ROW C.L. ROW C.L. ROW C.L. 67.00' 45.00' 45.00' 45.00' 39.17' 11.67' 33.33' 1 12.52' 32.48' 31.49' 35.51' 34.17' I 27.99 28.22' 14 12.51' 23.00' 1435 I 30.11' 1435 1435 1 9.48' 23.00' 5.00 1 23.00' I 10.33' 23.00' SHLD 5.00' 11.17 ,31 5.00' 5.00' .3 �61 SHLD �°c�� 0� �HLD ��1 ��65� I SHLD �5�`L��, 651 1431. (1`0%) S 1431. 1 2�) FS 1�� 15 2% 1.5% � �(�.4�) FS 1431.11 2% ° (1.67.) FS FS 26 2% 2.5% F EP 21 2% -2 --- EP -- --- 1.6% EX. GROUND 2 �14 �- 2 `; > EX. FIN. SURF. EX. GR()C1ND EX. GROUND 2 EX. GROUND 2 1430 1 FS 1430 1 �� 1430 �� EX. FIN. SURF. 1430 p �`� 1 1 >>�, EX. FIN. SURF. EX. FIN. SURF. p� 1425 1425 1425 1425 ,440 STA. 65+50 1440 STA. 65+73.32 1440 STA. 66+04.93 EX. EX. ROW C.L. EX. EX. EX. EX. ROW 45.00' 45.00' C.L. ROW 45 GO, C.L. 13.36' 31.64' 14.15' 30.85' 16.32' 28.68' 28.66' 28.69 1435 1 1435 15.00' 8.64' 23.00' I 1435 1 23.00' -1 1 5.00' 7.85 23.00' I 5.00 5.68' ISHLI `L F`' 65� I SHLD ,�`L`o1 64� I SHLD 1�ti 11 5 • ��, �p5 ' FS �516 �1 F 1431.10 2% 2.17% (1'67.) S 1431.09 2% 2.06% ( 11� FS 1431.09 2% .3 EP EP EP EX. GROUND � EX. GROUND 2 � EX. GROUND 1430 1430 1430 EX. FIN. SURF. 2 1 p >>S EX. FIN. SURF. 1 p >>� EX. FIN. SURF. boy PROFILE SCALE: HORIZ: 1"= 20' VERT: 1"= 4' 1425 1425 1425 LEGEND 0 GRIND EX. AC (DEPTH 0.08') AC PAVEMENT (DEPTH 0.41') 0 AGGREGATED BASE (DEPTH 1.41') PROPOSED BACKFILL Underground Service Alert CaIIJ011 FREE 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TPM 34275/CUP 03475, MS 4087 , IP 060020 SHEET NO. TRANSPORTATION DEPARTMENT ESS, "''C ] t , M-15-83 ELEV: 1451 .592 WORK CONTAINED WITHIN THESE PLANS Civil Engineering Land Surveying Land Planning DATUM: NGVD 29 COUNTY OF RIVERSIDE 3 SHALL NOT COMMENCE UNTIL AN QROt ESSipN� APPROVED BYD. : GNRADING PER�MITPERMIT HAAS BEEN ISSUED. ��OR A ��N F'PFy`�y� �° w S��F� , 1coRON cA 92581�(51) 737-1570 DESC: 3 JITE 101 " ALUMINUM DISC RV CRM $ECT1�H$ E PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ,�° �� 1.19� STAMPED RIVERSIDE COUNTY No. 46216 /, I STA-. �n TO ST& �� OR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE No. 45702 " Exp. 12-31-08 ! BENCHMARK M-15-83 ESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING ALAN D. FRENCH DATE cmiom COUNTY APPROVAL OR DURING CONSTRUCTION, THE F} 12-31� `�'q CIVIL �� RESET" ' OF SHTS EIVACCEPTABLE E ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING MARK BY DATE APPR. DATE '� C�V►� �.�� - ��Tv TFOF A�\E PR PARED BY: R.C.E. NO 46216 FOR: W.O. COUNTY SOLUTUION AND REVISING THE PLANS FOR REVISIONS '�lF OF CA1.\1 7- C RONALD W. SKLEPKO SCALE. �c OVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE DATE �-27 Og H: V: FILE N0. �� -0.iff7 C m #4 OUNTRYSIDE McCALL- BLNEWPOOTT ROAD V _ TREET IMPROVEMENT PLANS SHERMA a ROAD WPORT ROAD ' + EXIST . _ L - - - - - - - - - - - - - - - - - - - - --J PALOMA r i oa CHANNEL i - - a o SECTION * A LO*A TR 1256 - - - - E I TR 994 w LINE/ HISTORICi- LL > Z - - - - - - LL - L - - - - - - - - - - - - - - - J Aq o _ TRACT BOUNDARY 33647 cr �7 CONST. - - - - COTfi RO ►D �0TRACT BOUNDARY 360-080-001 SD EASEMENT 360-0 O1 0 PARCEL 1 P CE 1 Y�ClNIT�( MAP O B 9 ® B B A, oSECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST _/ I 6( IP4j� li_/ _l � NOT TO SCALE M r� /� ! :� ROAD N � b M '� ��/� J �� I :� HAUN �J J J�� 1 J T� �10TES t� /� ;� A M: . ,i ROAD 1 . IT SHALL BE THE RESPONSIBILITY OF THE: DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE m o o INDEX YAP N LEGEND RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION,FOR AN ENCROACHMENT PERMIT FOR da �� 1 " = 150' 0 T ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO GENERAL II om f conT.) S REET LIGHT, 120V, BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING 135W, L.P S.V. , 22 500 'L.U. THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR , THE DEVELOPER IS RESPONSIBLE 3:� EXISTING STREET LIGHT BE REQUIRED. AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE , AND MAY BE REQUIRED TO RECONSTRUCT 2• THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND EXISTING PAVEMENT , INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL TRACT BOUNDARY / RIGHT OF WAY DIRECTION OF CB OVERFLOW COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UI�ERGROUNDING OF EXISTING STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 4--14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON OVERHEAD LIDS ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING 150 O 150 300 4so � CATCH BASIN I PERMITEE MUST INFORM COMITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF —�- DRAINAGE FLOW LINE CONSTRUCTION. IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PHONE: (951 ) 955-6885 FOR PARCEL MAPS PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING GRAPHIC SCALE � STREET TREES TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED -JUNE 1990. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816 . ANY PRIVATE DRAINAGE FACILITIES SHOWN ON .THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING PROP. AC PAVEMENT 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. AC REMOVAL SUBSEQUENT AMENDMENTS. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. CONC. SIDEWALK BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE 5. IT SH,4LL BE THE RESPONSIBILITY OF THE: DEVELOPER TO NOTIFY THE ENGINEER FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION ABOMV ATIONS TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY DEPARTMENT. ORDINANCE N0. 461 (TRACTS AND PARCEL MAPS ONLY) FL - FLOW LINE16 . CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT EG - EXISTING GRADE 6.. ALL UNDERGROUND FACILITIES, WITH LATERALS, .SHALL BE IN PLACE .PRIOR TO PAVING THE STREET, DISCHARGE ELIMINATION SYSTEM _(NPDES), -PERMIT . OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE FS - FINISHED SURFACE INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. OF INTENT (NOI ) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM TD - TOP OF DIKE 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE .INSTALLED AND CONSTRUCTED ACCORDING TO WATER POLLUTION PREVENTION CONTROL PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. TC - TOP OF CURB COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH VIF - VERIFY IN FIELD GB - GRADE BREAK 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL VALID WDID NUMBER. (WDID NO. 833.C3.31219) CF - CURB FACE CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT C&G -CURB & GUTTER SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT S/W - SIDEWALK SD - STORM DRAIN COMPLN-TION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY . A TRAFFIC CONTROL PLAN MUST BE TO THE PROJECT BOUNDARIES, UPON THE REQUEST .OF THE DIRECTOR OF TRANSPORTATION .OR HIS CB - CATCH BASIN SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. TM - TOP OF MEDIAN C.P. - COLD PLANE 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING 1$• EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED,ADJUSTED, OVLY. - OVERLAY TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO CONST . - CONSTRUCTION ARE ENCOUNTERED. MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT . 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING g• A.L WORK WLTNIiV VIE STATE Rfif SHALL D COVO RM ro I)EP ARTIWNT' 5 REQuIREWE t S: PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF NOTICE TO CONTRACTOR 0 STAW AP.D PLANS� DVED MAY 2006; 2) STANO" SPFCiTr6AT*cols, PATER N*y 2.0%- 0.05 AND 0.03 GALLON PER .SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO S��CspL P�0 YISIoMS ASS�� 4) GAl II*Bi:Nt�► �ANVAL OF' UNI FOttNc 'fi�>�Ic. C�N'tR6� O�Y�113) V"?Akl> CL SECTION 37, 39 AND 940F THE STATE STANDARD SPECIFICATIONS. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN o APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY C GALI FO RN I A rvpfiCO�i 1) M I GNtMAY �ES26 N NAVAL (tuft); 6� EWpZA44&6W (��RI�IIT * � + M 11 .I NSTAL.L STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. THE OWNER OR ITS REPRESENTATIVE , THE CONTRACTOR SHALL DETERMINE 1 . MAGNOLIA GRANDIFLORA-SOUTHERN,MAGNOLIA THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING I'll 2. PISTACIA CHINENSIS- CHINESE PISTACHE AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL .DAMAGES WHICHIn 3 JACARANDA MIMOSIFOLIA / JACARANDA MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE OWNER sons ENGHEER AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE PARDEE HOMES LGC INLAND Q ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY 1385 OLD TEMESCAL ROAD 41531 DATE STREET EXCAVATION FOR THE MARK-OUT OF THE LOCATION OF UTILITIES AND 1 CA 92881 MURRIETA, CA 92562 NOTIFICATION OF COMMENCEMENT OF WORK. CORONA o C A�T RA J E va T 4 " PH �951 817-3400 Ml 1 ) 461-1919-0B -6- M • 0 49 3 FX 95 739-0484 461-7677 FAX cn CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING co UNDERGROUND FACILITIES SUFF I C I E7NTLY AHEAD OF CONSTRUCTION TO cS PE c TF y C r S T�Z vC fiv P PERMIT REVISIONS TO PLANS IF RE VISIONS ARE NECESSARY. NOTIFY o o SEAL.G s� �� THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE DAM OF eEAi1rMtG INDEX OF SHEETS: 0 Cirr of M rMowce LOCATIONS ARE FOUND. r SHEET N0. (S) DESCRIPTION ix� R �i N6 N4 DEpAR'rMT LOCAT LON AND ELEVATION DF IMPROVEMENTS TO BE MET BY WORK TO BE THE BEARINGS ON THIS PLAN ARE BASED ON THE LINE a ivv �M Arno gY DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION BETWEEN STATIONS "TRAK" AND "MATH" {POSITIONS 1 TITLE SHEET OF NEW WORK. PER NATIONAL GEODETIC SURVEY,NAD83, EPOCH 2-3 TYPICAL SECTIONS DIAL TOLL RUE 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, 4-7 PLAN AND PROFILE W 1-$0Q-227-26W CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT PAGES 50 THROUGH 65 OF RECORDS OF SURVEYS IN 8-12 NEWPORT ROAD STREET CROSS SECTIONS N OAS THE UTILITY LINES SHOWN HEREON :AND ANY OTHER EXISTING LINES NOT THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 1 STREET .LIGHTS AT LEAST TWO DAYS OF RECORD OR NOT SHOWN ON THESE PLANS. COUNTY, CALIFORNIA,BEING N 52 49 '02.84 E. 0 1-6 LANDSCAPE PLANS BEFORE Y� APPROVAL BY THE COUNTY OF RIVERISDE IS FOR THE AREA pRp IfiNM AM OF UArs WITHIN COUNTY ROAD RIGHT OF WAY ONLY > - J _F ��• SEAL-COUNTY - SEAL-ENGINEER O"W OF I��" PLANNING -■ DESIGN ■ CONSTRUCTION Z WORK CONTAINED COMMENCE WITHIN THESE PLANS NCt- NARK: DATE: 1970 ELEV: 1495.886 IrAS 4087 iP 060020 S1iEET N0. Q T ESSj � SHALL NO COMMENCE UNTIL AN � ATM MP , F 34275 AND 034 5 ENCROACHMENT PERMIT AND/OR A -� ��o D• F �� 9Y M.q�'Y 2.7 MILES SOUTH ON MURR I ETC% RO- FROM THE SEE ALSO GRADING PERMIT HAS BEEN ISSUED. ��' ■ s ■ `OW COUNTY��,�� CATHOLIC CHURCH AT SUN CITY , 54 1=T NORTHEAST �'#40W '� PRIVATE o+�I�EER SIGNING THESE PLANS Is ''. .:' c9259>F-4679 OF POWERPOLE .#16193., 29 FT EAST OF MIRRIETA ROAD �� /� S��3E co RESPONSIBLE FOR ASSURING THE ACCURACY AND �_—�� No. 45702 ,� Ma.uw%ow C O N S U LTi N G 9%4676.8I42• FAX 9%67f-7240 • wwwABFcom � m m ` �-+ � . AND 2 FT ABOVE THE ROAD, � FT SOUTHWEST OF THE SCi•IEflifLf f AC(EPTABILTY })F THE DESIGN HEREON. IN THE E"p' 12/31�08 - * '� * NORTHWEST CORNER OF A 4 F, CHA, ►INK FENCE, 2 Fl STREET IMPROVEMENT PLAN EVENT OF DISCTPANCIES ARISING AFTER COUNTY ! ALAN D. FRENCH DATE: LIZ APPROVAL OR D1FiING CONSTRUCTION, THE PRIVATE �f� �'��• �!` lyI PREPARED BY: ANTHON" M. COTTS — NORTH OF A WATER METER, 2 F'T cOL'TH OF A MARKER i EtaG� sWw_ IN RESPONSIBLE FOR HETEit11iI�I1VG S 2 oS E � �' ss.� POST SET A BRASS .DISK .I N .A�I- RETE POST. TIT4E SHEET s fiENERAI. NOTES OF 12 SMEETS d r QF: '�► EXP. A 6-30-Os AN ADCEPTARX SOLUTION AND REVIEWING THE PLANS MAW BY ATE APPR. DATE F DF FOR APPROVAL 13Y THE COUNTY. ENGINEER R E V I S 1 0 N S C TY RECOMMENDED DATE: DATE: SCALE: H: V: FOR: PA RDEE 1 ows MV.fl. FILE NO. � a C❑NSTRUCTI❑N NOTES _64V- *40, QUANTITY UNIT A.C. 6, 126 TONS O1 CONSTRUCT _ 4V�� 1 . 75' CLASS II AGGREGATE BASE OR AS REQUIRED A.B. 10,395 C.Y. BY THE SOILS ENGINEER {157,650 S.F. ) SEAL 7 TONS 5 CONS UCT TYP "A-8" CURB AND GUTTER (8" C.F . ) PER RIVERSIDE COUNTY STD . NO 201 2,618 L.F. © CONSTRUCT TYPE "D" CURB (8" CF . ) PER RIVERSIDE COUNTY STD . NO . 204 5,009 L.F. CONSTRUCT CONCRETE CURB RAMP , CASE A , PER RIVERSIDE COUNTY STD. NO . 403 4 EA. ® CONSTRUCT BUS TURN OUT PER RIVERSIDE COUNTY STD. NO . 814 1 ,474 S.F. . 12 CONSTRUCT 5 ' MEANDERING CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD . NO . 404 15,435 S.F. 15 REMOVE EXISTING TRAFFIC BARRICADE 120 L.F. 16 CONSTRUCT 15' WIDE CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD . NO. 207 160 S.F. MODIFIED FOR 5 ' SIDEWALK ®"CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD . DWG. NO . 311 2 EA. 24 CONSTRUCT 6" AC DIKE PER CALTRANS STD . A87B (TYPE D) 260 L.F. 25 CONSTRUCT TEMPORARY 5 ' WIDE AC SIDEWALK (4" AC OVER COMP. FILL) 31 TONS 33 REMOVE f iXTs7 AC 'PhveKrr. N ' 119,26s S.F. 34 SAWCUT AND REMOVE 1 ' W OF EXISTING AC__-PA MENT PER DETAIL ON SHEET 2 3,069 L.F. 35 RELOCATE EXIST . POWER POLES BY OTHERS .3 EA. 0 PROTECT EXIST . POWER - POLE 11 EA. ADJUST ELECTRICAL MANHOLE- TO GRADE BY OTHERS 2 EA. #t -RELOCATE EXIST . TRAFFIC SIGNAL VAULT PER TRAFFIC SIGNAL PLANS 4 EA. 42 RELOCATE EXIST . WATER VALVE AND METER BOX PER EMWD PLANS 1 EA. Q ADJUST EXIST . TEL . M. H . TO GRADE BY OTHERS 4 EA. 44 EXIST. PROP. RELOCATE EXISTING FENCE 120 L.F. PAVEMENT PAVEMENT A6 RELOCATE EXISTING SIGN PER SIGNING & STRIPING PLANS 5 EA. 2' MIN. 47 RELOCATE EXISTING ELECTRICAL CABINET BY OTHERS 1 EA. AC 1 OVERLAY(6-2•CGA A SAWCUT 1" MIN. 34 DIRECTED z AND REMOVE ® RELOCATE EXISTING TRAFFIC SIGNAL CABINET PER TRAFFIC SIGNAL PLANS 1 EA. COLD PLAN EX. PAVEMENT 11-4 EXISTING PAVEMENT DE��, IPTyuv) _ Q RELOCATE EXISTING. TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLANS 2 EA. loo &C* RI EXIST. AC PWIT. 3 1 51 INSTALL STREET LIGHT PER SEPARATE STREET LIGHTING PLAN 9 EA. 52 INSTALL TREE PER SEPARATE PLAN 165 EA. CONSTRUCT CURB UTLET STRUCTURE PER RCTD STD. DWG. NO. 308 2, �� -� I IpK 8.rQ 1 EA. LI= is so RCP D-LC =2000 MINT. 8Y lkCT- , RCS BUTS I DV R .b. Yv. PK I YATCLY taI IVT. OVERLAY JOIN DETAIL UTILITY TRENCH 3,468 L.F. NOT TO SCALE 1 EA. CATCH BASIN - W=4 .0 ' CATCH BASIN W-, $.fir 1 EA. VARIES REMOVE 'EXIST. PAVEMENT COLDPLAN EX. PAVEMENT ACC OVERLAYYMIN DEPTH (7' TYP (7' TYP) 0. 10 MIN. THICKNESS PER PLA o LANDJEAPING r PER P. PLAN 0 EXIST . o. o PAVEMENT00 _ - -` RX. PVvMT .EMOVE EX. BASE 1 6 COURSE �, 6 ► FEATHER OVERLAY TO o MATCH EXISTING Q 3 MEDIAN DETAIL #1 N O NOT TO SCALE o p m i 0 Q 0 r� o A� MINI MUM CO AA P� N AW OYER�.AY W D10 T NOTC•• ..ram WITHIN C ALTRANS R 16HT-aF--*AY IS 0 . 20 LLI rDLAL TOLL FREE W ir 00-227-2600 CCOL9;� Qms PEQws� o AT LEAST TVMO DAYS /,rcx, aali\II C 4 9 3 ffi� J IENM A.Q.QF - NOTE. SEAL-COUNTY NTY SEAL-ENGINEER PLANNING DESIGN CONSTRUCTION �NCHMARK; MS 4087 IP 060020 SHEET N0. z. WORK CONTAINED WITHIN THESE PLANS osFESS/py� ATM Q� ESS/ o SHALL NOT COMMENCE UNTIL AN / 0 ! � M.t� SEE ALSO MS�4085 �4086 �'I 7'I �l�° v. Fib, �.f APPROVED BY "� FBF ■ ■ 40M COMM C�D�vE,MITE 100 ENCROACHMENT PERMIT AND/OR A '��y �/ p� �+' 2 GRADING PERMIT k#AS BEEN ISSUED `,CAtr-0FHA 9259t-46n SEE SHEET 1 i i O rn VERES#D THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 W �• CONSULTING W676.SO42- FAX 951.676.7240 • wwwFBF.com SCHEDULE "E" o S�?.3�a� STREET IMPROVEMENT PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND �e � Exp. 12/31 08 ACCE'TABILTY OF THE DESIGN HEREON. IN THE 49 * * i ALAN D. FRENCH DATE: a EVENT DISCREPANCIES T�I�NG AFC COUNTRY 4p CI r , 9��1! � ��' PREPARED BY: ANTHONY M. COTTS 69395 DETAIL SHEET OF 12 SHE'Ei'S a fMt Sl � t BE RESPONSIBLE FOR DET£RMINIM" G L 2 8F C p4� EXP. ATE: 6-30-08 0 a ----- 2'© � SCALE: FOR: W.O. COUNTY � AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK 8Y DATE D RECOMMENDED DATE: DATE: H: 1"=40' V: 1"=4' PARDEE HOMES FILE N0. _ FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S COLNTY 1 PROP. EXRI1 T. PROP. E RAW R/W 143' R/W EX ST . PRR/OWP. 155' R SECTION EXIST. /W 143' SECTION EXIST . LINE R/W LINE R/W I 55' 55 21 ' I SECTION L IVE EXIST. ' ' ' ' R/W VARIE VARIES 56 -64.5 VARIES 50.8 -63 VAR ES 25.2 '-13' i 12' 43' I i 12' 55' 55' 21 ' I 23' -14. ' VARIES 44'-52.5 12 ' 58' 18' 12' 84' 14' 33' I 43' _ 12 ' i VARIES 87 -95.5' 29 ' I 97 3' , I DIAN I 48 7 7 8 1 29 ' I ARIES I 1 5 � SEE DETAIL #1 i 58' 48' I i BTWN 4 31 VARIES I EXIST . BLOCK � 1 4' I SEE DETAIL #1 0 21 ' , WALL ON SHEET 2 241 EXIST. BLOCK 17 -30 I 5' 1 .5tiEs VgRI EXIST. BLOCK f SEE DETAIL #1 3� 24 ' 501 WALL ON SHEET 2 2.5� 1 . 5X S WALL _ I. 2.5% MEANDERING ON SHEET 2 VARIES VARIES_- - 2 p� ; CUBED EA SIDEWALK - _I VAR ES _- • 5,T-2.5� VA EXIST . -EXIST UTER EX. PAVEMENT L&�NQAPFr � -��/�� • - •5� & GUTO RE1wAiN 1 PROP. 8 CURB EXIST U �' PROPOSED MEANDERING PROPOSED 1 „ & GU CURBED AND SIDEWALK CURBED AND PROP. 8 CURB REMOVE/REPLACE & GUTTER LANDSCAPED EX . PAVEMENT OWAN SCAPED REMOVE/REPLACE & GUTTER EXIST. PVMT . MEDIAN PROP. 8" CURB TO REMAIN EXIST . PVMT. MEW11 /�pwp TO REMAINENT REMOVE/REPLACE & GUTTER PROP. 8" CURB EXIST . PVMT . NEWMW RO" STA 76+17.43 TO STA 6+79.49 STA 96+31 .61 TO STA 98+53.94 RIV. CO. STD. NO. 91 (MODIFIED AWWPORT RO" RIV. CO. STD. NO. 91 (MODIFIED PER CONDITIONS OF APPROVAL) STA 90+45.65 TO STA 91+34 .00 PER CONDITIONS OF APPROVAL) T . I . = 10.0, R = 11 RIV. CO. STD. NO. 91 (MODIFIED T . I . = 10.0, R = 11 NOT TO SCALE PER CONDITIONS OF APPROVAL) NOT TO SCALE T. I . = 10.0, R = 11 EXIST. PROP NOT TO SCALE EXIST . PROP. R/W 143' R/W EXIST . R/W PROP. 155' S LCITI�IEON CONST . EXIST . R/W 143 ' R/W SECTION EXIST. � R/W SECTION EXIST. LINE R/W 1 55' 55' 21 ' 1 LINE R/W VARIE VARIES 64.5'-67' 63 ' 13' 1 12 84 14 33 12' 43' , 1 1 55' VARIES 55'-50.2 VARIES 1 14 .5'-1 ' VARIES 52.5-55' 12 ' VARIES 43'58 ' i 29, I I 12' VARIES 43' -58' 21 '-25.8'1 , 12' VARIES 84'-86 ' VARIES VARIES 95.5 -109 VARIES 18 -33 VARIES 1 33 -18 I I 48' 7 ' I ) 29 '-3 1 I I VME IAN A IES I MEDIAN VARIES VARIES 5' i � SEE DETAIL #1 TAP RS ,I I MEDIAN 48'-43.6 I 1 BTWN 4' VARIES ARIES I EXIST. BLOCK FROM 14 ' 24 5 ( ,/ TO 21 ' 31 -38 30 -21 WALL ON SHEET 2 ' T0, 4' I V I VA IES SEE DETAIL #1 I I 5 q?IES EE ! SEE DETAIL #1 EXIST. BLOCK RIES � - 1' S�`2.5� VAR S VALET. BLOCK ON SHEET 2 T(W 21'I VARI S WALL ON SHEET 2 V Ate__- 1 .5 - 24 17 _ VAS 2. 0 __ 5� --- VARIES � I !. :�r / PROPOSED MEANDERING V A IES_ 2. 0 EXIST. g ► CURBED AN[ �, SIDEWALK -I ---r �It �C GUR EX. PAVEMENT LtADN?ASNAPED I� PROPOSED MEANDERING EXI&GUTTER-/ /�� CURBED A � SiDEWALKTO REMAIN1 &RGUTTER CURB EX I&GUTTER EX. PAVEMENT VNDSCAPED CURBED EADND 1 PROP. 8" CURB J EXIST. PVMT. TO REMAIN DIAN 1 PROP. 8" CURB TO EX.REMATNENT LANDSCAPED REMOVE/REPLACE & GUTTER REMOVE/REPLACE & GUTTER MEDIAN EXIST . PVMT . ME-wewRT EXIST . PVMT . STA 86+79 .49 TO STA 87+99 .49A""" RIV. CO. STD. N0. 91 (MODIFIED Ro" STA 98+53.94 TO STA 101+83. 55 RIV. CO. STD. NO. 91 MODIFIED PER CONDITIONS OF APPROVAL) STA 91+34 .00 TO STA 4+23.61 �X1 t' PER CONDITIONS OF APPROVAL) T . I . = 10.0, R = 11 RIV. CO. STD. NO. 91 MODIFIED R _ _ NOT TO SCALE PER CONDITIONS OF APPROVAL) T. I . = 10.0, R 11 EXIST. PROP. T. I . = 10.0, R = 11 NOT TO SCALE R AW R/W R/W NOT TO SCALE 143 EXIST.WT. sect N �oIVS?. f�� PROP. SECTION EXIST. / VARIES 135'-145' R/W I ' Tb S FROM 12 6� V!►R I fs fA4M 69 �!3 VARIL R N LINE R/W SECTION EXIST . 1 5+.S' t2' 17 TO �3 1 55' 55' 21 ' I LINE R/W 1 i 1 12' 43' I ( VARIES 55' -56 ' VARIES 48. 5' -50. 8' VARIE I I 12' 84' 14' 33' I 12' 58' YARIES VARIES VARIES 86 '-87 ' $'-18' � 14EDIAN 29' 24 -23 31 ' I VARIFe 43' YARISS S ' Z' 48' 41_1 58' I ( I I I US To O' . I 31 5 I 1 VARIES 43.6 ' VARIES I Y 1ESIII SEE DETAIL #1 244 ME DJ AN 8. 3' -25.8 -me _ FR,dM 10 I co 0 �X�ST. BLOCK I VA IES AL ON SHEET 2 VARIES TOP EX ST. 7 t SEE DETAIL #1 3TWN 4 VARIES 5' 1 . 5X_2 V F EADW L ON SHEET 2 TO 21 SEE 5� S /� SHT 17 -13.5 H M h VARIES_- 1 �I r 5� MEANDERING IES �L S PROPOSED EAD SIDEWALK -1 V A MEANDERING EXIST. CU II -c2 � °� & GU EX. PAVEMENT MLEA APED „ li L_ G�4'W spa 6 ME AN f �' URBED E ND SIDEWALK TO REMAIN 1 PROP. 8 CURB ; REMOVE/REPLACE & GUTTER TO�REMAINENT b��Y�NAPED 1 PROP. 8" CURB ��F EXIST. PVMT. EXIST. & GUTTER o fZEMOVE/REPLACE NFN� aRT IRaAP £X, PA�>F T' m CU�g To RF(AV� & GUTTER�-wrpLm-1F -ROAD EXIST. PVMT . STA IO��O STA 06t1�.� .- STA 87+99. 49 TO STA 9+31 .67 MEWPOW ROAD R no,��"l To. W;` OF�� Y1�L _ - Q RIV. CO. STD. NO. 91 MODIFIED . 1 . 1000 R = SOILS R VALUE - 11 PER CONDITIONS OF APPROVAL) STA 94+23.61 TO STA 96+31 .61 NOT TO staf ty T. I . = 10.0, R = 11 RIV. CO. STD. NO. 91 MODIFIED PER LETTER , "PAVEMENT RECOMMENDATIONS, 0 mo ALI NOT TO SCALE PER CONDITIONS OF APPROVAL) PROPOSED NEWPORT ROAD WITHIN THE COUNTRYSIDE rD T . I . = 10.0, R = 11 DEVELOPMENT,NCtT TO SCALE TRACT 33647 MENIFEE AREAAL TOLL FIM RIVERSIDE COUNTY , CALIFORNIA, BY LGC INLAND INC.00-227_260� DATED: APRIL 24 . 2008 ui A300 T LEAST VINO DAYS BEFCM YOU a 0 J C NOTE: SEAL-COUNTY COUNTY OF NYMSIDE SEAL-ENGINEER z WORK CONTAINED WITHIN THESE PLANS P�nNwrNo ■ oEsrow ■ coNeTRucTror� MS 4087 IP �2 SHEET NO. Q VESS/p A �P M '� ROFESS/0FtW BENCI- IARK: ENCROASHALL NCHMENT PERMITOT COMMENCE VANDLORNA �O 0• F p'�! APPROVED 6Y �jr! I M. ��'9!� E ALSQ 2 5 ' ,'Q$S . �w 171a^ 4 40M COUNTY CENTER DRIVE,SUITE 100 fr*GRADING PERMIT HAS BEEN ISSUED. �" s' �i `i' � ■ ■ ■ COUNTY OF RVERS' � � ao a THE PRIVATE ENGINEER SIGNING THESE PLANS IS m No. 45702 w No.69395 C O N S U LT1 N G W6�-6.8042. s�s.7M wwwFSF.,00m SEE SHEET 1 SCHEDULE "E" o` Exp. 12/31/08 STREET IMPROVEMENT PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND 4' �, o: Exp. � o AOCEPTABILTY OF THE DESIGN HEREON. IN THE � >♦ EVENT OF DISCREPANCIES ARISING AFTER COUNTY J, ALA! D. FRENCH DATE: APPROVAL OR DMING CONSTRUCTION, THE PRIVATEt CI Y I� �� `� CIVi� \P PREPARED BY: ANTHONY M. COTTS 69395 D@TA1L iNEET 12 E1G1tl1EE2R SHALL BE RESPONS1131-E DETEf31�iI�INING t" T 0 'lF .QF 1►�.�� "'-"�v Q , gFOF .iFO EXP. DATE: 6-30-08 SHEM a AN ACCEPTABLE SOLUTION AHD REVIEWING THE PLANS MARK BY DATE AP-R. TE � � SCALE: FOR: W.O. COUNTY a RECOMMENDED DATE: DATE: H: 1"=40' V: 1"=4' PA f HOMES FILE NO. � i FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S I G N S COUNTY I - I Orn po�0 N w U�U m N �N o 04 00 EXISTING„ Qo + + _ N TOP OF 8 O o 0 N 7 11N + CURB GUTTER o N _- p ao - - - ( _ to co - - - - - - - .25%Z -0.22� - _ _ (0_21%)L 00 0000 00 00 EX I ST TNG EDGEc`! o 000 r r. - (-0.52%) _ _{_0.0�%)_ - - - - - _(-0_04 _ - - - 0.04X� 00 o-N N OF PAVEMENT e» co 000 - _ _ _ - �-- - - - .� -- + `t _ - _ �- � N 00 06 O � OOCOV - p Oco OIL _ OIL W - 1430 CL- v 0.25% _ + +14- 14- + 8 000 N o o Oo o o -1430 CL. uj - -) - - ( �.22X� - (-0. 16� (-o.21%) 00 + + + N o N o N _ 10 - - -0. 19%) r ... -0.'20%) - 0.03�� (-0. 10%) ± `, '� u�i �0_18%) 00 (-0.20% 00 a W I t`Ftc-,�, N EX I ST I NG EDGE O N A EX I ST I NG F I N I SHED - - - g _ rn o OF PAVEMENT p a, SURFACE 0 STREET o to o O N - LO LO 00 _ o 40 • 0 r- CENTERLINEqw O co O co 00 m O M7 O �t p,M N . � ao _r- ON ON O �l CNIrnr OIL cols co1430 El � I� � CO � + �CD 6w + � + d + � + + � c+ + .31%) (-0.03%) (-0.29%) a-a 0.02% 8 - Oo r 00 00 N ( ) ( 0. 1_5%) 00 (-0. 10%) (-0. 10%) (-0.20%) (-0.20%) t-0.25x) o - 1n0 00 - 100 VC •o PI O 7 +00.00 PORTION OF 1OO VC U cn U� • w V) U • U-1 U = 0 rn� PI A 8 +00 00 PI 83+00.00 - N O O ~ Na ~w NZ ~�MQ r M �-�` m L E0 1 �27.930 w U n > EL = 1427.46 U EL = 1427.06 O O �w O N d'Q O I`�00 I-1— ul(cOO d I�O p ~ �' I- H m U U U O .m .� •tL' NO Oco O O � OO 0u) O O O p _ + oo EXISTING„ N ao>\ aorNn • o -I- • • • O • � . CD . ab . ao pogos&zop o �r o O o o p ~ o+ TOP OF $ N + Z NCI +0 N+Z N + N N 00 h 00 O I� Nn O 11) p O cD p O M1 O O co Ow CEIR NO CURB & GUTTER + '� co. 0�r�'z'� co '� N & GUTTER O cn o �i o ``� ' N • r- �� w c�►� � � I� � 00 � q0 � 00 � + N + N + N + N + N - - -2.25X) - _ _ - -0`22 _ _ - L � r t` � O � O � r ' •- -* T � N � N C + _ 1.51 0. 6% F 00 00 00 00 0O o N � I I -0. s% - -0. 15% -0.20% -0.20% 00 00 -0.26% - _ URB L OUTLET - PROFILE HORIZ: 1"=40' - - - VERT- 1"=4' 73 74 75 76 77 78 PLAN 80 81 82 83 1"-40' CALLE TOMAS EXIST . R/W u U-i u U PER R . 19946 m M ^� m ,� co U)N MB 1 9/79-84 / rnJ�V�41 " N �n7R 1994D t o� �. �; ►- z- NN EXIST . 8" � ao o w_CURB & GUTTER �` �` °' - - 0� o m o _ __ - _- - `� � o CONSTRUCTION NOTES , -o - o� „ � o � - I , EX . 4 GAS LINE SEE -MEDIAN- DETAIL #1 o o O1 CONSTRUCT 0. 54 ' AC W/SEAL GOAT OVER 1 . 75 ' CLASS EX . 6" GAS LINE o ON SHEET 2 1 6 � ~o� � - � II AGGREGATE BASE OR AS REQUIRED BY THE SOILS � r, � w 0 79+35. 15 NEWPORT ROAD - _ �o w 00 ENGINEER - u � _ -SECTION LINE/-� � J o =10+00.00 CALLE TOMAS N L 76+18 . 32 N HISTORIC -r` 0 34 33 w o_m ao ~ O5 CONSTRUCT TYPE "A-8" CURB AND GUTTER (8" C . F .IVERSIDE COUNTY STD. NO 201 - - : 3 r . , W N89 30 50 W ii % / ter. , ;: � � ; CURB ( CF . ) P ER RIVERSIDE z in 6 CONSTRUCT XIST EDGE COUNTY STD . NO . 204 COS UCT TYPE _ OF PAVEMEN _ _ . _ 1 T _ .. _ ESIDEWALKPR - , . , � . . _ � ., . : , . _ - .. . .. ... , . _ ., �. - .r.: .:3 . - , - 2 CONSTRUCT 5 MEANDERING CONCRETE a t En -- _In NO. 404 rn +I •. 4 _ • .. _ T _. CN :r 33 REMOVE A C PAVEMENT g N Q SAWCUT AND REMOVE 1 ' WIDE OF EXISTING AC PAVEMENT EXIST . 8"� m _�_ - tea. - -- - -- - -- w __� .� -- 12 --- -- -- -- - - -- -- --- ----- - - - - + PER DETAIL ON SHEET 2 - - --- u -C)zN - - - 5 - o CURB&GUTTEF� Dwof w w Q = -. a -. w �. o Ir- yr o - - - - w - - - Q PROTECT EXIST . POWER POLE o 00 cQ coca 0LL_ 0 0 0 o +� PROP . R/�W o 0 N • � w w ` o' ' � PER .INSTR . 0 EXIST . R/W cy) � ® ADJUST ELECTRICAL MANHOLE TO GRADE BY OTHERS �' w ._: O . R . /23 19759 43 ADJUST EXIST . TEL . M .H . TO GRADE BY OTHERS d o~ z `n mOld ol� 8T0 4OQ63 .. .._ + o z o ao o'w o_ O.R.0 3/21/2008 + / / O �n o Q 00 n �> _ 00 t` m cD 0 z o M� o ,--, cv + w o t rn p 37 t\ Iw oN o �Q � r-.x 37 + X CL EXIST . 48 SD N rn ® DWGCONSTNOC308URB O�TLET TRANSRT TRANSITION , RFTDBSTD . P of TRACT ir- 0- + + r` w r� m ( RCP , - 0 w w 37 D-LOAD=2000 , MA I NT . BY RCTD , RCP OUTSIDE R . O . W . BOUNDA� w PRIVATELY MAINT . ) o of NEWPORT RHO - w , J j U U QI LINE/CURVE DATA o RT NO BEAR I NG/DELTA LENGTH RADIUS TANGENT NOTE w 1 N 89030 ' 50" W 681 . 98 ' -- -- 8" CURB & GUTTER DIAL,TOLL FREE 2 N 89° 30 ' 50" W 6 74 . 68 ' -- -- MEDIAN w 1-800-227-2600 40 0 40 80 120 3 N 890 3C 55011 W 6 74 . 68 ' -- -- MEDIAN AT LEAST TWO DAYS 4 180°00 ' 00" 21 . 99 ' 7 . 00 ' -- MEDIAN oll BEFCM YOU DIG GRAPHIC SCALE UIIDR-01.0t�D SERVIM AU31T OF SOUIHM CAUFOINA J a NOTE: SEAL-COUNTY SEAL-ENGINEER PLANNING ■ DESIGN ■ CONSTRUCTION WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE BENCHMARK: MS 4087 IP 060020 SHEET NO. Q' SHALL NOT COMMENCE UNTIL AN Q�p F E S S/p�,� TRANSPORTATION DEPARTMENT QROF E SS/�Nq FOR PM 34275 AND CUP 03475 of ENCROACHMENT PERMIT AND/OR A ��0 D• F� `^a� APPROVED BY ��`'�k.�� 1Y M. COT?I e<\ ■ ■ ■ 40810 COUNTY CENTER DRIVE, SUITE 100 SEE ALSO MS#4085 . #4086 . #4171 0 GRADING PERMIT HAS BEEN ISSUED. y �' c Z TEMECULA, CALIFORNIA 92591-4679 SEE SHEET 1 COUNTY OF RIVERSIDE J' THE PRIVATE ENGINEER SIGNING THESE PLANS I S ; No. 45702 w No.69395 m CONSULTING 951.676.8042■ FAX 951.676.7240 www.RBF.com +> » RESPONSIBLE FOR ASSURING THE ACCURACY AND � Exp. 12/31/08 �3 S w ExP 6/30/08 SCHEDULE E o ACCEPTABILTY OF THE DESIGN HEREON. IN THE ,� * * STREET IMPROVEMENT PLAN EVENT OF DISCREPANCIES ARISING AFTER COUNTY sf C(V F� `� ALAN D. FRENCH DATE: P N EW PO RT ROAD APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ,4 .1► � C►�►L � PREPARED BY: ANTHONY M. COTTS 69395 Q ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING lF Eon gTFO�CAI.\FO�� ExP DATE: 6-30-•08 STA 73+00.00 TO STA 83+00.00 12 SHEETS Q OF A� AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE APPR. DATE DATE: s• ti SCALE: FOR: W.O. COUNTY i FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S COUNTY RECOMMENDED DATE: �-t� H: 1"=40' V: 1"=4' PARDEE HOMES FILE NO. I 1 _ O p 0 W p • O p 0 O p4 O 0 O 0 . . O O r'� 0IY N _ O n - ++ p o EXISTING O • - O N Z n P') O o O 00 " - O p Q,- �RB& GUTTER co+ -�N �� N o Oo p 14 - - - -�_ - � - - - -}- - _. - - �=0.25% 0_25%� ---0.27%� - _ ,� 0-23%) ( .2Q% 3 0 0p + rn o � _ _ - - - - - - __ - - o in Oo M o o O - - - - -- - z -0.28 0.20% 0 _L0.24% _ -7425 LT CURB J20 O1425 LT CU; p r. XISIING I ISHED o cDO - - - - - ,�d' 0 N O MN SURFACE STREET 8 o 1* O z � � , + ++ � CENTERLINE ++ o cc°.i O 00 L i . `° o It a J - - - . 0.22%} C.24%)_ (-0.23� 0D (-0. 18% ono ♦O °+°r i O N O `n o`n _ - -0. fi%} (-fl 30� a°'o 0.30% as ii +O + � F�ii (-0.30%) rn N 4 - _ �- - (-0.26� CD.. (-0.32% � �� -1425 CL O � � � � O � � � � ON � � O � Sao ON 1425 'CL; W ' 3 N O c� 00 c0 O c0 cD O 00 p � 0) OIN O N � N O N t+� O c0 0 ,0 0 LO O Cn d- m g� + ¢ � � + + + o � - XISTING EDGE ON -oC3N Oto CVtO oM ot`! a? � orn rrn - nogm-* U) � � cowOF PAVEMENT + � + 04 ON 1'MN 0LO ui � o �n . 6 . . o `° j 00 00 r` + d- + 14 N O 'I ' + M (-0.25%} (-0.22% °° 00 °o rn � 0) � + 1 + o N n N' O N ,� N 0 � 0 0. 14% oo - p + qt + O + - - ( ) _ (-0.23%} (-0,21%) ao aG p V_ T_ T_ + + d• + 1 w _ fSRT i ON OF 100' VC - - 0.24%) - _ _ -(-0.20%) _(-O. S8%)_ -0.41%} 7f m °' 0) ._ °' " � 1425E P - ( 23 } ( 0.22% 0 L = 1427. 100 VC - PI 0 8 +00.00 100 VC oo - �- _ PI 0 +00.00 z U EL - 1 c26.80� v > EL = 1426.48 > U � w U m c3 U � � F- r` � � mom O0 O0 � Wo � m >-� © � � � w - - O -O. M � � p � © p - Oc0 ON OcD ON OIL O OOONr- L0 (0 � � O U ' U'7 000 u) - • Oo • h • r` 0L � � 0 � � � OM NtD+') L0 0) O � � 0 00CV _ • H U o N tD In cD r- C0 O cD N c0 � t00 p cD � c0 1 0 ~ + ' } N '� N ♦ N + N + N ♦IC14 to cotD r` c0 O c0 N c0 � cD + Z N + ♦ N + N Cn O O _ O t�1 O � 0 N o N 17 � M � M � � � � � � � ♦ N ♦ N + N ♦ N ♦ N •� t0 r- � � � ♦ ♦ C`J O � • N O � 0 00 It 00 0p 0p � 00 � 00 � � � � � � � � � c0 � �r00 � � 00 � � � + N O , w 00 0) � O � �`� .H O � O ♦ N + -0. 16% Q. 0.29% -0.22% -0.7 -0.22% CO �0.28% C�Tcf, h�� °' w _ vNi ri - -- - . �s p. -0.20% m -0.20% - 1+42�5 R FRS 1425 RT CURB T 0.20% BUS TURNOUT FL _ U �� _ VDD0g.0SED_ TOP U C- - IU-LJi H H - LiA m �: J J - J - GU TTEF - ) - co.t o O a, r, j II- ti c0 O . . +NN N � J r: CV � NN N N �M� - 0)�tt d• r I, 4 r: - cn�r 54.98 a, - PROFILE 4=13.75 54.98' HORIZ: 1"=40' 4=13.75' -_ VERT: 1"=4' 83 84 85 86 87 88 PLAN, 0 J AVEO 91 92 93 EXIST R/W rnN 1 =� W L� ^ CO IT DE m ~ `�' EXIST R/W I� cb ,- PER TR. 191946 I ►� I i �. - N PER TR. 19946`, \ MB 159/791-84 o `�i �? <c�' ^ � MB 159/79-84 1 � ' TR 1 994D ,t a rye• a _ N _ CONSTRUCTION NOTES - �c GsJ N ----------------------------------------- CU - ---- ------ -- - -- -- --- - O1 CONSTRUCT 0.46' AC W/SEAL COAT OVER 1 .85' CLASS II - --- - - _ - - - - - E BASE OR AS REQUIRED BY THE SOILS J - SSE iEEA&}--f3EA - - -- i -- cn o- --- -- - -- - - -- - -P - - G - - - W �-EXIST. 4 GAS Oz g9+88 .29 NEWPORT ROAC► t PER SS/WATEPLANS ENGINEER U Z ON SHEET 2 6 o - _ __ W „ EXIST. 6 GAS 00 o - --_ P 060020 = O - UTTER ( C.F.) O - - - - - - �o =63+57 . 85 SHER AN ROAD o 5 PER RIVERSIDECOUNTY STD. 201G 8 x; 'S SECTION LINE/ - - --- - - -X wo' G Ox E/- n `-< I•W �- COUNTY STD. NO- 204 444 w o_ _ _ _ 9 u 33 34 H I ST RN CLIN - 9 2s = 6 HISTORIC 1 6, 2 6> 3 2 2,� T v� Q CONSTRUCT TYPE "D" CURB (8" CF.) PER RIVERSIDE Q _ _ 6 _ 17" • :. . _ 4 . , ,. . -, S 8 CONSTRUCT CONCRETER RAMP A A PER � - 18 CURB CASE E gW , . . : ,. .,..,:..> _ _ ..<,_. .. . _ N89 30 50 W 9,.: . �,�- -.� � � - - 5 r _ _ RIV R_ _ 3 : . _ . _ :_ . _; , . _. _.. ,. , . _�� . , , .. E S DE COUNTY STD. N0. 403 v: �'' . , :_ , . . . . {. - _ . n _ . .� STORM D .A : , , _ _ XI T EDG w T DG . a W « _ _ .. _ _ 9, � 4 . CONSTRUCT BUS TURN T PER RIVERSIDE COUNTY STD. _ , - .. . _ ., . _ ____ _ ._ _ - _ � OUT E E SIDE COU S D _ __ STORM DRAT _.. �._s , .. .. _ „ , _ _ r , ::_ x .EWPORT S 0 M m - F PAVE OF AV EN 'S g w _ _ NO. 814 < 0020_ I P 06 AN r x < .. � � �_.. ,- , . �, �. . . .. - .,. F" CONSTRUCT 5 MEANDERING CONCRETE SIDEWALK PER ..-. __ _.. CO C ETE SIDE L E w a z z _ r w I V R I COUNTY T . _ s E S DE COU STD. NO 404 (g REMOVE A.C. PAVEMENT a. - ._.- - _ WIDE OF EXISTING AC PAVEMENT O g «. PER. 1N 23 1975 _ O PER CDETAIL ON REMOVE I2 < Tc0 rn PROP. R1W w w 36 U v rn O PROTECT EXIST. POWER POLE qt o PER INS R. D O U w o PROP. R1W 00 O p c� U U o' U w o _ W O w T w c0 0) o O f- z = PER INS R. o� \ ® ADJUST EXIST. TEL. M.H. TO GRADE BY OTHERS 0 EXIST R/W 2008-0140063 0- m Lj CD ,,� SEE 1MIPR PLANS O ,r) ,°'� PER INSTR. 8759 O.R. 3/21 /2008 0_ = d Ocf) O o O~ a, FOIR SHERMAN ROAD o- _ oo � 0 O O 2008-01 4006 3 N -t m � rn D cn 00 Lf)�n MS #�4171 IP #�070172 w o_ o_ 0zuz0_ ~ o O.R. 3/21 /2008 + �� ® RELOCATE EXISTING SIGN PER SIGNING & STRIPING PLANS co + + O.R. 1 /23/1975 I- Oo �m N O U� r� + �t X O O I� N Ln pj o � 00 m - X DD cQ� o_ o_ Ln � o O - O Z tCj W W N W (n�r- co pp 00 N j I� O� - I� O� - W U U c0 t�CO O O U 0_ O Q Q r7 O�W w CO r''� Ln 00 Ln + + + + + +p O m \ W m 00 00-- 46 w 43 + + c0 w c0 a0 z + O o �� o' U� UJ Ln rrxo ,� r� 3 7 0 o + 3 7 00 m a0 00 00 00 00 W 00 Q m \� N �-Li �L� Lnt 00 WJ N - X M 3 7 co w co 0- ao CZ o I c0 Epp o�Z\ co a0 �� + � o+ X + � + � Z rn w w�N o 37 37 + 0�,� � �- �I�N m � rnw 0) wj rnw + u 43 �z\ rn + d)L() (n�c' LLJ 46 00 a X L`' N NN N �� a' °� 10 o-C- 0 0�5 wo-O �r a_0 c0 - c0 o LINE/CURVE DATA LINE/CURVE DATA 00 w NEWPORT ROAD ®O BEARING/DELTA LENGTH RADIUS TANGENT NOTE NO BEARING/DELTA LENGTH RADIUS TANGENT NOTE 1 N 89 30 50 W 642 . 37 -- -- MEDIAN 11 N 89 30 50 W 88 .33 -- -- 8 CURB & GUTTER o 2 0=180°00 ' 00" 6 . 28 ' 2 . 00 ' -- MEDIAN 12 N 89031 ' 53" E 166 . 02 ' -- -- 8" CURB & GUTTER 3 N 89030 ' 50" W 194 . 12 ' -- -- MEDIAN 13 N 89030 ' 50" W 166 . 00 ' -- -- MEDIAN D ALERT 4 0 09°32 ' 50" 60 . 15 ' 361 . 00 ' 30 . 15 ' MEDIAN 14 N 89 0 30 ' 50" W 99 . 88 ' -- -- MEDIAN w z 5 0 09* 32 ' 50" 60 . 15 ' 361 . 00 ' 30 . 15 ' MEDIAN 15 0 180°00 '00" 6 . 28' 2 . 00 ' -- MEDIAN DIAL TOLL FREE 6 N 89°30 ' 50" W 328 . 55 ' -- -- MEDIAN 16 N 89°30 ' 50" W 193 . 77 ' -- -- MEDIAN 1-800-227-2600 7 -- -- -- -- MEDIAN 17 0=16008 ' 37" 60.58 ' 21.5. 00 ' 30. 49 ' MEDIAN w 40 0 4o ao 11 8 N 89°30 ' 50" W 631 . 66 ' -- -- 8" CURB & GUTTER 18 0=03°23 ' 25» 12 . 72 ' 215 .00' 6 . 36' MEDIAN 0 AT LEAST T%VO DAYS BEFORE ypV pip 9 0 90°00 ' 00" 54 .98 ' 35 . 00 ' 35 . 00 ' 8" CURB & GUTTER GRAPHIC SCALE 10 0 90000 , 00" 54 .98 ' 35 . 00 ' 35 . 00 ' 8" CURB & GUTTER - 0 NOTE' COUNTY OF RIVERSIDE MS 4087 I P 060020 SHEET N0. SEAL-0" Y SEAL-ENGINEER o WORK CONTAINED WITHIN THESE PLANS PLANNING ■ DESIGN ■ CONSTRUCTtQN �oF E s s�o TRANSPORTATION DEPARTJMENT QROF ESS/pOF BENCHMARK: Q SHALL NOT COMMENCE UNTIL AN Q �,� o N FOR PM 34275 AID CUP 03475Ln �° F APPROVED 8Y ��`�` � Y M' �T9�F SEE ALSO MS#4085 #4086 . #4171 <' ENCROACHMENT RAD A PERMITT PERM I T�/OIRSSAD. ,�� a y `�� h �`f' G ■ ■ ■ 40810 COUNTY CENTER DRIVE, SUITE 100 Z TEMECULA, CALIFORNIA s2591-4679 SEE SHEET 1 COUNTY OF RIVERSIDE co ci THE PRIVATE ENGINEER SIGNING THESE PLANS IS W No. 45702 �i� g ENp. 6/3%8 C O N S U L_T I N G 951.676.8042- FAX 951.676.7240 - www.RBF.com SCHEDULE EE "E" o ,� * * S T R E TIE�IrPORT R�A�T PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31 08 J RESPONSIBLE OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY J, 1� ALAN D. FRENCH DATE: � P APPROVAL OR DURING CONSTRUCTION, THE PRIVATE l'f! CI�,� p�� TgTF CI�I� p��\ EXPPREPAATE:RED 86-30-08 ANTHONY M. 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NO. - . ,, f-K---;�-_-- , :7="Iltz;7""', r-- - ,- I T-ri- 7-r I T--/ - 11 -. .I--, ---------5< � == = : -- - _-�= 0 - � - - . 207A (MODIFIED FOR MEANDERING 5 SIDEWALK AS SHOWN ON PLANS) - - - ff - :_-_ - - , -------4" - >� r ---,-�- �-�-� - -r� - -;�-:4-E;� ,115,%x,EL�" - - - -77::3� � S L #1 W 11000UNTY[ ��-�- 7- — — . 6— — —G— ,-�— - — —r-,--4- 1 —F . =f3 MP- - -G=9!N-6HEET=2-:(�&- r,= - -- o- i- - -f--,- r - JEIA� I I -, I - =---r ILN - - — — - .. --- --.- -- - � - - . A ,A- x 14- 0 REMOVE EXISTING TRAFFIC BARRICADE - - - - - - - . .-- - - 1161 93-+43.88 L0 I 1111 I 1 33 34 - - - I A-1�, .- 16 CONSTRUCT 15' WIDE CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. 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I r�z-7�— 11� ,ZF \ / - " -- --- -- . , 1.� .: r .-A I -- ,.-,,�j lrr--.,. 1. - . ... . -.1 - . . - . I .X" .::' " .'.; .. r. - , I , �. � -4 -.... . I ,.,! : . .. .. . . � - - - I - < Z. (--)i -,VE� TR - - - - - . �, TZ�4 - .� ,4 . ,r *1 .t". 0) I.,-. I � * * . - -1-e�;. .-' 12 OZ W-T. - ul--�-- ,s , :t7--7�,_:,� 0 a .C� . ---- 0 .� . . � I I ,, .1 .I.j"r -. 43 ADJUST EXIST . TEL. M.H. TO GRADE BY OTHERS 00 k 7m., T- .R. 1 23 1975.* N . -.— - - — - - ,- -- --.--- r- en U V)< < V) V) bi n - 0 . - - � ��21 9 -i 4k 110 o I I ZCL I ,I- PRO C`14 11 �-� N z W) I to -- F;�- 0) "d-- of Ld .3c . W I �? ED 04 114- 0 < ui � ro A� O' PER INSTR. I 14- .Aj x 10- 0 . 00 uj-------------------� > a_ �- 0 * ' m N 0 v- 0 ----� 0 1 -0,-, 14- r- _j �- z (D m bi 0) + + ;qk �- (A 1 3:w 0- - 0)-,V-, cn '4 114- n 2� -> r- < ,- ..- n - ;:-,_g�------Gol m M a- < T X uj . S +'-- - ,r-- - co r�, P--4 + . 3c: 11�14,N ul) a . me q 0=-Ljj:z . f N 0 N r-� . + Cn m 0- w V)-,-, 00 (n o/,--Z 0 z O.R. / -j + 0 ,1- . . . 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N 89* 31 ' 53" E TER 0 cy) c4j -ENf�l�S _ 0 ", Z(o .. 6t — 29" 13' , ul qt a z do: PRO CT BOUNDARY — =<CL� 0 1 1 g 3c 0 - - N v- �- 0 -- DO - N 10 -- -- a N r', w 8" CUR (A @ I ,q- m- .4-W 0- . 00 - 't<a- Lo Lo ul U-) N . rl- I 04Z " H 0 0 0 -0 . n 2 1 -- -- T I C`14X- 0 %- 06 v- 3 N 89"30 ' 50" W Lo T- 0 n -r N -- -- ;,- �, I I11r- oo N + 4 50" w 97 . 90' MEDIAN in I 5 r- < CA + + + + 0) 0) N -- -- 0 NEWPORT ROA V) V) 10- 0 5 - MEDIAN Ix �- REFER TO PALOMA CHANNEL EXTENSION . 0) 0) 0) 0) 6 12* 13 ' 46" 42 . 21 ' MEDIAN - w I 0 NOTE OVERFLOW FROM C.B. AT 97+16.24 7 130 1 1 '04" 45 . 53 ' MEDIAN DI GA RT FLOWS WEST TO C.B. AT 94+96.00. r—\ 7\1- 3: 1.1 UNDER NEWPORT ROAD. "I 8 -- 91 . 89 -- MEDIAN z . OVERFLOW FROM C.B. AT 94+96.00 1 ...---------a -k �- GOES INTO PALOMA CHANNEL. -I:,. ,11 \11 / .3 Ir 9 1 1 0 47 ' 54" 22 . 21 ' MEDIAN w b, k) -------i 5r ,5r - w DIAL TOLL FREE -7 * lz� . 3r 0� . ,,�K -D . -- -- �- , r, 10 MEDIAN * 800-227-2600 . tK* . -01 , N N * . • I - -------- -- (n . i � 3? 10 - .,-� . . N \� X 1 1 -- 91 . 69 ' -- MEDIAN 40 0 40 80 120 %K 0 . N 11, ,-x. I I I I w N 0 AT LEAST TWO DAYS . . . A . L . LOCAL DEPRESSION DETAIL - NOTE: THIS PLAN x . — --i ,A* cotLl-lkws Tic U.KV) -* a. BEFORE YOU DIG 94+96. 0 0 SUPERSEEDS APPROVED � "I CATCH BA�s j- #1 2 > !--WERGWM SERWM ALERT OF SWIHM CALFORMA 08 - 0 8 -6 - N1 (f - 0-40 :3 SHEET 6 OF 12 -j 'SCALE = 1 =1 O' 0 .-I WiL-COUNTY SM-010111M �� PLANNING 0 DESIGN N CONSTRUCTION 0 NOTE: COUNTY OF RIVERSIDE I MS 4087 IP 060020 SHEET NO. z BENCHMARK: < WOW CONTAINED WITHIN THESE PLANS -j - SHALL 140T COMMENCE UNTIL AN "I agESSIt J- 110 ,,��)FESSI�j FOR PM 34275 AND aP W475 I'll 0 .% U. .- ^. M. (/ WE ALSO MS#MM,#40W ,#-4171 0 ENMACHMENT PERMIT AND/OR A APPROVED BY r 413- - 40M COUNTY CB4TM MW,WM= • < e- lu 11� GRADIM PERMIT HAS BEEN ISSUED. - " �a G` m 0 m TBEC", CALFOFHA 92MI-46N SEE SHEET 1 COUNTY OF RIVERSIDE 6A Go THE PRIVATE ENGINEER SIGNING THESE PLANS IS 1w. 45702 % 0 No.69395 COP4SULTING M676AW- FAX M67&7240 - wwwFW.corn - - r- uj m SCHEDULE "E" RESPONSIBLE FOR ASSURING THE ACCURACY AND Z.,190 oc w Exp.6/�o/j o 8 ; a" ) STREET IMPROVEMENT PLAN 17; ACCEPTABILTY OF THE DESIGN HEREON. IN THE 1 49 * ALM,' D. FRENCH DATE: * EVENT OF DISCREPANCIES ARISING AFTER COUNTY I 4P NEWPOPff ROM .7- 4 , 41 - I - -I i , , , � - - �-- - , I I ? ! T ; I ! i I I : I I i i --T- I i -4- - i I I -T ---.� 11 4--� - , i I I , I I [ t � ! I I , I I I It I - I 0 - 0 1 Im I - - - I I l - - I I � , , . I-- I F .4� I L - ,$" W T-- I I j - 57 - 4-� - - i .1"t--- --- , - I 'r-In -i r - �- L4 . i--� I 0 I m- -%r 1- -* x [----. I I 1 -4- -+- lrj�-t i i , 4 , T -- � r D I I - - � z 4---d � . - - I I Arkc, 0 I- I I P� - --- I i! ! - r--- I - 1% 7 - I �-- F� 11 - I I i I - I !, I -- �I - ilaw I ;c� i i- i I T - I L I - - 7,7 � ��C-1 . I I *- I •- I I I I . - E -� -----i-- I I I + I . ,��- - - ji . I � I I � to e Lt% I A4 6;ho -- --i % L+ I Arl---: I I I-�, -1 F L�, - I ' 41 r 1 1 T--T- I I I i, I: I i I --- I I � I I ! � i i � I I I , -+ [- --1,,-_-_--f i I i---I-.-- i 9 I /%rID E I APPROVAL OR MING CONSTRUCTION. THE PRIVATE A I CIVIV N. CIVI PREPARED BY: ANTHONY M. COTTS 69395 12 �- EXP. I STA 93+00.00 TO STA 101+00.00 OF 9*:ETS "" -30-10 1 . < ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING '\13BF12 HE i qc=gp--- /s Y cw ,6 1 cc--2��7 OF in /1 d% Ivo OF C Cpvk� FOft. W.O. COUNTY 0.- ---�� ,J!�L 1/ ( SCALE: 0 "I � AN AC017TA&E SOLUTION AM REVIEWING THE PLANS NW-1 BY I DATE R E V I S I 0 N S WR.I DATE - . DATE: - ..&!NL DATE: ZA/At - H: 1'=40' ------ V. 1*=4 — I PARDEE HOMES I I F" NO. 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I I 4--l'. __ !- , I I ! ; 1 � I I I I , VERT: 1"=41 1 5 ; ; I i ; - : i I I ! i ; 1 1 1 1 1 1 ; I I 1 ! I � - i - - i i � ; ! I . � I � i ; 1 1 ! i I 1 I I I I I i I I I i i ! 1 1 i i i ! I - - I . i ! : ! I I I I I i I 1 - I I 101 102 103 104 105 106 PLAN 108 109 110 111 CONSTRUCTION NOTES .-�- ..- - 14^%)%-I 10 AV cr_ . - I*-4W 1 , �O1 CONSTRUCT 0.55' HMA OVER 1 .75' CLASS II AGGREGATE BASE HE SOILS ENGINEER x 11 m Q5 CONSTRUCT TYPE A-8" CURB AND GUTTER (8" C.F . ) PER 'p � \ 38' - 38' Z' � \. � . _� - - P 187 4 v-- \ 117 PER PMB 1 ::::�_ \ ( / RIVERSIDE COUNTY STD. NO 201 . __- �1�_ I 4 14- - - 1.1- © CONSTRUCT TYPE D" CURB (8" CF. ) PER RIVERSIDE COUNTY I 00c) / . I - /1. \ 14- \ \ I- L LLLf � 1. -'/'�'�o_ I � ��_ 7:�_-�- �_ - - A�" . + / P + � \ � - 1__/ - '��_-- I _'/__'�_� _� �:��-------- -- - STD. NO. 204 w ---- 1211- I __ ______ - ::_�_ _ - n - _'_�__ - - : - 11 T_ (- 6-' / , f 4. 11 -I -I-,/,--,--,- �_� _ - 0 I-,---- I - - : � : z ''I - � :::::=::� �_! I wr�_ _ � ______ n-.,7-, =======_- '' - - ��';�_��_ - - - LO I-Ld / . I /,I- !�p z�_ _ � _::��__ I - --------� I I _��' I- - _5: !- ;_.�_� - ��' - 00 ® CONSTRUCT CONCRETE CURB RAMP, CASE A, PER RIVERSIDE - - (0, . \ __ �_� ::� - I _� �_ I - � - - - I I 11 - - -11 ! -1 I: I . -1 ZZ7-_��- 1: �, S2Z7��, 7K__' -_F'7-�t --i .--,L------ 1 Q�5+03.5 ! - N�7 - \ i - - ____=:. __7 �_ - - COUNTY STD NO 4 -t--�;-_-rA'1';2f ,(Zp.p. T - ___ - - - F CONST. __ • - � - - ;7- !-v=mwqr __ __0 - - - _�_7 - 1/ ! 1@2 CONSTRUCT 5' MEANDERING CONCRETE SIDEWALK PER RIVERSIDE 0 - - - RIGHT-OF-WAY 0 1 / /L-1 I i ,J F='-- z 0 �-�ET 2 1 6 3 34 . L0 - __� � J6IN EX. � \ ./\ .11 z 00 ft CURB r - - G_ I --G-/" - CPRB TER - - -6-4- _Z_ _/ - - - - K-fr-,. ' __U, u- _ _ _ _ _G_ - G_ - - _.- - G __ _ G_ - _" �.I ,tQ _1�1-0-1"fflRT_RMD_ _tzi- G- - -u- - ___' C� - ::-/ - - w � LL_ - - , x 115 4111HAIUN ROAD I I 2- I - - - - - N111_' _/ - / 4-) .// . . - � .- ';�L __ �:2_ - - - 11�1' - - - - WALK (4" AC OVER "' - * - - - __ __ ____ - - - - 1�c / / 3 5 r_ . ,,-f U6 - - - - -1_ 34 6 10 I - . / / - =7 // I/ COMP. FILL) ZO '01 - - _ -] -G- G_ _ _ - _1ZG- - �_G_ o _i 'DI 10 f/-KCTION LINE/ - -G 6 _G_ - -cl _G_ - 0 - -6 _'."'�/ 3 - - � 1 39 Ci /��G - - ];;�' . - . / - --' � 3 '-� i [ m - I/ . _7� It ___/ - __ -/ �_ _7_____ 4 HISTORIC Q REMOVE EXISTING PAVEMENT . . [��_19 mlt�' I - - \ 11 r,(_� �1 = I,- - 1�. .1 I I 1� t _ _� -1 �' // L_ - c .' , -, (g SAWCUT AND REMOVE MIN. 1 ' WIDE OF EXISTING AC PAVEMENT __ � - 1, --TT\4, - ---'-,U cu) \ N \ ---*.-, \ _'q1_!\_� ____%_-�' . \ \ . . -\ \ --T7v-,\ 7`�'_ - JL- . COWT. 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L/ -1 -1 < -_ -_ - w FA / / / / I ,A\ - 7 - w Ill - t- I Z1, -i- . `7_11��_ rF----r=v=j Fi rx -IFAI FX x I I MEDIAN I— DIAL TOLL FREE 8 1 .00 , 2 . 98 ' 12 . 69 ' (A .11 800-227-2600 NEWPORT ROAD *UW- DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERTATION9 THE CONTRACTOR SHALL, AT 9 N81028 ' 54"E 73 . 46 ' -_ MEDIAN I w 40 0 40 80 120 HIS OWN EXPENSE, REPAIR OR REPLACE DAMAGE FACILITIES PROMPTLY IN ACCORDANCE 0 . . * 10 1 09-03 ' 12" 4 6 . 32 ' 3. 17 ' MEDIA w AT LEAST TWO DAYS =01� WITH STATE SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE REPRESENTATIVE. NOTE: THIS PLAN 0- ..1-1 ia!n SUPERSEEDS APPROVED C AvMAA S 'tSt M 37 4 m BEFORE YOU DIG v > GRAPHIC SCALESHEET 7 OF 12 08 - C) 8 -6 - MC- 0/493 _j . 5:11 UNDBOMM SONCE AUN OF SOU"RM CMFOOM 0 SEAL-COLONN sm-imalmn PLANNING N DESIGN 8 CONSTRUCTION MS 4087 IP 060020 SHEET NO. z. I COUNTY OF RIVERSIDE BENCHMARK. i '__� NOTE: 1111 I EU/, FOR Pm 34275 AND CLP 0475 0 lo,lo, WOW WffAINED WITHIN THESE PLANS lo, ji�fESSI TRANSPORTATION DEPARTMENT 0 SHALL NOT COMMUCE UNTIL AN 10 w ,we U. 40M COMM CEiNTER MM, WTE 100 SEE ALSO MS#40W,#4086 ,,#-4171 < 4 APPROVED BY 51, DMACK0,1T PERMIT AND/OR A 0- COUNTY OF RIVERSIDE 7A 00 co TEMECULA,CAUFOFHA 92WF46n 1� 'p. - � - GRADING PERMIT HAS BEEN ISSUED. " � 49 t4mem CONSULTING M676AM- FAX 9%676.7240 a wwwFW.com SCHEDULE "E" - 1w. 5702 A a THE PRIVATE ENGINEER SIGNING THESE PLANS IS so Z.1.q.0 ccGA00 STREET IMPROVEMENT PLAN 17i RESPONSIBLE FOR ASSURING THE ACCURACY AM I ; * * * MWIPORT ROAD 7- '___t'_____r'''1''''''__ - ;. + I i i 1, '''''-i I' '� �_* - 'I-i, - I__' -- F- - ;0 __ V) 1* I T � I ' I I 7 I � i I I i � 4 1 1 __ d-4--4-- I I i I - r_-.l,,,,. 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CONST . w 12 12 o v c� o_ w � 12 LLi I- U o U U D U U o W0 W W U f- U U CL U U cO r") r-) m 00 r") 00 0100 co00 m ccI� ♦- U 00 O� C� 001 17 1 f- ROW - `v- N- - 00 - __ROW - ROW - - - - ROW ROW- -- -- -- 00 °° -00- - - ROW - ROW oo __oo -- ROW ROW Tl_ __ ROW N �o I -C�l -N N - tf) _. - 00 00 71% T I N l f cv f N I �. I N - - -- -- ---- - - -- - -- --- - - -- --- -1, ! -- -i __ - - , _ i ROW ROW �— 1. _ ! �- - ---- _ 1428 %3 67 ) 1428 1428 i �,� { 1428 1428 �- 4%, �- ° i 1428 1428 y ° �',1y - - - -- 1428 1428 - - - . - -- �?_ N g/) Op! 14l - - - 1428 1428 _ 1428 r C1,7 C1,8 4/� 2, C-216%) p ° c2',1 2 22 ) I p°� -21�s� o' I 1__ - -- - - I - -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 + + + + -� 1424 I L 76 25 77 50 78 75 80 00 81 25 1424 -60 -40 -20 0 20 40 60 80 F-I CONST . CONST . CONST . CONST , 8 2 + 5 0 `-' Q 12 12 ' 12 �CONST . CONST . '� 12 12 ' o w Fu U o u U o ru 2 C) w w U U o ou w U U c 1 o I N 0o �n u7 cv o w w o f- xl 1 I 1 ~ 00 I r 1 'n U w �n 0o U 00 m 0) I ao I oc d ROW 0o ROW i0w C N N _ _ ROW ROW -.00 - - ROW _ ROW - _ --� 00_ 00Ln ROW ROW oo C° -� ,n ROW I I o' L I00 00 N --- -1, ' -- . 1,73%:_ C- i _ _ - '. 9% r- �- �_ 1,58%. - �- - N ROW N ROW �I 00 N 00 1 81_ _ - _ �.D - - - u _ - - __ 1428 i C1� tj �9'�) 1428 1428 .78✓) �,� E c�1Q%) 1428 1428 i 1 �,£ 4f �-2.0 ° 8%� 1428 1428 p 1428 1428 r - 2.�6% 1428 1428 i81% . 1428 /I Cl C1;84�) 0%j _- p9�) 2, C-215�j 2 �o C am, 2,3p/ C- ' o -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 76 + 17 , 43 77 + 25 78 + 50 79 + 75 81 + 00 82 + 25 3:1 PROFILE �I HORIZ: 1"=40' VERT: 1"=4' cn ALERT PLAN y 1 =40 c DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS J BEFORE YOU M 0 z� t�DBil iOl�D E NCE A M OF 801Al*1 cmj:c I m J NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER PLANNING ■ DESIGN ■ CONSTRUCTION WORK CONTAINED WITHIN THESE PLANS BENCHMARK: MS 4087 IP 060020 SHEET NO. SHALL NOT COMMENCE UNTIL AN Q�,O f E S S/p�,� TRANSPORTATION DEPARTMENT QROf Essi� FOR PM 34275 AND CUP 03475 00 ENCROACHMENT PERMIT AND/OR A h��0 ' F� �'� PPROVED BY �� NN �sell ■ ■ ■ 40M COUNTY CENTER DRIVE, SUITE too SEE ALSO MS 4OSrJ . 4056 . 4 7 GRADING PERMIT HAS BEEN ISSUED. � _ � TEMECULA, CALIFor�MA 92591-4679 COUNTY OF RIVERSIDE $ a THE PRIVATE ENGINEER SIGNING THESE PLANS I S No. 45702 a o•69395 �rm CONSULTING 951.676.8042• FAX 951.676.7240 • www.RBF.com SCHEDULE "E" `n CCEPTAB IRESPONSI�LTYFOR OF THEURING DES I GNHHEREONRAC IN ATHE 04 Ex p. 12/31/08 r S-1 2 3 Q * p•6�3q/b8 EVENT OF DISCREPANCIES ARISING AFTER COUNTY �� Cl V,` ALAN D. fRENCH OATS: N1 PORT R>�AD GR SECTfVNS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ,� �� `�,7 CIVIC ��P PREPARED BY: ANTHONY M. COTTS 69395 STA 76+17.43 TO STA 83+25.00 12 SHEETS a ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING tF OF C A`�E� _ Z� o F OF tJ►Lf�� EXP 0 TE: 6-30- a ~�y ! I�'/-e SCALE: FOR: W.O. COUNTY AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS h1ARIC BY DATE APPR. DATE d DATE: P A R D E E HOMES FILE NO. FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S Can. RECOMMENDED DATE: H: V: 12 ' VJ ' CONST . CONST . Iii � �ru 2 ' � � 12 ' � 12 , � � CONST . 12 12 U ^~ 0 U a- U U ^ W O U U ^ ^ c9 I w cc CDM I n U w ~ ~ L J L � U N N N Lnn `o � NI N rnl NI Q0 I� ROW- N N N W._ ROW cc N � ROW ROW Ln ROW 1428 _ - - t - ROW 1428 1428�W _� N ROW ROW ROW - _ 1428 1428 - - - - -- � 1428 N N N N 1428 1428 11II 1428 1428 <v 1 1I 2.16y 1 21 v Ln � I I LnLn <-2.0 2•5a� C- - . 2�9 - 1'90 --- -- N ROW _- - N ROW c2 ) C2 A5 t•� 1�) 2•i - - - - _ p!=�� 1 — c255%) 6g/) — I 2) • C-1,64%j3 � c2 � 1424 _ - - _ I 1424 1424 I I 1424 1424 - 1424 1424 - - - -_ I 1424 1424 -I - - - - -- - 1424 1424 - - _ _ 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 � 8 4 5 0 8 5 7 5 8 7 0 0 8 8 2 5 8 9 5 0 -60 -40 -20 0 20 40 60 80 CONST . CONST . CONST . CONST . CONST . 12 12 12 12 12 CONST . U U ^ Is F- O � F- U U a- U 12 ' W O �- F— O U f— U ^ N10 1 � ,� N 1 N w I m u W 1 0� ~ �� 0) �I� c� U L`' 0 I U ow _ N cD N N Ln � � � 000 � ~ 0 M I I�� ROW Q0 ROW _ ROW N � ROW - ROW - -- N `v N ROW ROW- - c� N N _ 0 ROW ROW C° _ - `n ROW _ O `° cfl cfl 1428 -- 1428 1428 - 1428 1428 1428 1428 N 1428 1428 - -� - 1428cN N _ ( � � � ---V �4J� 2,3A/d -2.31 ) �. �2 4� -2-191 2.00/ I 1 2.5 C-2"21 ' r2, g N In 3 C- _ 8f 1 l Q8i '1, ROW N ROW - 3 - - - - - - - - - - - -- -- s)-- - - - - Q - - _ - - - - - �2 I �C •3 a 1 c25 ? -0� � i i "� �^55 2• C 2;0 ,3�t C-1.66i) — r �23 c2.35 I �c2.32/.) 1.68iri 1424 a _ _ - _ _ - _- - 1424 1424 - - - - _ _ - - - 1 - 1424 1424 I - - - 1424 1424 _ 1 1424 1424 a _- 1424 1424 �� 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 + + + 84 + 25 85 + 50 86 75 88 00 89 25 -60 -40 -20 0 20 40 60 80 CONST . CONST . CONST . CONST . CONST . 90 + 50 ^ 12 12 12 12 CONST . o ~ ~ o � � 0 U U U ^ ILE 12 ' 00 If) U W U L.Lj ~ ~ O�� EL U u ^ 010 10 01°�° I �lo I W�ncn NI U oW� cfll U CC) 00 O �nco ROW - Q0 -ROW- - ROW N "t - ROW ROW - - - `N° cv __ - - -ROW- - ROW �N N - - _ _ -ROW- ROW-_ _ -_ - 00 - ROW -- �_ �- 1428 1428 1428 _ 1428 1428 - 1428 1428 c�� - - 1428 1428(N LoN 1428 op t cN N N 0 34% C- 2p� �, '2,18 -212' - - . N 2 2.04i i I �2�5 C- iLn _ - --- --� -- - -- � _ � - - '`-' 3r - -- ROW O 5 2 1 74/) z 13% C-L 74 j I ( - - _____ -_ ____ . -. - _ _�__ _ _ - _ _ _ - _ _L_ __ 14 4 -� _- -- ---_ - - - - __ _ ---- - - -� __ _ 1424 1424 _` - _ __ _ _ 1424 1424 I - - - - � ,_- - 1424 1424 ' I _ _ - - 1424 1424 1424 1424 2 1424 -60 -40� -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 84 + 00 85 + 25 86 + 50 87 + 75 89 + 00 90 + 25 CONST . CONST . CONST . CONST . CONST . _ - ' � 12 ' 12 ' 12 ' 12 ' CONST . 7 �, U '� ^ 12 0 O U U a U U U ^ W W ~ 0 f— O U F- a-UU '` ^ �I I ~ 01. I ~ QOIL I L � I 1� oln �1 U Wo � U)co co rl- Ln a � I M N N N o CD N N N N I� cD N i � N cD I� ROW ROW cfl N ROW W R W ROW ROW RO ROW - --_- - - -- - __ _ _ ROW ROW 0 - - _ � � -. ___ _. - - _ _. c.[1 __- _ cQ__ - - - _ - -_ '_ -- - - � 1428 -- - c� 1428 1428 -- N 1428 1428 -� cfl 1428 1428 d 1428 1428 N� 1428 1428 Ln N 1428 i N 2 5% 3S% `t .� -2 N `n i.; a 3 c-3 I i 34% C_ 2�'% % '212r _21 1 N dN of ;35Y)0 6%) 1 �. 2 2.12� i 1 2.45 C-2 I i Q`/a C_ 5i • 1.97. _ C _ .-_�. _ _ � - - � � - C2•�S .� �� 2,5a/•� 1�� _ -� i i � � �� 2 1.82�) -- f. --�2•'13•� C-11�6�- ,- l N C2.35 C213/) �) I I 1424 �_ _:_ __ _ __� __ - -_ - - -{- 1424 1424 l -_ - - - _ - -_ 1424 1424 1424 1424 1424 1424 1424 1424 _ _ _ _ 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 83 + 75 85 + 00 86 + 25 87 + 50 88 + 75 90 + 00 CONST . CONST . CONST . CONST . CONST . 12 , 12 ' 12 12 ' 12 CONST . q' CL U U ^ ^ ^ _ 12 , � OW H O I— H CL a U U a_ U U ^ W 0 O a-U� N FU- O f� U L� L,J ~ ~ O F- d(Li--) I NIA I oo NI -CC) 00 co I1 a� 1� U W 1 U wd N ROW ROW ROW N � ROW oo ROW_ _ - N ROW- ROW. `N �' - `V___- ROW ROW - . '�N - - 0-) __ROW rlq °° N - __ - - - - _ - r - -- - 1428 1428 1428 1428 cv 1428 1428 -- - N 1428 1428 1428 1428 ?34% 1428 1428 _ ' 4% 5! N 213e • N N CI . . _ �O d _ N 2.2 35 ) %� 2 20 — t- - 2 A- C_ 01' -. �_ - 5Ql. �` `� • . 41i _ c C2 - - - - - -- - c2-:�4 _ -- - _ - 5¢� ) 2, 2. 0> 54/. C-1 gg. 4� I - I -- -1_ - - - - -- 1 c -_ - - - - - c - - - - -1- _ _- - - -1 - 1424 - _ - 1424 1424 - 1424 1424 1424 1424 - - 1424 �I 1424 1424 1424 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 z� 83 + 50 84 + 75 86 + 00 PROFILE 87 + 25 88 + 50 89 + 75 HORIZ: 1 =40 VERT: 1"=4' cr DiG A� RT PLANLL 1 =40 m' DIAL,TOLL FREE 1-800-227-2600 AT LEAST r*VO DAYS BEFORE YOU DICE z Q� UIID9 Ol�D BENICE ALHIT OF BOUMMI CA FOINA SEAL COUNTY COUNTY RI�/Gf�J1DE SEAL-ENGINEER PLANNING ■ DESIGN ■ CONSTRUCTION S NOTE: MS 4087 I P 060020 SHEET N0. WORK CONTAINED WITHIN THESE PLANS p F E S S/p pF ESS/ BENCHMARK: FOR PM 34275 AND CUP 03475 SHALL NOT COIIENCE UNT IL AN Q� �,, TRANSPORTATION DEPARTMENT oe� ENCROACHMENT PERM I T AND/OR A ��a 0 F l APPROVED BY �a' M.�� 40M COUNTY CENTER [)RIVE, SUITE too SEE ALSO MS 4085 , 4086 , 4171 ' GRADING PERMIT HAS BEEN ISSUED. '�� a, � TEMECULA, CALIFORNIA 92591-4679 COUNTY OF RIVERSIDE 9 THE PRIVATE ENGINEER SIGNING THESE PLANS Is No. 45702 ENo.69395 CONSULTING 951.676.8042■ FAX 951.676.7240 - www.RBF.com SCHEDULE "E" RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/08 swz? woo P ACCEPTAB I LTY OF THE DESIGN HEREON. IN THEECTIONS / EVENT OF DISCREPANCIES ARISING AFTER COUNTY J f �,I a t ALAN D. FRENCH DATE: N H APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ,� ��1 �q CIVIC ate? PREPARED BY. M11IONY M. COTTS 69395 STA 83+50.00 TO STA 90+75.00 OF 12 SHEETS c ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING tF OF C A��E� eA �A� a� �;OF �FO� EXP DATE: 6-30-08 a SCALE: FOR: W.O. COUNTY AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE APPR. DATE RECOMMENDED DATE: DATE: H: V. PARDEE HOMES FILE NO. FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S I O N S COUNTY CONST . CD I` CONST . 12' U w � , � CONST . CONST . o O Ico I N CONST . 12 12 q w U N ~ q q 12 — N L 12 a ,� I Lo 1 ROW- - c`n`� - `�' ROW w - - U I IM o ~ I I o, ~ I N u ROW N ROW 1 -1,91/ 0-) 1� u co Ln N co N Ln NI r� N �_ N 1424 1 }� {235� C-lgBY� 1 1424 co N � N f� � I� 1 (`J� 1 .7 r� � Ln Ln N � N N N 3 W N ROW ROW �`-� ROW R ROW ROW 1 ROW ROW OW -- -_ - - - - - t_ _ _ - -- - - - - _ _ - _ 1. �- t N � -- - N � d- � 1424 - � . 5 1,82f} 1424 d.. - . -60 -40 -20 0 20 40 60 80 N J i C1 � j��2'25'% �-1.�9�;) � � -1,5g% -1,55% � � �-9q%) -1,93, C .25 _ - i 1 ' _�) - C-1.41%)- - - - _ . -) - ``� 1 1 1 1 ? <- 1424 i- _ - ``I 1424 1424 1 E2r1C� _ \ 1 1424 1424 1 i{ � f C ,4fj%� \ 1 ` 1424 1 ' -i - - 9 6 + 7 5 1424 i2 / 1 8.6 y) . ... / f 1424 - l 1420 I __ - _ : - - - l - 142o CONST . -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 q -60 -40 -20 0 20 40 60 80 92 + 00 93 + 25 94 + 50 _l_ - _ - _ - - - l- - 12 ' 9 8 + 0 0 -60 -40 -20 0 20 40 60 80 U u CONST . CONST . CONST . 9 N + 5 O u u CONST . � 12� I Ioo N 12 CONST . Row Ln N N Row 12 O �' t - - N - - - _ a, � F- c_, -1,8 � O n I I O 031 1 00 I c c� 1 ll 4! o Ln I 10 u Q0 o O Q0 N N I I ~ ~ U 1424 , L f C2 �5%� <-1 6g/�� 1424 Ln Ln N N Ln Ln 00 00 N �n cD � C� �t N N O �n O ROW _ '� ROW ROW - ROW _ ROW_--o - - -N N - - - _ROW �° I I N I ROW - `� ROW o c 2` l° -19p.° - -1.6 ROW N N ROW -60 -40 -20 0 20 40 60 80 d _ N C-1,54%) 5% --_- _ _ � � - °93Y i- C2 29 _.: _ -�I 1 6°1} �-1,42%) _ <' 1. _ °_ 1 _: l N 1 1 !' C194 1424 __ ___ 1 1424 1424 -{21 1 1424 1424 iB1d. 5�� 1 1424 I I 9 + 5 0 1424 1 Agf Q-1,$� ) f 1424 i C2 t 1 `1 -1,66% C2 T 1424 t-.I f} 1,$77°) _ - - 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 I CONST . -60 -40 -20 0 20 40 60 80 91 + 75 93 + 00 94 + 25 � / 12 97 + 75 1420 _� __ _-. _ -- - � - -- 1420 u � CONST . CONST . CONST . -60 -40 -20 0 20 40 60 80 L) CONST . 12 ' q q q � 12� q12, 95 + 25 r I IN q q _ Ln °N' 12 ' o ~ w c� c� CONST . ROW - -- - -_ - - ROW - -- w U U F- 1 _ � � 8% � I lcfl N o I r" � ~ I �- 12' f �- - � 1.7 - - 14 2 4 — I I — u N � rn N 1424 1 - t2 . 8%j / 1 d NLn 00 Ln N N Ln Ln CO I J Ln Ln N ROW - - - `n ROW ROW N ROW-- ROW - - N N _ ROW l - - - _- - ROW- - - -N ---- N- `�_. ROW -_ T ] I IN -60 -40 -20 0 20 40 60 80 N 9 I � l°)y22 t-1,58 �) — '1,72✓ 1,,59� Ln -19 p 1 2,1 C-1,42%> 1 1 - - C-1 - - _ ROW N cv ROW 1- _ 4/.) 1424 - - _ __ --- _ -_ 1424 1424 C - - -- - -- - _ 1424 1424 - �11. 31/3 1424 __ + 1424 t�- f1.` -- 1; - - --- 1424 1 1 �1 1 {� N 96 25 1 mil, I I I I 1_16 . I 1424 1 �1 42 f} 1,7}�} f 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 D 20 40 60 80 1 ! — CONST . -60 -40 -20 0 20 40 60 80 91 + 50 92 + 75 94 + 00 + 12 ' 97 + 50 _ CONST . CONST . CONST . 1 ) ` 1 O � ~ 12 ' (� (� 1420 _ _ _ _- ____. __ _ r_ .___ . _ 1420 . CD 1 IN CONST . 12 12' ' I / 1 N 12 wo t Ln Ln c� '� I - 1 __ ROW - - - -- - N ROW F- a U U -_ _ _._._ _- _ ____ _ ._._-__ -_ - _- --__ _ - N Lo 00 w ~ ~ U U F- F Ln I I N I o 100 ~ Ln l I ao �- / 1 1 -1.79% I I c� E co� N 1416 } _. - - -t... 1416 1424 i - C2 � - 1: ) -1 - 1424 N � G Ln �n cfl 0 N N �n Ln �t N Ln N ROW N ROW ROW ROW ROW__ -- N - - N-- -- ROW _ _ l ROW N N N- ROW 900-1,90,E � �. -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 1 ` 2' ° 1, ° -1 i 3A/ l 9% 1 1 16 1,58� -1.96y 2 ° 1,7 _ 1, `/. 5 95 + 00 1 - �_ � 9 � 1424 ._�_ _ 1424 1424 1- - {2 - -- - - - �� 1424 1424 -- y �t3 a1N- 1424 9 + 0 0 1424 _ C1.` ' 1.�3% _ t 1424 II c2 — CONST . 1 q CONST . ( - - 1 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 U U q 12 ' -60 -40 -20 0 20 40 60 80 91 + 25 92 + 50 93 + 75 m N 97 + 25 1 1ul Q CONST . CONST . CONST . �' ~ ~ u CONST . 12 ' OW _ ROW NQo s N N 12 12 ' u '� �— n Ln U � o I g1%) -1,46y ROW- N ROW � w ~ ~ O �U c� c� 1424 I� 1 2° C2 -}59%)\ 1 - - 1424 - - - -- - - - --I X T N i U U 00 I� N �I ~ ~ U 1 1 1 -1-807 — r QD N coN N I Ln I I N / 142 4 1 �'/`) -1.771) _ 1424 N I 1 o N N N N Ln Ln 1 1 I r I N O 00 ROW - - N ROW ROW - - - - -- ROW ROW - - . ._ - �r -- ROW 1- . - - 1 1 /. 1 . ROW It N N N ROW -192% - N 1420 { / 1420 1 � j 22 ' G_ f 1,57• Q i E2.3 \ 1.43%> 1 1 %) -1, 9% �_ 1 _ __ - 1 I _ -) 1 5•• o 1424 - __ `� 1424 1424 1 E •31 1424 1424 1 C2;16 .)�.� ` 1424 - - 1420 - - } 1420 1424 1 �_- Cf g�/) C-14.°� i 1424 - - - --- - - -1 - - - -- - _ -� -- l _ I _- - 1416 - 1416 � -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 w z 91 + 00 92 + 25 93 + 50 94 + 75 95 + 75 97 + 00 w w DiG PERT PROFILE > 0 DIAL TOLL FREE HORIZ: VERT- 1"=4' 1-800-227-2600 PLAN o AT LEAST TWO DAYS 1"=40' o BEFOFIE YOU DIG z Q LBDB-BFKK t8�8BWICE ALERT OF 800* 1 CAiF0i1NA NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER WOK CONTAINED WITHIN THESE PLANS PLANNING ■ DESIGN ■ CONSTRUCTION �OFESS/p A N DEPARTMENT Q�oFEssi BENCHMARK: MS 4087 IP 060020 SHEET NO. Q SHALL NOT COMMENCE LNVT IL AN o Q o �,�� TRANSPORT TIO ��o SEES ALSO PM 4275 AND CUP MS408408603475 17100 ENCROACHMENT PERMIT AND/OR A �� `�� PPROVEO 8Y � �� s 40M COUNTY CENTER DRIVE, SUrrE 10o COUNTY O� RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. TEMECULA, CALIFOFM/A 92591-4679 10 a THE PRIVATE ENGINEER SIGNING THESE PLANS I S No. 45702 SmA23 08 w NP•sg '��^ CONSULTING 951.676.8042• FAX 951.676.7240 ■ www.RBF.com SCHEDULE "E" jRESPONSIBLE FOR ASSURING THE ACCURACY AND c Exp. 12/31/08 '� 's DI �, e Q ACCEPTAB I LTY OF THE DESIGN HEREON. IN THE -0c * * N #� gicT EVENT OF SCREPANCIES ARISING AFTER COUNTY Jf /�,` � ALAN D. FRENCH DATE: � APPROVAL D DURING CONSTRUCTION, THE PRIVATE ,� � ,� CIV\\- ��P PREPARED BY: ANTHONY M. COTTS 69395 STA 91 +00.00 TO STA 98+00.00 OF 12 SHEETS o ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING lF OF C kl\u- - Z (7 OF \�� EXP DATE: 6-30-OS �1�" SCALE: FOR: W.O. COUNTY AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MAW BY DATE APPR. DATE RECOMMENDED DATE: DATE: � H: V: PARDEE HOMES FILE NO. FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S I O N S CriYTY goomw I PROFILE HORIz: 1»=40' CONST . VERT: 1»=4' 12' PLAN 1»=40# v, U) CONST . w w w N I � 12' of N U CONST . 1428�W N 1428 'n ~ 12 w CONST . CONST . CONST . `� N Ln 12' i. 1% c 2. - 1428 N N 1428 w 12 U U 12 � � C bX � 2• Q% " " � c_ -3 _` � 1 �- � U ROW U U �- �- 1424 1424 .� _ 1 1 1432 ~ 1432 ~_ �� U � � U 1 14723E , N °' 100 I F- I ( ~ co I I 1424 --�— 1424 .50 . 1 N N N CN -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 C 6 /.? �� •6 ROW ROW ROW14- ROW ROV _15 - ROW 10 3 + 0 0 10 4+5 0 1428 ` ` r y 1428 :-I_( 6•. 1 3X - ,46 •� c 1 91. 14 9 41 F 2 9% c 1 " 2. 2•. C j 5 �� 1 2� 1 CONST . I 1-11 1424 1424 1424 , 1424 1424 1424 CONST . 12 J �12' 1424 � 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 --20 0 20 40 60 80 rn -60 -40 -20 0 20 40 60 80 99 + 25 100 + 50 101 + 75 � 1428 `� ROW 105+75 CONST . CONST . CONST . aI o1 °' 00 C2 4% CONST . 12' 12' q 12, 142804 ON 1428 1426. 90 F v - 16 12' U U I ^ J U ~ - 1424 14 6. 951 F 1424 w w � o o 1 � 2;1 %� c127 • -c 1 1� -60 -40 -20 0 20 40 60 80 0 rn 1 I "' I I 00 °' ROW �` N co N �, N N 1424 1424 104+25 , Lo co ao t\ r �; I CONST . ROW ROW ROW ROW ROW ROW 1428 �. o ' ?• -60 -40 -20 0 20 40 60 80 q12' 14 8 79 F l 1428 4 %� / _ "5 y,� 0. 0% C-169 • C %� (-J. 0/ 14889E 1424 c 1'7 1424 1424 ; C •) 1 1424 1424 ; 1424 10 2 + 7 5 00 ,o- 1 � r o 1428 0 I ILL. F 00 14281424 1424 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 --20 0 20 40 60 80 CONST . co14 -60 -40 -20 0 20 40 60 80 99 + 00 100 + 25 101 + 50 �12' ` 'S " " `' -9 ' _ 105+50 CONST . CONST . CONST . 14 6 72 F i luo- �, �, .� CONST . LA- �- 1424 14 6 F 1424 q 12' 12' 12' q q 12- ?I of N � -60 -40 -20 0 20 40 60 80 U 1428 N N � 1 1428 . 104+00 b- � U I Itt 00 I- 00 ROW I `� 1 �' i 1 CONST . N NLn 00 N o It N,r o 59 •) c 2. 12 J .5 % NI;tit I� ROW d ROW ROW ROW ROW `n ROW w _ N _ 1; 5Y 1424 1424 N 1428 �. i 1428 77. 1. _ 5� �- cn c° fi 8 27 F i `1 1424 c 1 1424 1424 ; 1 1424 1424 ; 1424 1428 150 . ,� 1428 -60 -40 -20 0 20 40 60 80 - � 10 2 + 5 0 L " 3% N 1424 1424 -6C1 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 14 6 58 F -60 -40 -20 0 20 40 60 80 98 + 75 100 + 00 - 101 + 25 1424 1426. 50 F 1424 105+25 CONST . CONST . CONST . CONST . -60 -40 -20 0 20 40 60 80in � �12' 103+75 � �CONST ., o q 112' q q12' q12 12 U � to (nCONST (n � o U o U U �. �- w w w w � ~ ,n T- T- 12 0 � IL � N 1 10o° oc° o I ( cv `r I I I- c? I °'I N w o � U ROW co co o c�, N m 1428 N 1428 rn F- N R N ROW 1.5 % 1 ~o IOW ROW ROW ROW ROW _ OW 1428 14281428 c_ 1428 a -1• I' 9 0° -, N C 6b 6� c 1.3 /, % C- 2.8 F' I 1424 1 1424 1424 1 1 1424 1424 1 1 1424 1424 1424 N — 9 ( 1,12 .8 F 14644E 1424 14 6 39 FF 14241424 1424 X -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 --20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 1 98 + 50 99 + 75 101+ 00 102 + 25 103+50 105+00 0 CONST . CONST . CONST . CONST . CONST . °0 q q . 12 12 12 12 CONST . 12' Q U U r �, o U o �12' , o I-I ur o o ^ L J of - 00 1 o I o o I rn 1 fo- I i C° I I F- �` o w ►o- ROW a 0 p Ln N co (o p U 3 Lo Ln (o cfl d N C,4 rn N rn I N I co I\ �- w N ROW clq `� ROW ROW ROW ROW d ROW ROW _ ROW W co 1. 0% `t t .- _ - 1428� 1428 1428 1428 w 3� _ 1 71. C 10 %� —I: 5•: c .6 0° r N 2 DI G A �-E RT 1424 1424 1424 2 8 1424 1424 1424 1424 ; 1424 _ - _ ji4 4 6 31 F 4 •5, ( 42 0 S _ oIAL TOLL FREE 1424 1 2 F 1424 1424 1424 800-227-2600 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 --20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 AT LEAST TWO DAYS 98 + 25 99 + 50 100 + 75 102 + 00 103 + 25 104+75 J BEFORE YOU DIG GALT'R.l4n7sR MZT' NOTE: TH I S PLAN 0 0 _ _ SUPERSEEDS APPROVED Q u110 a o SO MM ALERT OF SCUIHM CALFORNA a 8 --0 8 M C -d 4 C3 3 -11 OF 12 I t17 NOTE: �K"0■JMiY SEAL- R PLANNING ■ DESIGN ■ CONSTRUCTION - � WORK CONTAINED WITHIN THESE PLANS COUNTY � RIVERSIDE � BENCF�IARK: � 4087 IP 060020 SHEET NO. � SHALL NOT COMMENCE UVTIL AN ��,%FESSIp�� TRANSPORTATION DEPARTMENT e�°FE�>� 34275 AID 5 � ENCROACHMENT PERMIT AND/OR A ��'�O D• F �� APPROVED BY c � M'� ' 40WO COUNTY C8ffER o�,SUITE w0 SEE ALSO •#4OW .#4171 GRADING T y y CAS►SIM-4679 COUNTY O F RIVERSIDE 1 IA THE PRIVATE ENGINEER SIGNING THESE PLANS I S eo No. 45702 W 5 . CONSULTING 9M676AM■ FAx 95076.7240 • www.flBF.cm SCHEDULE "E" Lo RESPONSIBLE FOR ASSURING THE ACCURACY AND � Exp. 12/31/10 e 2�� Q� °G � 0 i ACCEPTABILTY OF THE DESIGN HEREON. IN THE * * STREET IMPROVEMENT PLAN Q ALAN 0. FRENCH DATE: i— EVENT OF DISCREPANCIES ARISING AFTER COUNTY 'rt �/M It HE PRI ATE ��! ��' PREPARED BY: ANTHONY M. COTTS 69395 NEMIPORT ROAD CROSS SECTION: 12 Q ENGINEERAPPRDV� �SHIu BE RESPONSIBLE DURING OFORTOETERMIINING 1 BF 2 09 REPLACED SFET 11 '�F of CAL�EO� ' / �' � OFq�F�� EXP. DATE: g-3o-Io :TA +ZS.00 TO STA 106+Ts.00 a AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS eY DAIE APPR. TE DATE: Z �Q!� SCALE: H: v: P A R D E E HOMES W.O. NO. FOR APPROVAL BY THE COUNTY. R E V I S 1 0 N S REOOYMENQfD DATE: PROFILE HORIZ: 1"=40- VERT: 1"=4' PLAN 1"=40' CONST . CONST . 12 �12' cn 0 �W 1440 ROW 1440 1.50 . T 1432 1432 r 14227E `\ I 16 �? 1432. 29 F 1436 _ 11436 � 1 - 1428 CONST .1428 �� \ I CN CN 12 i 1432 - \1 r 1432 1424 1424 1436 ROW1436 -60 -40 -20 0 20 40 60 80 106 + 75 C ,2 O• , 1428 � 1 1428 CONST . 1435181 Tc,v 12' 14321432 � \ \ 1424 1424 -60 -40 -20 0 20 40 60 80 ROW 1428 1 1428 108 + 03. 80 CONST . 1432 50 • 1432 1 , 1-2 1431 1424 1424 00 1431 53 F \ -60 -40 -20 0 20 40 60 80 1428 1428 107 + 50 Row \\ I CONST . 12' 1436 1436 (, 14 7 11 F \ _ 1424 1424 ( 14 7 80 T -60 -40 -20 0 20 40 60 80 1 10 6 + S 0 1436 ROW 14361432 1 1432 CONST .12 1432 1434112 F 1432 1428 1428 14 4 81 T 1 1432 �W 1432 \\ 1 E Lo 1428 1428 1424 1424 0 1430. 75 F 1 1 -60 -40 -20 0 20 40 60 80 0 1428 I 1428 10 8 + 0 0 \ I U-) \ CONST . N 1424 1424 -60 -40 -20 0 20 40. 60 80 12' _ 0 1424 1 0 1424 10 7 + 2 5 -60 -40 -20 0 20 40 60 80 CONST . 106 + 25 12' Row o 50 CONST . W N 12' 1436 C 1: 1436 x \ N _ ROW ( 14 36. 13 F o J ( 14681 T n rt 1432 ROw 14321432 cc 1433 11 F .50 \ 1432 1432 1432 - o i . \ -1 ; 14 3 14 F \ I 1 0 LL- ^ f o 1428 1430 02 F N / 14281428 1428 1428 \ 1428 w \ I \ I 1 z F- DI G A � R T 1424 ` 14241424 1424 1424 1424 % —60 —40 —20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 -60 -40 -20 0 20 40 60 80 ' o DIAL TOLL FREE 1 O6+OO 10 7 + 0 0 10 7 + 7 5 800—227— 2600 AT LEAST TWO DAYS G�►LT2P+NS ��lNl=? J 6EFORE You SIG NOTE: THIS PLAN o 08 -08 - 6 -NAC _04 0 3 Sl�'ERSEEDS APPROVED Ul�ORa10 SERVIM ALERT OF Soun� CAUFORNA SHEET 12 OF 12 NOTE:CONTA I CONTAINED WITHIN THESE PLANS sEK-ao n COUNTY RIVERSIDE PLANNING ■ DESIGN C O N STR U CTIWORK O N BEN(>WARK• MS 4087 I R 060020 SHEET NO. ¢ SHALL NOT COIF UNTIL AN �aOFESS�O�,,� TRANSPORTATION DEPARTMENT 34275 0 5 B400ACHMENTIPERMIT APO/OR A ��0�0' F APPROVED BY c� M•�► ■ ■ ■ 40810 COUNTY CENTER DRIVE, 80.JRE too � �.� � � . ,��7� n° GRADING - y TEA.CAUFOFHA 4679 COUNTY OF RIVERSIDE o THE PRIVATE ENGINEER SIGNING THESE PLANS IS ; Pb. 45702 X �.� CON 8 U LTI N G M676.8OQ■ FAX M676.7240 • www.FiBF.can o RESPONSIBLE FOR ASSURING THE ACCURACY AND t+ ^' ACCEPTABILTY OF THE DESIGN HEREON. IN THE Exp. 12/31/1004,0 Z 9 o: � STREET IMPROVEMENT PLAN < EVENT O' DISCREPANCIES ARISING AFTER COUNTY *t �1 Mlt ,�ti AUW D. FRENCH DATE: �* PREPARED BY: ANTHONY M. COTTS B9�5 NEWPOW ROAD CROSS SECM%MS ¢ APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �l 0�' '� �` PREEXP OA 6- ANTH STA 10a+©0.00 TO STA 1OA+Oc3.80 OF 1 2 SHEETS a ENGINEER SHALL K RESPONSIBLE FOR DETERMINING 1 BF 2 09 REPLACED SHEET 12 of c��E c -__----- ( $ �OFp�R3�` AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS sY DATE m". DATE: SCALE: H: v: FOR: P A R D E E HOME S w o. �NTMo. FOR APPROVAL BY THE COUNTY. R E V I S 1 0 N S DATE: WATER & SEWER I PROVEMENT PLANS OFF-SITE FOR TRACT 33647 - COUNTRYSIDE NEWPORT ROAD COUNTY OF RIVERSIDE - MENIFEE , CALIFORNIA EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT NOTICE TO THE CONTRACTOR WATER NOTES SEWER NOTES GENERAL CONSTRUCTION NOTES TIME LIMITATION 1 . THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR 1 . WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN 1 . SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN 1 . FIRE HYDRANT ASSEMBLY SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. ACCORDANCE WITH E.M.W.D. 'S STANDARDS AND SPECIFICATIONS. WATER DISTRICT STANDARD DRAWING B-362. INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE THEM AS A BASIS FOR THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL 2. GRAVITY SEWER PROFILE ELEVATION ARE TO FLOW LINE " " BID(S) AND CONTRACT(S). WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING (CONDUIT INVERT). 2. ALL BARRELS ARE WET BARRELS AND TO BE CHROME YELLOW, WITH TOPS AND DEVELOPERS/DESIGN ENGINEER AND RESIBMIITTED TO EMWD FOR POSSIBLE ELEVATION AND LOCATION. NOZZLE CAPS PAINTED CLASS A-GREEN UNLESS OTHERWISE SHOWN ON PLANS. CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR V.C.P. 2. BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, AND STANDARDS. 3. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE SEWERS EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS, PER 3. ALL BLUE RETRO REFLECTIVE PAVEMENT MARKERS ARE TO BE INSTALLED PER DEFEND, HOLD HARMLESS THE OWNER, ENGINEER (HEREIN AFTER RBF CONSULTING). THEIR PARENT WITH STD. DWG. B-598, TYPE B. E.M.W.D. STANDARDS AND SPECIFICATIONS. RIVERSIDE COUNTY FIRE DEPARTMENT HANDOUT GUIDELINES. AND AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR 4. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTER DE COUNTY FIRE DEPARTMENT NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE (CENTERGRADE) OF PIPE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED NEGLIGENCE, ACTIVE OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT OR SUBSIDIARY 5. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. AS A FORM FOR THE INVERT. APPROVAL COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH B-656. INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS OR LIABILITY FOR 5. PRIOR TO CONSTRUCTION OF SEWER, THE CONTRACTOR SHALL INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF THE PROJECT, AS WELL AS 6. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION 2 DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE DEVELOPER WITH STD. DWGS. 13-362. COLOR CODED GREEN. AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND MAR HALL DATE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL INSURANCE PRICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. PARDEE HOMES 7. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS ACCORDANCE WITH STD. DWG. B-568. SPECIFICALLY AUTHORIZED BY E.M.W.D. FIRE CERTIFICATION RIVERSIDE DIVISION 1385 OLD TEMESCAL ROAD 8. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, 6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY CORONA, CA 92881 CLASS 1-50 EXCEPT WHERE NOTED OTF ERW I S'E. PIPE SHALL SHALL BE LEVEL WM THE CROWN OF THE OUTLET PIPE AT THEIR W I THI THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES MAIN (951) 817-3400 CONFORM TO AWWA SPECIFICATIONS. PROJECTION WITH THE MANHOLE CENTERLINE. BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES FAX (951) 739-0484 9. FITTINGS FOR P.V.C. PIPE SHALL BEDUCTILE OR GRAY 7. RECONSTRUCTION OF EXISTING MANHOLES SHALL. BE SCHEDULED AT BY' WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 3o- D UNDERGROUND UTILITIES. IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL THE CONVENIENCE OF EMWD AND SHALL BE COMPLETED WITHIN FIVE ANTHONY . COTTS, P.E. DATE JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR WDMUNG DAYS FOLLOWING ITS COMMENCEMENT. R.C.E. 69395 EXP. 6/30/08 LINED AND TAR (SEAL) COATED PER ANSI/AWWA 4. AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO NOTIFY A REGIONAL 8. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO COMMENCING WORK. A VERIFICATION NUMBER INDEX OF DRA1rII�TGS 10. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHT. 1 - TITLE SHEET " " WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS SHALL BE RESPONSIBLE FOR CONFINED AIR SPACE ARTICLE 108 BASIS OF BEARING PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBER EXPIRES w 1 TH I N 14 DAYS. AND SPECIFICATIONS. TITLE 8 CAL IFORNI A ADMINISTRATIVE CODE. THE BEARINGS ON THIS PLAN ARE BASED ON THE L INE FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY 11 . A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE 9. WHERE GROUND WATER IS ENCOUNTERED, ALL V.C.P. PIPE SHALL BE BETWEEN STATIONS "TRAK" AND "MATH" (POSITIONS COMPANIES AT THE JOB SITE. FOR MIORE INFORMATION, YOU CAN CONTACT THE LOCAL REGIONAL SHT.- 2 _ INDEX MAP PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF TREATED FOR ABSORPTION RESISTANCE PER EMWD SPECIFICATIONS. PER NATIONAL GEODETIC SURVEY,NAD83, EPOCH INFORMATION CENTER. WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STANDARD DWG. B-663. 10. PIPE ZONE BEDDING AND TRENCH BACKFILL SHALL 8E IN ACCORDANCE 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, 3 - FIRE HYDRANT LOCATION MAP FOR PM 34275 PAGES 50 THROUGH 65 OF RECORDS OF SURVEYS IN UNDERGROUND SERVICE ALERT WITH E.M.W.D. 'S STD. DRAWING SB-157, SB-158 AND SB-159. THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 3030 SATURN STREET, SUITE 200 SHT. 4 - NEWPORT ROAD STA 89+50.00 TO STA 97+00.00 COUNTY, CALIFORNIA,BEING N 52.49'02.84" E. BREA, CA 92621 SHERMAN ROAD STA -62+48.00 TO 63+96.85 (800) 227-2600 SHT. 5 - NEWPORT ROAD STA 97+00.00 TO STA 102+77.75 WATER CERTIFICATION SMR CERTIFICATION BENCHMARK: SHT. 6 - NEWPORT ROAD STA 83+00.00 TO STA 89+50.00 1 CERTIFY T1•IAT T+E DESIGN OF 11-E SELLER SYSTEM FOR OFFSITE TRACT DATE: 1970 ELEV: 1495.886 I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM FOR OFFSITE NO. 34275 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S TRACT NO. 34275 IS IN ACCORDANCE WITH THE WATER SYSTEM SEWER SYSTEM MASTER PLAN AND THAT THE DISTRICT HAS PROGRAMMED ADEQUATE 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHURCH EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND CAPACITY TO TREAT WASTES FROM THE PROPOSED PROJECT. AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM, OF MURRIETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT EASTERN MUN I C I PAL WATER DISTRICT: NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, BRASS DISK IN A CONCRETE POST. FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUN I C I PAL WATER DISTRICT BY�cl I cs COUNTY PERMIT NOTE a NGINEER OF SUBDIVISIONS DATE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT BY: I HAS BEEN ISSUED. no C IAEER OF SUBDIVISIONS DATE 0 1rATER LEGEND NOTIFICATIONS 1. AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, - '�' STANDARD F.H. PER B-362 0NOTE-0 1. ALL MATERIAL USED AND INSTALLED SHALL CONFORM TO RIVERSIDE CONTRACTOR SHALL NOTIFY: v COUNTY SUBDIVISION ORDINANCE NO. 461 AND ALL SUBSEQUENT A. EASTERN MUNICIPAL WATER DISTRICT, 1 COMBINATION A.V. & A.R. < AMENDMENTS, AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) FIELD ENGINEERING DEPARTMENT, (951) 928-3777, EXT. 4830 FxH RESILIENT SEAT GATE VALVE STANDARDS. B. UNDERGROUND SERVICE ALERT (USA), 1-800-227-2600 x HxH RESILIENT SEAT GATE VALVE o 2. RESEARCH ON UNDERGROUND UTILITIES FIRS RESULTED IN FACILITY C. ALL PERMIT AGENCIES. LOCATION AS SHOWN ON THESE DRAWINGS. HOWEVER, THE LOCATI- 1. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT p9i FxH ADAPTOR o ONS SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THERE MAY BE ADDITIONAL UNDERGROUND FACILITIES WHICH ARE NOT SHOWN. (951) 955-6885. ____------ EXISTING OR PROPOSED WATERLINE (BY OTHERS) o� THE CONTRACTOR SHALL ASCERTAIN THE MOST RECENT UNDERGROUND D. ALL OTHER AFFECTED UTILITIES: WATERLINE r- UTILITY FACILITIES PRIOR TO EXCAVATION. THE CONTRACTOR RESTRAINED END FITTING n SHALL BEAR FULL RESPONSIBILITY SHOULD DAMAGE TO AN UNDER- Q GROUND FACILITY OCCUR AS A RESULT OF THIS PROJECT. o 3. SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL 10' TEMPORARY B.O. PER B-568 Of CONFORM TO STATE HEALTH CODE STANDARD. MIN d INN 3 ■ 4. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY BLUE REFLECTOR FOR FIRE HYDRANT LOCATION Z AND THE AWWA SPECIFICATION WILL BE CAUSE OF REJECTION. 5. SEWER LATERALS SHALL BE INSTALLED ACCORDING TO COUNTY STANDARDS SR LE � NO. 600 AND 601 OR SERVING AGENCY. - - - - - SEWER LINE EXISTING PROPOSED (BY OTHERS) cr SEWERLINE w SEWER LINE WITH 3 LATERALS w > DIGS-�ERT T.O.R. TOP OF RIM ELEVATION CENTERLINE 0- OF SEWER MANHOLE N O MANHOLE > 1-800•-2I-2600 TEMPORARY C.O. 0 Z AT UMW M DANS Q 0lE YOpj as Lu�eiainao ste�IncLE aF stainew I P 060020 /Ilr s tlo&7 0 Q x COUNTY OF RIVERSIDE RpFESS/ Prepared Under the Supwvision of: DRAWN REVISIONS APPROVED DATE WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE CA I.D. U-36 / U-35 �® e%so SFI�� AT�N DEP ��oQ M NO. [NIT. DATE EASTERN MUNICIPAL WATER DISTRICT � S.A. 41 / 33co BY E l�s ■ . ■ 1iB S�MER AM IWATER - PL,AM #.fl. 1'�542 s / Z CHECKED v I ENG AF.ER %IF RAD I V I S I ON5 TRACT 33647 - PM 34275 COUNTRYSIDE C.O. No. 45702 -! d No.69395 r^ AITF IONY COTTS, P.E. d Exp. 12/31/08 w EV•6/30/b8 R.C.E. 69395 CONSULTING AC C0 _ 23-A-27 j INITIAL p�� AALM D. fRENCM DATE 1 7t EXP. 6I30/�p PLANNING ■ DESIGN ■ CONSTRUCTION �E � �� PROJECT ENG. s. ROAD �r I � 6 � 7� 06 w QMVALC ,• cIM1� ! __ r��Rv J �-c ,f M�tEo��1 C%JC � lFOF� ,Fp��'�! DATE .toe NUMBER 'TITL.E $MEET ��• � -`'- D- 961.67'6� ■ FAx�saar�o • wwwJWF�oom 15--101178 - RE(;01NrfOiOED: DA -- -7 -- - -�--- - - ----- - - --- -- --- ------ - - - -- -- - - ---- --- - - - --- ' j - EXIST. PALOMA CHANNEL! j !; ' #, ! TIIR WE X. 30" SEWER I CASING a JACK AND BORE PER D-2M51 EX. FH k SRV. CON. NEWPO Iff 4OAD - 'T 4-- 4 X. 30m SE U H J2� H PER D-24851— J HOT TAP EXISTING 21 W/L WITH HOT TAP EXISTING 21" W/LWITH CA. 12" WATEtf— X. 30 SEWER 1 1 102+65.05 NEWPORT ROAD— ER D-24852- ■ -21-X6- SADDLED OUTLET coNNECTr2s 21-X12- SADDLED OUTLET CONFECT 8" SEWERV r__SEWE ITH 6" FxF R_S_Xz_V__-BY EMOD -Ti-i 12" FxF R..5.G.V. BY -+,;--===�ER D-1,33 100 -=62+98.45 HAUN i-04 -----------------------------------0 6 U4 —92-- 94. 95 96 98 -0 DEVELOPER'S EXPENSE.;------ ____=ZEX. 21 WA T DEVELOPER'S EwENSE.-- --PXR 21w WATtR FxH ADAPTOR. 10 1! INSTALL 6 P _D-1 3 INSTALL 12* FxH ADAPTOR, lw CORP. MR _ _U, 71- - - 1 --STOP, RESTRAIN AS RE I RED, '77 7==-STOP, RESTRAIN AS REQUIRED_. -------�l-—-------1- -3627 T T T -T— T— =:�=F.H. PER, B T T T —T—T—T- T— -T T—T—T—T—T T _T T— I i7� T=—=L�_ L_- T ia� F :1 —7 rl P_ *'ORT ROAD F E 29 NE ;Zy A =63+57.85_� SHERMAN . ...... BY APPROVED CONTRACTOR --- ------- 7� W. C.0.' B-568 H. PE EX -�G-362 ITH 12" FxF R!.S.G V I O�N-VIR ASIDE B.S 2.� ........ VftjYl ----------- �_R 12m PVC------------- ------- - ------------ AT DEVELOPER'S; WATER RESTRAEND I PROP. PALOMA CHANNEL F` L INSTALL 12" Fn" ...... CL-1501 RE. I -------- ........... ...... ------------ Rc ........ . ..........- RESTRAIN IN AS i. L CITY FITT C4 TI SHERNM HAUN ROAD ROAD INDEX MAP SCALE: 1"=80' SEE SHEET 3 FOR COMPLETE PM 34275 FIRE HYDRANT LOCATIONS McCALL BLVD ESTIMATE OF QUANTITIES SEWER NOTES QTY. UNITS 6• IRE HYDRANT IMPLEMENTING FACILITIES (WATER)— VaTAI.L lIr SEWER MAIN 657 LF. N(l*: INSTALL IS* SEWER MAIN WITH 30r CASING JACK AND BORE 102 EA. FIRE HYDRANT 600 BLUE PAVEMENT M io IMPLEMENTING FACILITIES (SEWER) E NElPIORT ROO INSTALL 48- STANDARD MANI-IOLE (SB-53) 2 EA. NONE CL 04 INSTALL TEMP. CLEAN-OUT (SBI 1 EA. ME BLUE PAVEMENT MARKER WATER NOTES QTY. UNITS co INSTALL I:r P.V.C., CLASS 150, C-900, WATER MAIN IZ40 LF. INSTALL Ir P.V.C.. CLAM 200, C-900, WATER MAIN 20 LF. TWO LANE STREET AN INTERSECTION INSTALL FIRE HYDRANT ASSEMBLY YET BARREL (B-362) 2 EA. TYPICAL HYDRANT MARKER LOCATION F- 0 N.T.S. 0 INSTALL. 120 FxF RES&MT SEAT GATE VALVE/21"X12* TAPPED SAD. CON. BY E.M.W.D. 7. EA. < 0 SCMT 1ROAD INSTALL 61' FxF RESILENT SEAT GATE VALVE/21$'XC TAPPED SAD. CON. BY E.M.W.D. 1 EA. 3.1 c� c*4 INSTALL lr ADAPTOR FxH 3 EA. 0 0 F_ INSTALL C ADAPTOR FxH 1 EA. D VICINITY Em 00 NOT TO SCALE INSTALL 12m RESTRAIN END FITTING 2 EA. SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST INSTALL 120 R.S.G.V. EA. 00 THOMAS GUIDE PAGE 868. E2-E4 11 0 INSTALL TEMP B.O. 1 EA. RE AND RELOCATE mast im AY/AR PER &-m TYPE 8 By APP. CONTRACTOR EA. 0 w z U-1 Uj 80 0 80 160 240 Now > 0 cr_ DIG GRAPHIC SCALE a_ DULTOUFM 1-4M-227-2600 AT ULW TO 009 OEFI VOU 08 W Miff OF�1111 GKONM IP 060020 SEAL fESS COUNTY OF RIVERSIDE ESS/, Prepared ftler the Supervision of: DRAW REVISIONS APPROVED DATE WATER SEWER APPROVED BY: COUNTY OF RIVERSH)FE, CA I.D. U-35 U-35 S 11*1 Ss a 1 0 w TPANSPORTATION DEPARTMENT DESKN*D NO. INIT. DATE EASTERN MUNICIPAL WATER DISTRICT O"WE S.A. 41 / 33 MB 1.0. 11-642 4��,L I \'j a -Im A, V1446 SEWER AND WATER NVWV�l PLANS cft $? - m 0 m CHECKM DATE LoI A&LERT A JlE JACK P __I Pl__ 110 __j C C3 in ram, j*,,jl E 1.1 aw E SS, F RW INLP 45702 r-, (ClkVfF_ EMIFAMR OF SLJBDIVISIOM TRACT 33647 PM 34275 COUNTRYSIDE C.O. IAj No.69&3M% ANTHONY M. COTTS, P.E. CONSULTING AC Exp. 12/31/08 -ALAI D. FRENCH DATE. EV-6/" R.C.E. 69395 INITIAL COORD. 23-A-27 EXP. 6/30/08 PLANNING N DESIGN M CONSTRUCTION SCALE PROXCT ENG.'_ w S_' " § el y 0. AS SHOWN APPROVALS NEWPORT ROAD sw 2 oF 6 < 1% DATE Aa"- 40M COWRY CBfFM DFWF-MME 100 JOB NUMBERal IF t 'c OF TBMKXXA CALFOW INDEX MAP WE-OF 1 15-101178 9SUrl6AM a FAX 9%6'la7M w wmwAWx=n qS0— EXIST. PALOMA CHANNEL DE CASING EX 30 SEWER JACK AND BORE PER D-24851 EX. FH SRV. CON. NIEWPOIrr ROAD I 30" SEWER-- E-YIQT =��PXE_R D-24851- H :-:A H #1= llw - -- —r— — — - — — — I — — — — — — — M HOT TAP EXISTING 21" W/L WITH HOT TAP EXISTING 21" W/L WITH 10-1 - EX. 12" WATERP"" mmrl= r X. 30 SEWER 1 -T 102+65.05 NEWPORT ROAD- -21"X6- SADDLED OUTLET CT 11F_X_1_2w_SADDLED OUTLET CONNECTION NRER ff 8 SEWE -- — — — i — =�lk- �ill �__ I ER ID-24852- 8- SEI — ===-PER D-1353%'... _2=62+9B.45 HAUN RMU--, 96 EW ITH 6" FxF R,.S-.G.Y. BY ......... NTH 12" FxF R.5.G.V. BY 91 92 98 100 -0 DEVELOPER'S EXPENSE --_lk 21* WAltR DEVELOPER'S EXPENSE X. 21 WAiwv INSTALL 6" FxH ADAPTOR, 1" CORP.- E R ZFP!ER Q-1 U3 INSTALL 12" FxH ADAPTOR, 1" CORP. _fEL -D =-§TOP', RESTRAIN AS REQU I RED OP. RESTRAIN AS REOUIRED= --------- 7- _7 ;771 -STOP =F.H. PER, B-36 T T T - T—T- T—T— T—j-=--= T—T—T—T-- T---T- —T—T—T—T- T ..........T T _j T T T T T. E FVc _2Tq NE =1:1=1 - - F -C��_ .6 -�ff. WPORT RO _9W CC--l-5G- T' +57.85--q SHERMAN F� A" --------- BY APPROVED CONTRACTOR 71" W/L WiTtf-REMOVE AND RELOCATE 1 AV AR_ --------------- .......... ----HOT TAP EXISTING----------- 1 -7------ -.1 0 0. T.H. PE SADDLED PER OUTLET CONNECTION W. C. 21"X12 362 Coum ny*lDE - WITH 12" FXF R!. EMWD 'MR 'V. ------ 12 PVC WA ------ ---------- AT DEVELOPER TRA PROP. PALOMA CHANNEL : __Ilt_l+ _1_1 1 11 ------------ ------ INSTALL 12" Fx FIT F RESTRAIN AS RE ...... ------- RCc CITY SHERUM HAUN ROAD ROAD MEX MAP SCALE: 1"=80' SEE SHEET 3 FOR COMPLETE PM 34275 FIRE HYDRANT LOCATIONS MCCALL BLVD ESTIMATE OF OUANTITIES SEWER NOTES QTY. UNITS 6: IRE HYDRANT IMPLEMENTING FACILITIES (WATER)- INSTALL lfr SEWER MAIN 657 LF. NOW ROO D INSTALL 18' SO" MAIN WITH 30r CASING JACK AND BORE 102 EA. FIRE HYDRANT 6w BLUE PAVEMENT MMORL"!'6xi IMPLEMENTING FACILITIES (SEWER) E NEWMT INSTALL 48- STANDARD MANHOLE (SB-53) 2 EA. NONE 0- 04 INSTALL TEMP. CLEAN-OUT (SB-52) I EA. 4- SM Icsi BLUE PAVEMENT MARKER- -4! WATER NOTES QTY. UNITS 0 INSTALL I r P.V.C., CLASS 150, C-900, WATER MAIN IZ40 LF. INSTALL 12- P.V.C., CLASS 200, C-900, WATER MAIN 20 LF. TWO LANE STREET AN INTERSECTION w INSTALL FIRE HYDRANT ASSEMBLY WET BARREL (S-362) 2 EA. TYPICAL HYDRANT MARKER LOCATION F- 1 0 N.T.S. 0 INSTALL 12- FXF RESILMT SEAT GATE VALVE/21"'X12- TAPPED SM. CON. BY EM.W.D. 2 EA. < SCM ROAD INSTALL Go FXF RESILENT SEAT GATE VALW/21-X6- TAPPED SAD. CON. BY LM.W.D. 1 EA. C14 INSTALL 1:r ADAPTOR FxH 3 EA. 0 0 INSTALL V ADAPTOR FXH 1 EA. VICINITY Em 00 NOT TO SCALE INSTALL 120 RESTRAIN END FIT71MG 2 EA. SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST INSTALL lr R.S.QV. 400 THOMAS GUIDE PAGE 80. E2zE4 EA. 11 0 INSTALL TEMP B.O. 1 EA. 0 REMOVE AND RELOCATE EXIST. 1" AV/AR PER 8598 TYPE 8 BY APP. CONTRACTOR 1 EA- Ulf z Uj Li •'d Li 80 0 80 160 240 Lj 0 DIG GRAPHIC SCALE UM.TOUFM > 14KO-227-2600 z Jff ULW WO DAVG < BEFUM YM 08 _j AM OF�01 CMEWM I 060020 SE —co COUNTY OF RIVERSIDE Prepared Lkmler the Supervision of: DRAM REVISIONS APPROVED DATE WATER APPROVED BY: COUNTY OF RIVER SM CA I.D. U-36 LI-35 fESSI ESS/,ru_ Ss NO. [NIT. DATE EASTERN MLNICIPAL HATER DISTRICT S.A. 41 / 33 00 D. A TPJV4&PMATM DEPARTMENT U. DESKINED OFFSITE 1.0. 11-542 MB URI) 4. SES" AM 'WATER 01MOVEREW PLINN cft 1*070 �? 144t CHECKED DAIL A T� E*tMZ ;IA, BORE UAL L WITH CT :856�08 S.G�,V. y P WATER 9 AD CL 0 Ul 9 175 U ce No. 45702 3No.69395 ANTHONY M' COTTS, P.E. (C)VlF_ ENGINEER OF 9 IVISIONS TRACT 33647 PM 34275 COUNTRYSIDE C.O. LO CONSULTING AC 91 Exp. 12/31/06 Ev.600 R.C.E. 69395 INITIAL a OOORD. 23-A-27 49 ALAI D. FRENCH DATE. EXP. 6/30/08 PLANNING a DEsmm m coNsTmucnom SCALE PROJECT ENG. 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A 21' X 6' T I ' j J M COMECTION KITH ' FxF �(' p I ' ► BY E AT OEVEL S { 3 E i - INSTALL 6' F ADAPTOR s I AND 1 1' CORD. STOP i s i f! EX. R/W EX. CURD ! PUTTER f I I i — — — — —� — — — ` — — —F — — — t — — — — ' — — —r — cn - -_---- --_-- -- - =- -E)(ISTIN6 4" 611S LINE - --_ _ -_-_-= -_ -.-- _---- -- -- _ . ----__-- - - �� 0 —G— —G G G —G— — •—G_— G— —G— —G —G— =# —G— —G— —G— —G —G G W Q z to - — EXISTING 6' GAS LINE j � - -G - -G LO --G -G- - -G- - -G- - -G- - -G- ___ -G- -. -G- - -G--- - -G- - -G- - -G- - -G- - -G- - -G = 10 o — - - - RT ROAD - - - - - - - - - - o 0 _ _ _ _ S W :- --- - -- - - - --- - ---i—'CONST.-f --� ------ ----- SD— -— -- -,—+` - - -+-- - -+- - -- -� -- — r- a — •W o Q _.--� -_,t,---- '. u--- ----.---�^----.._-._,.,--.-ul:.---.__.-A.-,----- - ---``- ----�- -. --�'--- a* N of EX. TELEPHONE + - ,- - T T- - T T , --_-�•`E_-O T T - - — --T-�-T-----T — T T-- -T--T T — T T T T — —T T — T T T T T p W o :-� - EX. 21' WATER - I p ------ - - -- �• ------------------------- _ ----.------------_PER D-1333 ..-------------------- - -- ------ - - --- -- - --- - .- --_i—.�=_�_ -----------.-----..--__._--.--____ _ w r� —� - - - - ---- z E E E_ / `� EX. ELECTRIC ----- ----- Uj — — — — — — — — — — — — — — — — — — — — — 3 w PROP. R/W `�' �3 w Q NEWPORT ROAD 40 0 40 . � A 0 DIG�ERT 0- ��` L � g2APH I C SCALE 1—�Oa-227-2600 � 0 AT~woMe z Vw OIL�1 i U MB- 110" D 1 CE M M OF Ila 01 MMIM I P 060020 0 SEx.-c�t�,fESSI"s COUNTY OF RIVERSIDE - ESS/, Prepared Under the Supervision of: °�`� SS REV I S I ONS APPROVED DATE WATER / SEVER APPROVED BY: COUNTY OF RIVERSIDE CA I.D. U-36 / U-35 0 0 0. F AT10N DEP �o M. oe�oNEn No. [N[T. DATE EASTERN NIU�I IC I PAL WATER DISTRICT OFFSlTE s.A. 41 / 33 ;° h�� `�� APPROVED Y �� r�s �� ■ ■ ■ . c' aa�o c4 og $ENTER AID WATERROVEI�NT PLANS W.o. 11-�42 0 W No. 45702 r" 3 /y O 8 W No.69M M ANTHON,r M. COTTS, P.E. CONSULTING AC IL ENGINEER•OF SUBDIVISIONS TRACT 33647 - PM 34275 - COUNTRYSIDE C.O. o Exp. 12/31/OB w EP-6Aft R.C.E.69395 INITIAL COLD. 23-11--27 / * �� ()A�: * * PLANNING ■ DESIGN ■ comwmuc,noN �F PROXCT ENG. Q EXP. 6/30/08 AS SHOWN S SHT a OF S ►- �j'lF ct r t�l�®��1 8 �r�TF c�v�\.��,X DATE / -O ��.c JOB Nuhim APPROVALS ROAD a •F C U\. OF CN.\ re=©ow NOEn: o� �WVAM . FAX�6M7M . „mwlW=m 15-101178 STA 83+00.00 TO STA 89+50.00 X� o- 7 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT PALOMA WASH dwwm� NEWPORT ROAD GENERAL NOTES STORM DRAIN LATERALS CONSTRUCTION NOTES QUANTITY UNIT 60 CONSTRUCT JUNCTION STRUCTURE N0 . 2 PER RCFC & WCD STD . DWG . JS227 . 1 EA SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS 74 CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD . DWG . NO . 300 . 2 EA RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S (LENGTH OF OPENING PER PLAN) MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS, DATED ® INSTALL 24" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & WCD STD . ISO LF SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED APRIL 2004 SAN BERNADINO COUNTY IDWG . NO . M-815 2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING _ - - 10 RIVERSIDE COUNTY ® I NSTALL 36" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & WCD STD , 43 LF TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS - DWG . NO . M-815 UTILITIES SHOWN ON THE PLAN. RIVERSIDE A EUM SA 84 INSTALL 48" RCP D-LOAD PER PROFILE BEDDING PER RCFC & WCD STD . 105 LF I DESERT MORENO ( ) 3. CONSTRUCTION INSPECTION SHALL BE PERFORMED BY RIVERSIDE COUNTY I O HOT SPRINGS DWG . NO . M-815 - FLOOD CONTROL. CONTACT DALE ANDERSON AT 951-275-1288. THE DISTRICT BANNING 10 M ONSTRUCT CONCRETE BULKHEAD PER RCFC & WCD STD . DWG . NO . M 816 1 EA MUST BE NOTIFIED 20 DAYS PRIOR TO CONSTRUCTION. NORCO VALLEY BEAUMONT 1 EMOVE CONCRETE BULKHEAD 2 4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS 1 lEA OTHERWISE NOTED. ORONA � LAKE 5. STATIONING FOR LATERALS AND CONNECTOR PIP LAKE PERRIS 4 E REFER TO THE CENTERLINE ,G ""�� MATHEWS SPRINGS 10 INTERSECTION STATION. °�'y Faso PERRIS SAN JACINTO 6. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-227- �G� �F� 2600) TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES, AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO 15 dEMET YLLWILD PERMIT ISSUANCE, INCLUDING PAVEMENT REMOVAL, EXCAVATION AND A.C. COUNTY EL ORE SHEET NO. OVERLAY, WHICH COULD AFFECT ANY UNDERGROUND UTILITY. COUNTY SHEET INDEX � EASTSIDE HEMET d 7. ALL ELEVATIONS ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON 1 RESERVOIR RESERVOIR Ti1LE 8�T 1 U.S.C. & G.S. DATUM. LAKE ELSINORE N��MAP 2 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. LAKE SD LNE D, LAT D-1 PLAN A PROFILE 3 9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS SKINNER SD LM AA PLAN fi PRIOME 4 OTHERWISE NOTED. ALL UTILITIES ARE TO BE PROTECTED IN PLACE UNLESS PROJECT �� ' %! MURRIETA OTHERWISE NOTED. LOCATION VAIL ANZA► MAINTENANCE NOTE 10. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING - LAKE CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE -� RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT WILL SAN DIEGO CO. � TEMECULA MAINTAIN ALL LINES LARGER THAN 36" AS FOLLOWS: SEALED WITH 6 INCHES OF CLASS "B" CONCRETE. - - 15 RIVERSIDE CO. AGUANGA SHMT3-LWED FROM 10+05.5PTO11+1&15 11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION SAN DIEGO CO. - STRUCTURE N0. 4 (JS 229) UNLESS OTHERWISE NOTED. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT WILL 12. BEDDING PIPE SHALL CONFORM TO RCFC & WCD STD. M815, EXCEPT FOR VICINITY MAP MAINTAIN ALL LINES 36" OR SMALLER AS FOLLOWS: COVER < 2 FEET. FOR COVER < 2 FEET, CONCRETE SLURRY (2000 PSI - 2 SACK) NOT TO SCALE SHEET 3-LATD-1 FROM 10t04,+46TO10 4M SHALL BE USED. THE EN11RE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES SECT I ON 3 , TOWNSH I P 6 SOUT+I, RANGE 3 WEST SHE£T4-LNdE AA FROM 10000.90 TO 11+0A MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE. 13. "V" IS THE DEPTH OF THE INLET AND CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. ABBREVIATIONS AND SYMBOLS 14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY DEVELOPER/OWNER BC BBANr�OPCURVE MAX MAX�tAN FLOWS, UNLESS OTHERWISE NOTED. PARDEE HOMES CATCH� MANHOLE 15. THE CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL SAFETY CODES CF Cl FEET m81 DURING THE PROGRESS OF WORK. �;' 1385 OLD TEMESCAL ROAD � ��m��'D � �70�F CORONA, CA 92881 OC ONCENT� 16. THE DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN � CL CBItiL�i1.11E PCC P�ONFTOFCO�OLADCtSiVATUiE AND SANITARY CONDITION AT ALL LIMES AND TO THE SATISFACTION OF THE ,% PH (951) 817-3400 �� PROP�TYLNE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT FX (951) 739-0484 CCAP CORMMp ,MORTAR`� CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT RCFCD & WCD STANDARD DRAWINGS AND COAT® Pic PON�TTOPI�VBiB ECLAiVATUiE PP ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THIS CONSTRUCTION. METHOD OF STREET McCALL BLVD JS227JUNCTIONSTRUCTURE NO.2 COW CAE Q RATE OF FLOW 0 CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. M 803 CONCRETE COLLAR(12'4S) CY CLUCYARDB RlCB ll E F IR=CONCRIE E BQx 00 M 17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE M 815 BEDDM AND PAY LNES OR DIAMIETBt RCFDWMCD MY WE COUNTY FLOOD o RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF M 818 CONIC DIW DRIVEYINIY CONTROL AND WATER 00 Dm DRANMM OONSERVATION DISTRICT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND EACH RCP ® � o PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BeEA E�DOFCL1iVE Rc PiK�lITOF1MAY PIPE BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL Be ELEVATION w aAli/TAR WAY DEFEND, INDEMNIFY AND HOLD THE OWNER, R.C.F.C.D., COUNTY ROAD COUNTY OF RIVERSIDE STANDARD DWGS. o DEPARTMENT, AND THE DEVELOPER'S ENGINEER HARMLESS FROM ANY AND ORT ROAD 300CUM KJET CATCH BASIN EDGE OI:PAVEMENT ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF EX EI0 E 6T1r0 SHT SHEET WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE FO F11N8Hg 8F SQUARE 3 iOLAID NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER. PROJECT PH FNiEHYDRANT ST& SITE a 18. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVES TO GRADE. UTILITIES FL R�OWU E 8TD STAB inA FPS FEET PER ND SECO ow SEX"" co 19. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF 0 o WATER: EASTERNMtJIWCN3AL WATER DISTRICT 561- 877T,EXT.4SS0 FT FA D T TC TOP OF CURB PIPE) AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR w F8 F1II8l1iFACE TR TRACT W g SEINER: EASTERN MUN WAL WATUt DISTRICT 851 1M, EXT.4830 0 SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT W o H HOL HYDRAUMORAWLBE TS TRA1 110N8'11MAil m PRIOR TO PLACING THE ORDER. T TELEPHONE:VERMON 9004WI000 J6 JUNC'i1pNSIRWIll AiE 7w 70POFWALLcn o 20. ALL ELEVATIONS SHOWN ARE TO THE INVERT OF THE PIPE, UNLESS L LENWH TF TOPOFFOOITM 3 OTHERWISE NOTED. ELECTRIC~SOUTHERN CAL A:ORNIA EDISON CO. 800.86M4556 LF LJWM FEET V VBUOCITY z cn wa NIA21. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR MAY BE REQUIRED SCOTT ROAD GAB:SOU`n*RN CAUPORMA GAS CO. 800.42'T,Z200 TPICTBO�A�RY � o TO VERIFY BY POTHOLING THE LOCATION OF POTENTIALLY AFFECTED UTILITIES. CAW.ADELPHIA S88.883'1000 Io1T4w-my - - - -R/V 22. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL SITE. MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. LOCATION MAP NOTICE TO CONTRACTORS: 23. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE NOT TO SCALE RANIISE - r SECTION 3 , TOWNSHIP 6 SOUTH , RANGE 3 WEST THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUI TS, OR a COMPACTED TO NOT LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT - - - STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE Pi�P08ED 999 - w WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS, THE TOP RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT o THREE FEET, MEASURED FROM THE FINISHED PAVING, SHALL BE COMPACTED THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE �� Of TO 95 PERCENT RELATIVE COMPACTION. PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. -f - THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY 0 PIPES, CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. IP060020 PM 34275 M 5 O $ g < Z PLANNING ■ DESIGN ■ CONSTRUCTION DIGAL'ERT BENCHMARK. DATE: 1970 ELEV: 1495.886 oQRpFESS/pN� REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND l oEEss/4, COUNTY OF RIVERSIDE PALOMA WASH PROJECT-NO.�� M/ w� 2J MILES SOUTH DN MURRIETA RDAD, FROM THE CATHOLIC �� `Y M' COp>�F`� WATER CONSERVATION DISTRICT ��o o. F �, TRANSPORTATION DEPARTMENT NEWPORT ROAD 4 0 00098 00 CHURCH AT SUN CITY, 54 FT NORTHEAST OF PDVERPDLE J' 40610 COUNTY CENTER DRIVE, SUITE 100 fa4 rl #16193, 29 FT EAST OF MURRIETA RDAD. AND 2 FT ABDVE i ■ ■ ■ TE�11ECULA CALIFORNIA92591-6022 RECOMMENDED FOR APPROVAL BY: APPROVED BY: = VIED BY: STORM DRAIN LATERALS DRAWING NO. THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CORNER No.69395 No. 45702 r. _ _ o 1�-2Y1-42600 OF A 4 FT CHAIN LINK FENCE, 2 FT NORTH DF A WATER ExP.6 0 10 CONSULTING 951.676.8042 ■ FAX 951.676.7240 • www.RBF.com W /� Lo AT LEAST ' �» METER, 2 FT SDUTH OF A MARKER POST, SET A BRASS DI S / PREPARED BY: ANTHONY M. COTTS 69395 '� Exp. 12/31/08 4 980 IN A CDNCRETE POST. * ALAN D. FRENCH DATE: ■■11 o you o19 C1�,� \P EXP. ATE: 6/30/10 PLANNING ENGINEER CHIEF ENGINEER ,rf �` �� T NO• Q 9lFpF CAUFV,� -� E `e-b SIX DESCRIPTION , I DATE: DATE: 'lf OF C RECOMMENDED DATE: c qws TITLE SHEET OF 4 DATE: �0 i I I ' ■I I I L4 ! r: d I I I i I LI I i I I II I i I !I ■ I I I I i I I I I I .!I ll ! I I '! iH I j 11 g LINE 1 Illy f L EXISTING PALOMA - ,;; � � CHANNEL III � iil E 0) AA /4 " I I I i - -- - - I- - ----- y W re Q r P ALOYA CIIAMIEL PALOMA CHANNEL I ---- — — -- � - -- - _— tM ROAD — - - - - - - - - r — - - - - - - - - P — --- — — — — - C) / 00 chI ry o j I I I I LLJ u� � I I o z SCALE: 1"=200' Lj 200 0 200 400 600 � j i J GRAPHIC SCALE ( z Q / IP060020 PM 34275 Q BENCHMARK. DATE 1970 ELEV 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS COUNTY OF RIVERSIDE PROJECT NO. u AL QROFESS/p�, RIVERSIDE COUNTY FLOOD CONTROL AND QaofEssio� PALOMA WASH00 DIG ERT 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC �� Y �. �r9< WATER CONSERVATION DISTRICT �o o. F �y TRANSPORTATION DEPARTMENT NEWPORT ROAD 4-0-00098 CHURCH AT SUN CITY, 54 FT NORTHEAST OF POVERPOLE s 40810 COUNTY CENTER DRIVE, SUITE loo RECOwNIEPDED FOR APPROVAL BY- APPROVED BY: '� APPROVED BY: STORM DRAIN LATERALS DRAWING ND• o Z&7M� #16193, 29 FT EAST OF MURRIETA ROAD. AND 2 FT ABOVE Z ■ ■ ■ cn THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CORNER No.69395 �" TEMECULA, CALIFORNIA 92591-6022 No.. 45702 L co 1 � r OF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A WATER L P.��0`jo CONSULTING 951.676.8042 FAX 951.676.7240 ■ www.RBF.com W Exp. 12/31/08 Da 4— 80 / METER, 2 FT SOUTH OF A MARKER POST, SET A BRASS DI S '� PREPARED BY: ANTHONY M. COTTS 69395 ALAN D. FRENCH DATE: SHEET �• Q �LMff I"�� IN A CONCRETE POST. * � � YOU= Sl CIVIL �Q EXP. DATE: 6/30/10 'rl C1 V I\- �.�! INDEX MAP 0 ,_/_•,' 7t p� "�S'' - 6 9'fc OQ UNDEWFAM SERVICE ALEFIT qT£OF CA��Fp� .�Li/li.�.�. .K DATE: DATE: DATE: F OF C 1►��E / or:soum CALFORMA �F DESCRIPTION �• DATE RECOMMENDED DATE: 2 OF 4 10 11 12 10 11 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE _ STORM DRAIN UNLESS OTHERWISE NOTED . cn � z uwa u m a w (Y- 0 -DQ - a z o o - z o <c _ azzc�� Z � m � -_ a U <c U -I co U Q O W co > IL - _ O m PROPOSED F I N I SHED v Ir o - -- v _ - SURFACE ® q PIPE � z w ui PROPOSED F I N I D ckf °' �' _ EXISTING 0 0E- o SURFACE 0 9 P PE GROUND z w x x HYDRAJL I C DATA 10+14.60 EX. E E. w m w m EXIST I 1420. 18 BOT. - GROUND = Q100 = 82.6 CFS 1422.7} _ .TO BE RELOCATED WS 00= VMAX = 7.6 FPS 8Y OTHERS TO _ TO 1421 .21 1- 0.70 II-IJA2A GL -- - 1 =14 9 7 0+383 43-4 660 � -P %�% w z _ a UN ,,y UM Ij I II I S=G 0030 S=0.0030 -_ _ ( 1416 . 03 -FL - 0 > � > 0 > - wz a_ I� - mz � �. 00 + � + N MZ wzooa Z >m T • - - - '-• ^ + o0 0 rn �n 0°'o r7 co En o LO c0 M '-'i"o Q 1 O = 3.1 C __ - - `t c�v . ,� �r a f- 0-j w VMAX = 3.9 F 'o - + O) I- ap • O too •- O O _ + o co r Cow m - �z o _ - `- NSTALL 42.40 LF r rM p r r r r• 14 RCP INSTALL 104.54 LF ' MA NTA DIED BY -RCTD 8" RCP (D-LOAD=1200) 100 iYDRAULIC A AINTAINED BY RCFC&WCD AX = 13.4 FPS I - - _ Q100 = 57.2 C S VMAX = 5.0 FPS LINED LAT D- 1 PROFILE - PROFILE SCALE, PROFILE _ HORIZ. : 1 = 40 VERT. : 1" = 4' V) u ` cl , I I CONSTRUCTION NOTES cl- 0 ' � � U IL 00 CONSTRUCT JUNCTION STRUCTURE NO . 2 PER RCFC & WCD STD . DIMENSIONS O MOO C� 0 '' 60 DWG . JS227 . o ozoz r� z p I 1 A = 42 11 34 74 CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD . DWG . NO . U w : z a o o I Q ao R.C.F.C.&W.C.D. - 0 B = 36„ N ` PALOMA WASH o = J rn S.D. EASEMENT I I 300 . (LENGTH OF OPENING PER PLAN) . CONNECT 36" RCP PER o H FQ- zzjC7 PER DWG 4-967 c' � ' z V o PER INSTR. C - 4 . 87 RCFC & WCD STD . DWG . CB109 . _ L,J.I W �pW ; �Hm, ¢ U ¢ � o O RECORDED: I I a-... `..`. D 48 82 INSTALL 36" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & � o SHERMA ROAD �__ _ �� E = 3 . 79 0 af m w t J JJ o Of F = 1 . 41 ' WCD STD , DWG . NO . M-815 0 W 3 o � wQf Of 3 In r N00 29 10 E 13 ' L� 17 N O� �� 3 \ S ARM DRAIN R x ° „ G 1 . ® INSTALL 48 RCP (D LOAD PER PROFILE) BEDDING PER RCFC & Q R DW 4-973 `, M ~' c� cn O o = 12 . 00 ' = WCD STD . DWG . NO , M-815 •� co �� 1 z z w _ L 4 . 72 ' c� nce o o L.J. com GRADING PER "� ° „ I I Elev R - 1417 . 23 ® CONSTRUCT CONCRETE BULKHEAD PER RCFC & WCD STD , DWG . NO . 0 t. tl 38 43 LIE D Sri, Q z ,� X`'� O N rn • 00 "� N55 29 39 E giI° `n 'j _ PHASE 1 MASS N to EIev S = 1417 . 03 M-816 0 ao � + wmw + + +UN =1 0�.00 LAT D-1 � o U ►� n 24 . 41 o a 60 r o o _ __GRADING PLAN i _ - o _r _°'- _ ._ __ = I ® REMOVE CONCRETE BULKHEAD I ERSECTION - _ ER BGR 060293 __-�_ o�N89 30,50„W -_ 10+1 -.6D- EX: ELE 20 18DO I' _ , f`' 1 1� o T� 1 RELO D - X _ - - - - 9° 30 „W - - - - - - -- - - -- 5 - - - --- -- - - o B hIERS TQ - -- - - N8 -TO 21 .21 $0 3 - - - - - - - - _ w .� - g :_ _ ____ ______ _._ � _._ �.__ ; _ . ____._ ; __�R W PER I NSTR. _-; - - _ _ __-- , _- OPE OE ...� _ - _ - 360 89 � ��0.496�� _ 7 0' _ - PER - J _----- __STORM DRAIN ER 2 g > MG PLAN 0 a 2008-01.40063_` - _ ER DWG 4-9 T- 6 O. R . 3/21/2008 BGR 060293 - -- _ - Ld 0+11 .79 BC' _ _ DATA TABLE w - 1 10+04.44 BC- co co -- --__ --- 1 _-- - _._ -----1 ---- i - -_ --.._ -- _ ; _. - - O - w w t BEARING/DELTA RADIUS LENGTH NOTE 95+24.44 NEWPORT ROAD- l - r . - '� 10+38.89 EC CE NO ° „ =50+12.49 PALOMA CHANNEL' - II _ __- a, , - _____-- - _ - -__- - -- 33 ' o 10+11 .93 BCC --' -- -- -- a _a - - - -- _ _ - ---- - -- - - - I N --- - - ---- - - - Q - 1 6 LINE D 10+05.59 - - - --- _ __- - -- > _ ---- --- _ - -- _ _. --- --_ ---- _ _- _ _ __ _ ---- --_ ,:,: - - _ - ° �. -- -- - - _ - - - - _ - - - - - _ 2 3 4 19 13 4 5 . 00 2 6 . 9 6 LINED � _ VE &ff, JOIN 48 RCP _ N89°30 0 W _ _ _ _ _ oL89+88.66 _ _ 3 N 1 1 0 09 ,57„E -- 1 1 . 54 ; LINE D Q 50 96 IIE AA-24 RCP �I STORM DRAIN PEW � ?6 16 06 6�� gg 4 79 19 13 22 . 50 31 . 15 LINE D o E '' CHANNEL PLAN PEWPORT ROAD- - 5 N89030 ' 50"W -- 28 . 55 ' LINE967 CONST . NEWPORT ADD --PROP. --- 14 14 4 8 -8.27 RCB--__._- __-_ -�_ _____ SECTION LINE/Lo _ _- __- _-.- ___-- _-_ -- -__ _ M _N _ - _ - ---- ------ ---- _--__- _ �3+57.85- SHERMAN ROAD 6 18° 42 ' 05" 22 . 50 ' 7 . 34 ' LAT . D-1 0 • HISTORIC _ 7 N89° 30 ' S0"W -- 15 . 93 ' LAT . D-1 v 3-5'Hx 14'W 8,f 27 EXIST. 4-5 Hx8 W 00 \ - -- - ° / RCB II o 8 44 02 43 22 . 50 17 . 30 LAT . D-1 - - ---- --- --- -- -- - - - -- - ---- - --- s -- - -- ---- -� - - - - -- - -- "Q -- - - - 9 N4 5° 28 ' 07"W -- 1 . 83 ' LAT . D-1 0 x r.� CD , ,. -AD t • O 3 % 40 0 40 80 120 0 �W :t PLA - W o _ IW GRAPHIC SCALE Q c� IP060020 PM 34275 M 6 4 % � o BENCHMARK: DATE: 1970 ELEV 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS PROJECT NO. AL QROFESS/ON RIVERSIDE COUNTY FLOOD CONTROL AND j%tv[js/p� COUNTY OF RIVERSIDE PALOMA WASH Q 00 DIG ALERT 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC �� 'Y oT��F� WATER CONSERVATION DISTRICT o p. F ;'�� TRANSPORTATION DEPARTMENT NEWPORT ROAD 4-0-00098 CHURCH AT SUN CITY, 54 FT NORTHEAST OF POVERPOL E s 40810 COUNTY CENTER DRIVE, SURE 100 '�� 'Y a� VED STORM DRAIN A 1 N LATERALS Z&TML #16193, 29 FT EAST OF MURRIETA ROAD, AND 2 FT ABOVE Z ■ ■ ■ RECOI�IN�IENDO FOR APPROVAL BY: APPROVED BY: �, DRAWING NO. r THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CORNER cD No.69395 �" TEMECULA, CALIFORNIA 92591-6022 l �i�r/ YY OF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A WATER W f*I NO. 45702 '_" � w Exp. 6/30/10 CONSULTING 951.676.8042 FAX 951.676.7240 www.RW.com ,,, ^1 /Z �2 METER, 2 FT SOUTH OF A MARKER POST, SET A BRASS DI S PREPARED BY: ANTHONY M. COTTS 69395 19 Exp. 12/31/08 -TO LINED STA 10+05.59 TO STA 11+10. 13 4-980 AT LL*ST 1 OAI8 IN A CONCRETE POST. * * 49 ALAN D. FRENCH DATE: SHEET FOIE YOU an EXP. DATE: 6/30/10 Q C �� ✓} C y �� LAT D-1 STA 10+04.45 TO STA 10+46.85 0 uNOI�OR M sew AlHif qTF CF CAL�F�¢ �l OF 96un*m CAUF0FW DATE: / REF DESCRIPTION APPR• DAB DATE: DATE: OF C A��E RECOMMENDED DATE: 3 OF 4 / 10 11 12 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED . 74 _ Q 0� xw 1430 ~� z ra 1430 oW CN coca - o _ vice zw . . N p� m14- ON + SLURRY — --- BAOT ILL - (V 1421.85 _ FF F] HC-41 S=0.003 1420 1420 0 - 141 SE _ - - z W zm > _ -- - - - z `nc� a - o '. -- -- Min o co 0) 0 - �°p O °' # rn _j El) vi + aqt r I NSTA 185.59 LF N 141 24 R D-LOAD=2000 DATA J5.2- - -S - = 7.5 FPS _ - l LNE AA PROFILE SCALE _ HORIZ. 1" = 40' PROF I � __ VERT. : 1" = 4' E 0 rn N CONST UCTION NOTES .. CONSTRUCT JUNCTION STRUCTURE NO. 3 PER RCFC&WCD 0 STD. NO. JS228 � _ 1 _ N ------ ---,- ---- ---- ------ --- -- - ---- ---- -- --- _... 0+16 . 14 BC.__ CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD. o --- - -10+33. 81 ECN�wDnQT Qnen - -- 1 + 4 _ DWG. NO. 300. (LENGTH OF OPENING PER PLAN) 9 -� 11 +30 . 69 BC 24" RCP X ' ING EX . 21 WTR . ® INSTALL 24" RCP (D-LOAD PER PROFILE) BEDDING PERcn - PROP . 18" RC P R - -- - BOT S. D . =1419 . 2fi - RCFC & WCD STD. DWG. NO. M-815 0 PER DWG 4-967 j 2 - 3 - TOP WTR . =1415 . 99 EX . 21 " WTR 94 REMOVE CONCRETE BULKHEAD —LINE D - 48" RCS-=— - Q 95+27 . 58 PALOMA WASH PER D-1333 SEE SHEET 3 - - -- -- l =10+Q. . 00 LINE AA 1 1+76 . 08CD -1 - 36" RC—LAT D NTERSECTIO �- - - - s 24" R X ' IN -SEE SHEET 3 - C . L E � ---- - _ - 1 1+54 . 25 EC` -- : -- BOT S .. D . =1420 . 36F TELE I N T o - -r - - = - __ TELE 1419 1 - - 0 PROP . 4 CELL 5 - __ LINE AA _ - _ _ � __ DATA TABLE 00 HX8 W RCB�- _ _ _ _ _ - -- - - r_ -- r 80 - PER DWG 4-967 =- - -- - --_ r _ - -- �/W - , -PROP . STORM DRA I - ---- _ _ / - \ _ _ y _ NO BEARING/DELTA RADIUS LENGTH TANGENT NOTE � - - 1 N44° 30 ' 50 W -- 6 . 24 -- LINE AA Q r ' ` PER p �, 4-973 �� 'i 97+16 . 21 NEWPORT ROAD 74 " O C .B . 2 0 R/W PER I NSTR ��7= # n - -- �- �� # 2 45 00 00 22 . 50 17 . 67 9 . 32 LINE AA 2008-0140063� W=4 H=2 . 9 -- -- 3 N89° 30 ' 50' 96 . 89 ' LINE AA o O . R . 3/21/2008 '� — — 4 60000 ' 00" 22 . 50 ' 23 . 56 ' 12 . 99 ' LINE AA i f 5 N29030 ' 50"W -- 41 . 23 ' -- LINE AA PALOMA z CHANNEL TORM DRAIN PER C/) .DWG 4-973 PROP GRAING. D CITY CENTER --- z PER BGR 060293 SITE cif Q O U7 f L J 1 O lif 40 0 40 80 120 > J 0 GRAPHIC SCALE z PLAN IP060020 PM 34275 M S y o %7' 0 BENCHMARK: DATE: 1970 ELEV: 1495.886 FESS/ PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND COUNTY OF RIVERSIDE PROJECT NO. % 00 DIG-ALERT 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC ��e Y M. "q�F WATER CONSERVATION DISTRICT o Q�,OpESF�� TRANSPORTATION DEPARTMENT PALOMA WASH CHURCH AT SUN CITY, 54 FT NORTHEAST OF PDVERP17LE �� 40810 COUNTY CENTER DRIVE, surrE 100 ��' �s NEWPORT ROAD 4-0-00098 �AL1L #16193, 29 FT EAST OF MURRIETA ROAD. AND 2 FT ABOVE z ■ ■ ■ y i VED BY: STORM DRAIN LATERALS DRAWING NO. 0 THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CORNER c) No.69395 r^ TEMECULA, CALIFORNIA 92591-6022 No.. 45702 z17) 1W . QF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A VATER Exp.6/30/10 � CONSULTING 951.676.8042 FAX 951.676.7240 ■ www.RBF.com �.', /?•1Z•� 4-980 METER, 2 FT SOUTH OF A MARKER POST, SET A BRASS DIS oc Exp. 12/31/08 Q AT LEM 71M0 OA11rs IN A CQNCRETE PAST. * * PREPARED BY: ANTHONY M. COTTS 69395 -0c ALAN D. FRENCH DATE: LINE AA STA 10+09.90 TO STA 11+95.49 < YiOU on Q EXP DATE: 6/30/1 0 s �1� LINEN CATCH BASIN #1 SHEET �' o �qr c�v+�. ,� fit ci r�� o �� F Eo � 4 of 4 u�oAot�n s8�ALERT F OF CAL\F� —� OF soUn*M DATE: REF. DESCRIPTION APPR. DATE OF C A�� RECOMMENDED DATE: C-) 10 11 12 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED . 74 O - r 0 _ �� CL 1430 Z� 1430 _cW c�Gal _ Z . N V)� ateSLLmy ® O - BACKFILL (V 1421i85 HG� 1420 S=0.00 1Q TA QQN RE 1420 0WSE= > 1419 . 1 z w � If Z ti - - © ul i -- to 00 00 CD to 0 FA aj d cp .vi r- '4-c0 O • ma) + O t` �M r, �� OnN U -- - _ o I NSTA 185.59 LF N 141 24 R D-LOAD=2000 Y A - _Q10 *AS 5.2 - - VMA) = 7.5 FPS UE AA PROFILE SCALE HORIZ. : 1" = 40' PROF 1 L VERT. : 1" = 4' E o DONWERUCTION 0 00 Q CONSTRUCT JUNCTION STRUCTURE NO. 3 PER RCFC&WCD 0 STD. NO. JS228 -- 10+16 . 14 BC__ _ e _ __ -- -- ! - — -- NF WDA RT Qn ems— 74 CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD. o _ 10+33_81 EC _ 1 + 4 _ DWG. NO. 300. (LENGTH OF OPENING PER PLAN) qA 96 11 +30 . 69 BC 24" RCP X' ING EX . 21� WTR . ® INSTALL 24" RCP (D—LOAD PER PROFILE) BEDDING PER cn PROP . 18 RCP P R_; � — - —+--- - BOT S. D . =1419 . 25. - RCFC & WCD STD. DWG. NO. M-815 0 PER DWG 4-967 � � 2 - 3 - TOP WTR . =1415 . 99 EX . 21 " WTR 94 REMOVE CONCRETE BULKHEAD U -LINE D - 48" RCPc --- -- - � 0 95+27 . 58 PALOMA WASH PER D-1333 Q SEE SHEET 3 - =10+Q0 .00 LINE AA - 24 RCP -- E a l —LAT D-1 36 RCP --� - INTERSECTION - - s _ o -SEE SHEET 3 - T - r -- . _- = - - - - __1 1 54 . 25 EC ------ --BOT S . D. X 1420 . 36 = TEL L I --- - NE - -- + _ — 7- - -- o - --- - - TOP TELE . =1419 . 81 - 0 --- o _ PROP . 4 CELL 5 'HX8 'W RCB - -_ - LINE AA — - `00 0 _ -- `-- _ _- _ - 80 _ f_ DATA TABLE -PER DWG 4-967 -- - -- - /W_ �f _ NO BEARING/DELTA RADIUS LENGTH TANGENT NOTE �i � __ _ _ _ _- - - -- --� _ --� ---- - -- - ----/�-�= 44° 30 ' 50"W -- . 24 ' -- � PROP . STORM DRAI PER ,D ( .,4-973 �' ', j' 97+16 . 21 NEWPORT ROAD 74 1 N 6 LINE AA 0 _ 2 45000 ' 00" 22 . 50 ' 17 . 67 ' 9 . 32 ' LINE AA R/W PER INSTR . C . B . #2 2008—Ql4OO63 � � �` � W=4 ' H=2 . 9 ' 3 N89030 ' 50"W -- 96 . 89 ' -- LINE AA 0 O .R. 3/21/2008' 4 60000 ' 00" 22 . 50 ' 23 . 56 ' 12 . 99 ' LINE AA l 5 N29 30 50 W -- 41 . 23 -- LINE AA Z i u / PAWMA OHANOEL __ - �) TORM DRAIN PER \ \;DWG 4-973 .-- PROP . GRAD I NG CITY CENTER ) PER BGR 060293 SITE Q � I, II z Q o 0 U) w 0 40 0 40 80 120 > 0 0 GRAPHIC SCALE z PLANJ IP060020 PM 34275 t-01 5 Ll Q - o BENCHMARK. DATE 1970 ELEV 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS COUNTY OF RIVERSIDE PROJECT NO. �� QR;FESS/oN RIVERSIDE COUNTY FLOOD CONTROL AND J%oVEss/p� PALOMA WASH 00 DIG ERT 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHULIC ��O� Y fr1. �TglFy WATER CONSERVATION DISTRICT o o. F TRANSPORTATION DEPARTMENT NEWPORT ROAD 4-0-00098 CHURCH AT SUN CITY, 54 FT NORTHEAST OF PDVERPDLE �1' 40810 COUNTY CENTER DRIVE, SUITE 100 ,��" a� APPRO BY: DRAWING NO. 0 #16193, 29 FT EAST OF MURRIETA ROAD. AND 2 FT ABOVE Z ■ ■ ■ RECOMMENDED FOR APPROVAL BY: APPROVED BY: �, r STORM DRAIN LATERALS THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CORNER c.j No.69395 m TEMECULA, CALIFORNIA 92591-6022 NO. 45702 Q /) `" 1—� r�M OF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A WATER Exp.6/30/10 CONSULTING 951.676.8042 • FAX 951.676.7240 www.F�F.com W /2-/21' aG 4-980 / METER, 2 FT SOUTH OF A MARKER POST, SET A BRASS DI S Exp. 12/31/08 '� ATLEA/�711�QAtA IN A CONCRETE POST. * * PREPARED BY: ANTHONY M. COTTS 69395 4c ALAN D. FRENCH DATE: LINE AA STA 10+09.90 TO STA 1 1+95.49 Q ■�0l1E YOU OIA 9TF CIV'� O��\Q EXP. ATE: 6/30/10 ✓l'ff jY�� Q��t O LINEN CATCH BASIN #1 SHEET �' C) UNDBIGROUND s�Air OF CAUF DATE: /6r DATE: DATE: U� OF CA C��E RECOMMENDED DATE: 4 OF 4 /�oW � DESCRIPTION AIR• DATE 49 15 0 - Y% SIGNING AND STRIPING PLANS / TRAFFIC SIGNAL MODIFICATION PLANS NEWPORT ROAD AT BRADLEY ROAD ( TS NEWPORT ROAD AT BRADLEY ROAD ( SS McCALL BOULEVARD AT BRADLEY ROAD ( TS MS# 4087 (CUP# 03475) 9 IP# 060020 CONSTRUCTION GENERAL NOTES: < Q TRAFFIC SIGNAL GENERAL NOTES: Of p 'S' p 1. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR APPROVED BY THE 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE MAY 2006 AND/OR JULY 1999 ETHANAC ROAD bi= w ��'9C' O ENGINEER. MAXIMUM SPACING SHALL BE 500'. STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6' OF SLACK IN EACH PULL BOX. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR 3. DETECTOR LOOP CURB TERMINATORS SHALL BE TYPE "A" PER STANDARD PLAN ES-5E. 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 OCCASION BY HIS "P 4. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT � FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 19p AND ELECTRICAL CONDUITS. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 5. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONTROLLER HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. 227-2600. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. J ROUSE ROAD 6. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING UNIMPROVED AREAS 3. SEE CALTRANS STANDARD PLANS ES-1A AND ES-1B FOR SYMBOL AND w ARE DEFINED AS LOCATIONS NOT PROTECTED BY CURB AND GUTTER. ABBREVIATION LEGEND. x z 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PACEMENT. STRIPING 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON THE PUBLIC RIGHT-OF-WAY SHALL p w LAYOUT (CAT-TRACKING) SHALL BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION. BE PROTECTED OR REPLACED, AS DIRECTED BY THE ENGINEER. Q a 8. ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA.) WITH 10' MINIMUM SPACING BETWEEN 5. THE COUNTY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE PRE INDICATED. INSTALL DETECTOR LOOPS 1' BEHIND LIMIT LINE OR CROSSWALK UNLESS HIS RES CONSITRUCTIONBLE FOR AMETHOD OF STREE CLEAN UP ON THCLEANING SHALL BEE COUNTY FDRY SWEEP NG OF ALL McCALL ��AFFECTED BY �� OTWECRWISE INDICATED. LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FILLING PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE INSPECTOR. 9. ALL CONDUIT SHALL BE 2 INCH RIGID STEEL UNLESS OTHERWISE INDICATED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. CHERRY HILLS B0J�VNF@ 10. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 20 FEET N PROJECT OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL INTERCONNECT LOCATION 0 p 11. ALL VEHICLE INDICATIONS SHALL BE 12". ALL SIGNAL HEADS AND BACKPLATES SHALL BE c� SIGNING AND STRIPING GENERAL NOTES: w �0v METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. 12. ALL 12 RED, YELLOW, AND GREEN VEHICLE SIGNAL FACES SHALL UTILIZE LIGHT EMITTING 1. ALL NEW SIGNS, TRAFFIC STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT Q DIODE SIGNAL MODULES. MARKINGS SHALL CONFORM TO CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL RIDGEMOOR ROAD m DEVICES FOR STREETS AND HIGHWAYS (CA-MUTCD), AND STANDARD PLANS AND 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE LIGHT >' SPECIFICATIONS, LATEST EDITIONS. EMITTING DIODE SIGNAL MODULES.Q �� POTOMAC 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS w 7�p DRIVE 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE SHALL BE INSTALLED ON 4"X4" WOOD POST WITH ANCHOR BLOCKS UNLESS OTHERWISE z� RESIDENT ENGINEER. NOTED ON THE PLAN. 3. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND AS DETAIL ON THE SIGNING AND STRIPING PLAN AND AS DIRECTED BY THE ENGINEER. NEWPORT ROAD 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKERS SHALL BE REMOVED BY SANDBLASTING OR GRINDING, AS DIRECTED BY THE ENGINEER. CONFLICTING SIGNS SHALL BE REMOVED. SALVAGED SIGNS SHALL BE DELIVERED TO THE RIVERSIDE COUNTY MAINTENANCE YARD, 2950 WASHINGTON STREET, RIVERSIDE, CA. 5. ALL REQUIRED STRIPING, PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AND CITY OF MENIFEE INSTALLED BY THE CONTRACTORS. 6. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. LOCATION M A P 7. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING 4 INCH YELLOW LINES. 8. THERMOPLASTIC CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12 INCH WHITE STRIPES. 9. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLAN UNLESS OTHERWISE DIRECTED BY ENGINEER. SHEET No. DESCRIPTION LOCATION 10. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF STRIPING. 1 TITLE SHEET - NEWPORT ROAD & 2 TRAFFIC SIGNAL PLAN BRADLEY ROAD 3 SIGNING AND STRIPING PLAN NEWPORT ROAD &BRADLEY ROAD 4 TRAFFIC SIGNAL PLAN McCALL BOULEVARD & BRADLEY ROAD Underground Service Alert CaII:TOII FREE 1 -800 227-2600 TWO WOR1gNG DAYS BEFORE YOU DIG MS# 4087 ( CUP# 03475) IP# 060020 C.I.P. NO. NOTE: COUNN OF RIVERSIDE 7 PLANS PREPARED BY: S.G.# 1149 TITLE SHEET: TRAFFIC SIGNAL INSTALLATION PLAN PLAN CHECK NO. oFEss,o ADVANTEC Consulting E sneers FF AT BRADLEY ROAD PERMIT N0. QROfESS TRANSPORTATION DEPARTMENT 5 �, �R " Traffic + ITS + Communications + Civil ricol WORK CONTAINED WITHIN THESE PLANS ��0 �N p, '�!� p BY:� p o r% '�l Traf SHALL NOT COMMENCE UNTIL AN ,t�• pV '�y yc �� F' FF y�, ENCROACHMENT PERMIT AND/OR A S's 4 y i 21700 Copley Drive Tel: (909) 860-6222 NEWPORT BOULEVARD SHEET GRADING PERMIT HAS BEEN ISSUED. .Wc a 3 W No. 42445 m Suite 350 Fax: (909) 860-6722 SERVICE ADDRESS: No45702 ,� 2 oc Exp.3-31-10 A Diamond Bar, CA 91765 www.advantec-uso.com 26998 NEWPORT RD. 12-��6 DESIGN ENGINEER 1 The private engineer signing these plans is responsible for assuring the accuracy sr 01 1 �� ALA" D c" DATE 1 sr cwl� �� MENIFEE, CA 92584 and county approval of the design hereon. In the event of discrepancies arising after ,fo rF COUNTY OF RIVERSIDEcounty approwl or during construction, the private engineer shdl be respon�ble ��. OF CA1 for determining an acceptable eauYwn and revising the plans for approval by NO. DATE REVISIONS ENGR. APPRO A 42445 Os 09 08 OF 4 the county. RECOMMENDED BY IKE M. GHAHRAMNI DATE LEO K. LEE RCE NO. DATE 88' CONDUCTOR SCHEDULE 44' 44' I 12' 32' i 44' I POLE SCHEDULE AWG. CIRCUIT 1 AAA 6 8 9 l 416U 9 POLE REMARKS 01 3 3 I0) STANDARD MAST ARM H.P.S.V. SIGNAL MOUNTING PPB I.I.S.N.S. LOCATION 02 3 3 3 3 3 ' EX. 1 1/2"C., Y I NO. TYPE HT. SIG. LUM. WATTS MAST ARM VEHICLE PED. 0 ARROW LEGEND q B 03 3 3 3 3 EX. 1-DLC 04 3 3 3 6 b N OA 26-4-80 30' 40' 15' 250 2-MAS SV-1-T (N) SP-1-T 6 Newport EXIST �2 05 3 3 3 3 3 3 3 6 6 I BO 1-A 10' - - - - TV-2-T SP-1-T 8 - EXIST U 06 3 3 3 3 I I C 29-5-80 30' 55' 15' 250 MAS R SV-1-T SP-1-T 8 Bradley EXIST �3 �5 07 3 3 3 3 3 EX. PP#2224714E O MAS R 08 3 3 3 3 3 6 3 3 Q I I (SERVICE POINT) O 1-A(N)** 10' - - - - TV-2-T(N) SP-1-T(R) 2(R) - EXIST ❑2 �4 OLA N (� I OE 26-4-80 30' 40' 15' 250 2-MAS SV-1-T - 2 Newport EXIST 02P 2 2 2 2 2 #14 06P 2 2 2 2 I 7 L / ,y;� OF 28-5-80 17' 50'* - - MAS (R) SV-2-T SP-1-T - - - EXIST 3 �5 ❑7 08P 2 2 2 2 2 4 2 2 I I OG 29-5-80 30' 55' 15' 250 2-MAS SV-1-T SP-1-T - - Bradley EXIST 02PPB 1 1 1 1 1 I I EX. TYPE III SERVICE OH 1-A 10' - - - - TV-2-T - 6 - EXIST 06PPB 1 1 1 1 TO REMAIN I I , 08PPB 1 1 1 1 1 1 1 2 EX. EDGE OF PAVEMENT NOTE: ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE SHOWN: (N) = NEW, (R) = RELOCATED. PPB Common 1 1 1 1 1 1 1 2 1 1 EX. 2"C.1 oo * REVERSE MAST ARM. Spares 3 3 3 3 3 3 3 3 3 3 3-#6 (SERVICE, GFCI GROUND) 14' 12' 1 ' VAR. ** STEEL SCALE: 1"=20' I 7J5U I TOTAL 13 24 27 30 13 24 27 54 15 15 EX. 2 C., 2-#10 (IISNS) i I I.I.S.N.S. 2 2 2 2 2 2 2 8-#12 (LUMINAIRES & PEC) O P.E. CONTROL 6 H 12 # EX. PULL BOX FOR - 7 0 TOTAL 2 2 2 2 2 2 6 2 FUTURE SIC USE �� 04 �---__�, - --_--- 6 ' A Signal Common 1 1 1 1 1 1 1 2 1 1 1 / 6E �' ' � -_--- _ #10 Luminaire 2 2 2 2 2 2 2 NEWPORT _ l --T z 5 TOTAL 3 3 3 3 1 3 3 6 1 3 �. t��- ^�'- - - < 0 1 BOULEVARD 2(N}!2(N) 2(N) 2(N) +% /A% „ -'�) © - - J L\ f EX. 1-1/2"C., 01 - - - - - - - - c �'; o 2 - - - EX. 1-DLC 1 1 1 1 6P 3 08b6P 9 02 2 2 6 --�` 03 8 EX. 1 1/2"C., EX. 3-DLC 06\ _ INSTALL 3-DLC 03 2 2 2 2 — h -- 06 03+08 EVP _ - - - - - 05 - -� _ - _ DET 04 2 2 8 I R9-3a SEE DETAIL "A" _ 05 2(N) 2(N) 08+OLA 9 LOOP M ��< 6 1 1 10' M ' 1 1 ' ao CABLE 06 1(N) 1(N) 1(N) 1(N) I to J Lq 00 1 LO CID N - UD 4#18 07 2 2 `" 4 uO 1 08 2 2 2 2 h �• 1 . I , ' EXIST J i 2(N) 3(N) 3(N) 3(N) 4(N) — I —;�_< 01+06 EVP LOOPS AB TOTAL 5 5 c° 410' 7 3 3 7 16 M —t— - > 30 TYP. 15 TYP. 10. {�' 06 5 M EXIST N DU I T SIZE 2" 3" 3" 3" 3" 3" 3" -3 2" 2" — — — — — — — LOOPS AB — 6 — — — — CROSSWALK��_ Ln CO — ro 5 RL 3 LOOPS AB 1 . 6 ALL CONDUCTORS SHALL BE EXISTING UNLESS NOTED OTHERWISE: (N) = NEW N ' 5J1L / „ = 111L _LO 01 7 R73-6(CA) 05 FOR 6 � 5J1 U I RL 3 111 U FUTURE AB EXIST 1 CALTRANS STD. NOTES (PER CALTRANS STD. PLAN ES-1A) LOOPS RS U_ N 04+07 EVP AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. N !410' `" N I ' �' RL 3 1 S `° J RL RELOCATE EQUIPMENT. TO 02 RS REMOVE AND SALVAGE EQUIPMENT. LIMIT LINE 6 R9-3a EX. R3-4 N 9 /_ ' 2 ; 04+07 EVP ' - - - - - - -;01 0 '" _1 EX. R2-1(55) i= Lq i $ . _- g 9 .. -' 04 04 07 02F''.a _ _ _ _ _ ♦ 02P,' A A o 4 — — — — — - CONSTRUCTION NOTES: ' 2"C. 08P EX. 1 1 r / EX. 3-DLC z----- L_i __1_ �• -- i' a1 EXISTING DUAL 333 CABINET AND TYPE 170E CONTROLLER TO REMAIN. 1-DLC INSTALL 2-DLC \``-- �� -< ---____1% CONTRACTOR TO FURNISH AND INSTALL ALL NECESSARY ` 3 INTEND DNAPEES AN . MODIFY CONTROLLER ASSEMBLY FOR THE ;- - ;--,;, -�__,'Y 9 INSTALL NEW BATTERY BACK-UP SIDE MOUNT CABINET PER RIVERSIDE CONSTRUCTION NOTES (CONT.): 2 8J 7U I O COUNTY SPECIFICATIONS OR APPROVED EQUAL TO THE SATISFACTION OF I '�-, 2 I R PHASE DIAGRAM THE ENGINEER. r4l RS XISTING TYPE 1-A ALUMINUM STANDARD POLE COMPLETE. - , `.� SEE DETAIL "A" 1 20 08+OLA REMOVE EXISTING VEHICLE HEAD. INSTALL NEW TYPE 1-A STEEL STANDARD POLE COMPLETE. � � ;�-- �'�� SIGN LEGEND: INSTALL NEW VEHICLE HEAD PER DETAIL "A". _ Y CONNECT OLA WITH 2 NEW #14-AWG WIRES PER CONDUCTOR SCHEDULE. RL RELOCATE EXISTING VEHICLE HEAD, PEDESTRIAN HEAD, AND PEDESTRIAN PUSH I 3 5L --_ I _� BUTTON TO NEW TYPE 1-A POLE PER POLE SCHEDULE. rQq,� I ; I EX. 1 1/2"C., rOLA 0 EXISTING MAST ARM TO REMAIN. CONTRACTOR SHALL PROTECT EXISTING C) 20 12 12 12 20' 3-DLC G �� WIRES FROM ANY DAMAGE WHEN WELDING NEW TENON TO EXISTING 5❑ FURNISH AND INSTALL CAP TENON ON MAST ARM FOR FUTURE USE. 19' 3 ' 8' 19' 2 03 04 MAST ARM. ALL UNUSED TENON SHALL BE PLUGGED. ALL WORKS SHALL BE PREFORMED TO COUNTY INSPECTOR'S SATISFACTION. © INSTALL NEW 6' TYPE E LOOP IN THE DIRECTION OF TRAVEL, WITH SPACING AS SHOWN 57' 5T R73-6(CA) f_� 4 AND CENTERED IN TRAVEL LANE, UNLESS SHOWN OTHERWISE. ' i NO U TURN RL 114 EXISTING MAST ARM VEHICLE HEADS TO NEW LOCATIONS AS SHOWN ,y ON PLAN TO THE SATISFACTION OF THE ENGINEER. a FURNISH AND INSTALL NEW SIGN ON SIGNAL MAST ARM. SIGN MOUNTING PER CALTRANS STANDARD PLAN ES-7N, DETAIL U. ��, ; EX. 1 1/2"C., o CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY MOUNTING I 1-DLC 05 1 06 1 07 1 08 HARDWARE AND EQUIPMENT FOR THE INTENDED OPERATION. ® FURNISH AND INSTALL DLC IN EXISTING CONDUIT. QUANTITY AS SHOWN. OLA = 01+08 Underground Service Alert 0 CONNECT NEW LOOP WIRES WITH THE EXISTING DLC IN PULL BOX. o cn ( it ' CaII:T011 FREE NOTE: SEE STRIPING PLAN FOR STRIPING DETAILS. W ,.______ DETAIL "A _; (NO SCALE) 1 -800 227-2600 I —' i I sJsu TIMiO IMORMNG DAYS B£FW YOU DIG l MS# 4087 ( CUP# 03475) IP# 060020 C.I.P. NO. I NOTE: COUNTY OF 1�1�DE 7 PLANS PREPARED BY: S.G.# 1149 INTERIM TRAFFIC SIGNAL MODIFICATION PLAN PLAN CHECK N0. QRpfEss/ TRANSPORTATION DEPARTMENT 6 iQgOFESS10 = A.DVAffEC consulting ftineevs WORK CONTAINED WITHIN THESE PLANS �ct0 a �. '�f. APPROVED 6�. 5 O 0 K l ��, Traffx + ITS + c«nmunications + CIA + Electrical NEWPORT BOULEVARD PERMIT NO. SHALL NOT COMMENCE UNTIL AN A, ,y �Q ENCROACHMENT PERMIT AND/OR A 4 s 21700 Copley Wm Tel: (909) 860-6M AT BRADLEY ROAD SHEET r►1 No. 42445 SERVICE ADDRESS: ,,, ran GRADING PERMIT HAS BEEN ISSUED. �0 3 Suite `350 Fox (909 NO-6722 No. 2-31 zz 2 Exp.3-31_10 o aand�Bar, 5 w� tom- 26998 NEWPORT RD. 2 The a er+gi�ar these plans is r ie far assuring the Crvtt �� ALAN D. FRENCH DATE 1 s,� clV11 �� MENIFEE, CA 92584 and county of the design he n. w V.private event of a�,g a�� ,v� - a � COUNTY OF RIVERSIDE county approval or during construction, the private engineer shah be reepana�le ��W. _ ,� �for I- for determining an acceptable solution and revising the plans for apprord by Q N0. DATE REVISIONS ENGR. APPROV. DATE 42445 06/09/08 OFthe 4 RECOMMENDED BY MIKE M. GHAHRAMNI DATE LEO K. LEE RCE NO. DATE q i I ' SCALE: 1" = 40' z 14' 12' 12' VAR. w F= d N toJ J z 1 CD z r- �p Z a- t +O + - 06 N NEWPORT Z C> m 06 ROAD + � W w W9-1 13 cn m rn co X z 13 W4-2 + w z o i m am o - - - - (nto — 14 to r7 Lq _ _ i 150' TYP. 150' TYP. 12 9 """~"~ _ I 8 _ `D L TYPE VI 2 450' M 9 2 TYPE VI TYPE VI 2 M 100' 45, N s- - CD `m° '�-- - — — — — N — — — — — — — — — — N TYPE IV L 2 �_ _ _ � 11 2 TYPE IV(L) � i O 9 231 14 — — _ — — — — — — — — — — N — — � — — — — — — � - N TYPE IV L 2 T' 150' � — — — — — 6 � — — 200 150 ( ) 11 320' 6 N ., �' 4 150' -� cv 5 I N 150' �, 1ao, GPP —14 �. — — _ 18 ' GA. 14 r 150' 1 104 50' 1 N 281' - `r N N 50' 100' `� cv �, 206' _ — — — �n Ln _ — — — — — — 1 � 3 R=50 � 4 10 — — — — — — 14 ^ ^ 150' 7 9 11 CO c14 9 EX. R2-1( _ - - - - - - - - - - - - - - - -7� _ - - - - ` 480' TAPER (® 40:1) 1 z 440' TAPER (® 40:1) 8 14 V) I X W z � � O 20' 112' 12' 12' 20' ' CONSTRUCTION NOTES: SIGN LEGEND: Ol INSTALL 8" WHITE CHANNELIZING STRIPE PER CALTRANS STD. PLAN A20D, DETAILS 38. SPEED THRU ' EX. R3-7 O2 INSTALL THERMOPLASTIC WHITE PAVEMENT ARROW (TYPE AS SHOWN) PER CALTRANS STD. PLAN A24A. TRAMC R2-1(55) LIMIT W4-7(L) MERGE I O INSTALL 4" WHITE LANE LINE EXTENSION PER CALTRANS STD. PLAN A20C, DETAIL 40. LEFT � i ® INSTALL DOUBLE YELLOW LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. INSTALL 12" THERMOPLASTIC WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. RIGHT LANE � © INSTALL 12" YELLOW DIAGONAL STRIPE AT 45'. R3-7(R) MUST -2 TURN RIGHT I i O7 INSTALL 8" WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 378. O8 INSTALL 4" WHITE LANE LINE (TYP. 100'). 20' 12' 1 12' ' 20' O9 INSTALL 4" WHITE DASHED LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. NO � I I RIGHT ' C1 ' 10 INSTALL 4" YELLOW TWO-WAY LEFT TURN LANE LINE PER CALTRANS STD. PLAN A208, DETAIL 32. STOPPING W9-1 LANE o CI R26(S)(CA) ANY END � i 0INSTALL 4" YELLOW MEDIAN STRIPE PER CALTRANS STD. PLAN A20B, DETAIL 29. TIME IX 13 W73A(CA) ' `'j ' ' 12 INSTALL 4" WHITE EDGE LINE PER CALTRANS STD. PLAN A208, DETAIL 278. W i 13 FURNISH AND INSTALL NEW SIGN AND POST COMPLETE. , 14 W73A(CA) TURNS RIGHT q I 14 WET SANDBLAST OR GRIND CONFLICTING PAVEMENT STRIPING AND/OR MARKING COMPLETE. AHEAD t I t I 16' 12' 1�2' 12' 20' ' 1 LEGEND ' { t = EXISTING STRIPING & MARKINGS TO BE REMOVED. = EXISTING STRIPING & MARKINGS TO REMAIN. I = PROPOSED STRIPING & MARKINGS. i 4 = EXISTING SIGN AND POST. 23' 34' 38' 19' L EX. R26(S)(CA) = PROPOSED SIGN AND POST. 57' 57' = EXISTING POWER POLE. 114' 13 W4-7(L) O = EXISTING SIGNALIZED INTERSECTION. JOIN EX. STRIPING Underground Service Alert Call:T011 FREE 1 -800 227-2fi00 MS# 4087 ( GUP# 03475) IP# 060020 1MIO W�f#iG DAYS 8E� YOU IX C.I.P. NO. NOTE: COMW CF RI 7 PLANS PREPARED BY: s G # 1149 SIGNING AND STRIPING PLAN PLAN CHECK NO. �ss1gy TRANSPORTATION DEPARTMENT 6 4�f€ ion ADvANTEC C0�� Engineers NEVVPORT BOULEVARD WORK CONTAINED WITHIN THESE PLANS 4�o U. �. '�!� APPRO%0 BY: 5 v �p K CF�� Traf6a + ITS + cane,daar�:+ as + Bactriaei PERMIT NO. MALL NOT COMMENCE UNTIL R 4 `� yc AT BRADLEY ROAD SHEET ENCROACHMENT PERMIT AND/OR A � .., z 21700 Copley Drive Tel: (909) 8St}-5222 GRADING PERMIT HAS BEEN ISSUED. r' ( ) No. 42445 Suite 350 Faoc 909 860-6722RwCE ADDRESS •2��8 3 °G Exp.3-31-10 Diarmd Bor, CA 91765 www.odvwtec—uso.com 2 DESIGN ENGINEER 26 9 98 N E WPOR T RD. 3 The en�u t s is�� the ,,�� ivl� $�� A1AN D. FrtacH DATE r civil �� MENIFEE, CA 92584 and county approval royal o Ure dea;gn hereon. h t1u avant of diecrepanaies � COUNTY OF RIVERSIDEoo�ty ��. � .. et� �.. �� Ir" determining an actxptable solution and revising the qma far approval by 0 42445 06 09 08 OF 4 county. R DATE N0. DATE REVISIONS ENGR. APPROV. DATE LEo K. LEE RCE NO. DATE <qs*o- x CONDUCTOR SCHEDULE ,o, POLE SCHEDULE 6 , POLE STANDARD MAST ARM H.P.S.V. SIGNAL MOUNTING PPB R.S.N.S. LOCATION REMARKS AWG. CIRCUIT L&AA&Az7 &AAA 01 3 3 3 3 3 3 3 3 3 3 3 N0. TYPE HT. SIG. LUM. WATTS MAST ARM VEHICLE PED. 0 ARROW LEGEND q g 02 3 3 1 3 3 .-�� 2�, �9• O 19-2-80 30' 25' 15' 250 MAS SV-1-T SP-1-T 6 -- McCall EXISTING 03 3 3 3 3 3 3 3 3 3 EX. 1"C., 1-DLC _ _ _ _ _ o "" ` - O 1-A (N)** 10' TV-2-TIN) SP-1-T(R) EXISTING 2 3 04 3 3 3 v �' 05 3 3 3 3 ryA`��Q 31J 24-3-80 30' 35' 15' 250 2-MAS SV-1-T - - - Bradley EXISTING 06 3 3 1 3 3 / oho O4 1-A 10' - - - - TV-1-T - - - - EXISTING OLA * 2 2 1 2 2 2 2 2 2 2 02P 2 2 2 2 2 2 / 50 19-2-80 30 25 15 250 MAS SV-1-T(N) SP-1-T 2 McCall EXISTING 1 3 1-A 10' - - - - TV-1-T SP-1-T 2 - EXISTING 04P 2 2 2 2 SCALE: 1"=20' / 06P 2 2 2 / / 70 26-3-80 30' 45' 15' 250 2-MAS SV-1-T SP-1-T 4 Bradley EXISTING #14 02PPB 1 1 1 1 1 1 Q�' / a8 1-A 10' - - - - TV-1-T SP-1-T 4 - EXISTING 04PPB 06PPB 1 1 i / 90 PPB POST (N) 310 - - - - - - 6(N) - 28' 3' 0 PPB Common 1 1 1 1 1 1 1 1 1 / Spares 3 1 1 1 1 1 1 3 1 1 1 / �4' * ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE SHOWN: (N) = NEW, (R) = RELOCATED. - / 16 ** STEEL q TOTAL 6 13 1 13 1 22 22 22 22 9 19 1 19 19 / - 4 L-- m i2 P.E. CONTROLLER 1 1 © / +?r' S - # TOTAL 1 1 " / :1- - 0 _ Signal Common 1 i 1 1 1 1 1 1 1 1 1 EX. 1.5 C., SIG � _ r ,,; TO EXISTING TRAFFIC v P 10 EX. UG SERVICE FEED POINT 3 ;'�- %` _ ' 02P # Luminaire 2 2 2 2 2 2 2 2 2 2 AT SIGNAL CITY & McOCALR /�%2P �% ,",.�-� �' s � B.C.R. TOTAL 1 3 3 3 3 3 3 3 3 3 3 D �� i �c� t`�• y-s 03 1 a B . 01 1 1 1 MCCALL �L.-�� ''-�' / > DET 02 1 1 1 1 SEE DETAIL B � 2 so3+OL \ BOULEVARD POLE LOCATION -_- _ � A LOOP 02 04 2 2 2 2 2 + SEE DETAIL A 1 3 DETAIL I � 03 CABLE 05 1 1 1 1 � 4 18 ' 1 1 1 EX. 1,5"C., SIC 01 --� ' --- # _ 1 TOTAL 2 2 4 4 4 2 4 4 4 N 235 TO CONDUIT SIZE 1x" 2" 2" 2X�' 3" 3" 3" 2" 3" 3" 3" `�' / ;-t-{ ►02 CROSSWALK " ALL CONDUITS AND CONDUCTORS SHALL BE EXISTING. EX. 1"C., 1-DL q R73-3 ! cv * USE EXISTING SPARE WIRES FOR OLA. t t _ - - _ - --- PHASE DIAGRAM ,11U ; -�----------- ----�T==---- , 235' TO N I P1, I - r CROSSWALK 5 Y EX. R73-5(CA)(MOD) -` 04 co 01 02 03 04 o EX. 2 C., 4-#8 � L0 N SERVICE WIRES I + I 04P 05 SEE DETAIL "B" 06 I t i (?LA ---v - - - -xN 6 1 1 ; 0�4 04 EX. 1.5"C., SIC I ► �_� �' - _� - 04 l�J EX. 1.5"C., SIC OLA = 03+05 '�- +---------- EX. TYPE 1!!-CF SERVICE , <+�'Y.'06P_- �- 9 EX. 1"C., 1-DLC - - CABINET TO REMAIN f % 5 06p /O 8 �- EX. 2" C., 4-#8 SERVICE WIRES 7 CONSTRUCTION NOTES: O 7EX. 1.5„C., SIC EX. TYPE 332 CABINET WITH 4 1 �� ;' ---� TO EXISTING TRAFFIC -- 03+OLA SIGNAL CONTROLLER ❑1 RS EXISTING VEHICLE HEAD. TYPE 170E CONTROLLER �''-- �-'";' SEE DETAIL A _ > NISH AND INSTALL NEW 5 SECTION VEHICLE HEAD PER DETAIL A. TO REMAIN O / --_ AT McCALL & 1-215 RAMPS ❑2 RS EXISTING 3 SECTION VEHICLE HEAD, PEDESTRIAN PUSH BUTTON AND ALUMINUM POLE COMPLETE. L� RL PEDESTRIAN HEAD TO NEW STANDARD. FURNISH AND INSTALL NEW TYPE 1-A STEEL POLE ON EXISTING FOUNDATION. 1 3 CONNECT OLA WITH 2-SPARE WIRES. ❑4 FURNISH AND INSTALL ADDITIONAL LOAD SWITCH FOR THE INTENDED OPERATION 4 \ Y R IN THE EXISTING TYPE 332 CONTROLLER CABINET. 32 Q FURNISH AND INSTALL NEW PEDESTRIAN PUSH BUTTON POST AND ADA COMPLIANT PEDESTRIAN PUSH BUTTON COMPLETE PER POLE SCHEDULE. >� EX. 1"C., 1-DLC Y od /� v CALTRANS STD. NOTES (PER CALTRANS STD. PLAN ES-1A) CB INSTALL CONDUIT INTO EXISTING PULL BOX. --�+ RL RELOCATE EQUIPMENT. \ �- +`- » �, » » Underground Service Alert RS REMOVE AND SALVAGE EQUIPMENT. ; -.% �� DETAIL A DETAIL B `--- _5` (NO SCALE) (NO SCALE) Co11:T011 FREE \ 1 -800 227-2600 'Iw0 wONgNG DAYS 8Ef1tlliE YW 016 MS# 4087 ( CUP# 03475) , IP# 060020 C.I.P. NO, NOTE: COUNTY OF RR430111Z 7 PLANS PREPARED BY: S.G.# 1149 TRAFFIC SIGNAL MODIFICATION PLAN PLAN CHECK NO. TRANSPORTATION DEPARTMENT 6 R IF ss oy ADVAMC Consulting Edgers SHALL L CONTAINED UNTIL AND V S c, � a 'rr�` APPROM BY: J � p K (�t � rrotRc + its + comnwn«xition. + avi + EHcttica WCALL BO _GVARD PEtt�11T NO. ENCROACHMENT PERMIT AND/OR A ,.+ 4 _ z 21700 Copley Drive Td 909 860-6222 AT BRADLEY ROAD SHEET GRADING PERMIT HAS BEEN ISSUED. No. 45702 - • 3 No 42445 Suite 350 I= (909; 860-6722 �u(x ,ann�cc Z 2 E,p.3-31-10 Mmwd 8w, CA 91765 www.*dvantec—LnxLC= 26998 NEWPORT RD. *M Is � ��g , ' C�� ALAN FltENCH DATE 1 ,, csvlW. MENIFEE, CA 925$4 4 The fory o b �� COUNTY OF RIV. ERSIDE� the Oam far oWomO r42445 «� NO. DATE REVISIONS ENGR. APPROV. DATE RECOMMENDED 8Y KE M. GHAHRAMNI DATE LEO K. LEE RCE NO. DATE OF