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938Z -TR 30040 6/30/2007 Street Light Plan Flower Field TR30040-1 Newport Rd,Winter Hawk Rd, WW IN THE COUNTY RIVERSIDE STREET LIGHT LANS FLOWERFIELDS TRACT NO . 30040 - 1 I . EXIST. ST. LIGHT 04 ao SALr � 1 1 ( I - i 1 I1 i I ' SITE - ---__ EXIST. ST. LIGHT i EXIST.R/W r PROP. TYP. TREET r 1 2 3 4 5 6 7D I0N 9 10 11 12 13 14 15 16 iI4+24. ' S f ALL 1 +40.03 TALL 8 1 00.03 TALL r r rye S 1 TREET L TREET LI 17 'IT lf lFf SUN CITE' 11 _ 12 13 14 � � 17 1 _ 20 1 PROP WAY 19 18 VICINITY MW EXISTING 11+36. © INSTAL 1 13+49, 6 INSTAL 1 tt 3 INSTA 1 l-xG Gi 1STALL lo+fi& 1 SECTION 33, TaP 5 s„RANGE 3 W. STREET LIGHT 7 7 ST�ivET LIG S T LIG S T L �'1STREET L T 7 6 6 4 sT�ET L T 75 74 73 72 71 70 69 68 67 66 65 Q0 78 1 63 20 11+99,22 INSTALL 41 42 48 49 50 56 OP. R/W STREET LIGHT 1 79 43 55 57 87+20,95 6 2 N 8 3 L 1 35,53 INSTIL • �? +�REE LIGHT 1 T LIGHT 1 ST LIGHT 1 rr TRACT 80 40 � 44 47 � 51s 54 -. � 58 61 �` r r 1 r 1 .� PROP R/W 1 27+67.$ INSTALL 82 e SIR r r7 L I GH r PLANS IMS R/W 1+86.86 T 45 46 f- STREET IGHT 60 1 TiEET LIGHT 1 24+7&86 TALL PROP. R! 53 59 40 INSTAL L� 81 STREET L T 52 @STJEET LIGHTEll � 19 ( 20 21_ 3 24 - 7 9 21 18 _ _ _ i 20+62 1INST 26+ 01INST L Ltl 1 PROP. fW 1 29+9B,32 INSTAL 2 2 1, s ET LI 33 32 31 TtEET LI T 1 sTET IGHT 38 37 36 35 34 23+ .O8INs L 1 30 29 28 27 26 25 24 23 FUTURE TET CWT STREET LIGHT 90+9ul TALL 1 L�j t STET LINT PM 1 3-15 2 P 12445 / EXIST.R/W P M. 75167 _1 CID /— — — — — — — — — — — — — — — — — — — — — — — GENERAL NOTES 61 RAW 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY STr` r rl L I rHT PLANS OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, CONY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY`S CONSTRUCTION NOTES AND QUANTITIES RIGHT -OF- WAY. INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR, 8000 LUMEN STREET 3.33' - � LIGHT PER RIVERSIDE COUNTY STD. 1000, RESIDENTIAL LIGHTING. -------------------22 EA SIDEWALK 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIM TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL STREET LIGHT ( I 4-1'X 'A' 4'ANCHOR RODS RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. FOUNDATION 2.5' 4. SCE SERVICE PLANNER WORK ORDER NUMBER LEGEND TYPICAL STREET LIGHT POL LOCATION 5. THIS PROJECT IS WITHIN 30 MILES FROM STREET LIGHT-------------------------------------- (PER RIVERSIDE COUNTY STD 0) T14E MOUNT PALOMAR OBSERVATORY. NTS EXISTING STREET LIGHT ---------------------------------------- 0— FUTURE STREET LIGHT ..................................................... PT DIG � j�,JL CALL BEFORE C A I,.l T � SCALE: 1'= 100' YOU I)"I EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS 160 0 100 2€ 0 UNDERGROUAID SERVICE ALERT UNKNOWN. CONTRACTOR TO Cal at mast 2 workkV cloys prior to excavating- VERIFY IN FIELD. SEAL-COUNTY (? YRIVERSIDE SEAL- INEERBENCH MARK: TRACT NO. 30040-1. LP. l4 03'0051 Y ice- WOlW CONTAINED WITHIN THESE PLANS SHALL T tTA AnT1 T ' RICK ENCANEERM CO ; NOT COMMENCE UNTIL AN ENCROACHMENT ?OESS APPROVED BY: �� COLMITY Of RIVERSIDE PERMIT AND/OR GRADW PERMIT HAS BEEN o A. O � � � sm n� W o-w T ISSUED. 12U . . Ae,ft W- . . CA =W-Un• •MX .� FLOWER FIELDS THE PRIVATE SIGNN THESE PLANS IS ` ' '. v 0 9 �.' z PREPARED UNDER THE DIRECTION OF: TRACT I O. 3O040— c RESPONSIBLE FOR THE ACCURACY OF Exp.6-30-06 Exp.6 30-07 OF SHEETS DESK AND ACCEPTABILITY OF THE W= HEREON. MARK BY DATE APPR. DATE ALED . 0 RENEW DATE: IN THE E NT OFANCIES A COUNTY # 41 STREET LIGHT L T ION PLM APPROVAL, CEiNSTRIlGTIT PVATE ENGINEER REVISIONS COUNTY `�SP(MSMILE FOR DETEMMM AN4 civic. �P 4 CIVt�. ��� EDWARD MI RATICAN R.C.E. 46804 ENGREER SHALL BE ACCEPTABLE SOLUTION AND THE PLANS FOR p q� �� l�TpS SCALE: H: r=too' Fes: W.O. Cyr APPRMAL BY THE COMM DESIGNED BY: NO DRAWN BY: DFR CHECKED BY: EIS RI*C MAD BY WILLDAW DAT DATE: REGISTRATION EXPIRES 6-30-47 V: N/A s Geld_13864\864st 11.dgn PLOT DATE:4I ,-IM-2005 tW4 zz. I IN THE COUNTY RIVERSIDE STREE LIGHT PLANS FLOWERFIELDS TRACT NO . 30040 - 2 T Eir SALT r`p --__ ---- - ---_ —_ NO SME t S SIT uzr aM RW or r PM 13152 PM 12445 Ply -75/6-7 SUN CITY 1 EXISTING 12+19.87 FUTURE -- - Q 61 �JTURE VICINITY � STREET LIGHT 6 STREET LICIT 14+25.65 FUTURE '�+95. 20+h-96 INSTALL 93+72.50 F UI 13+25.65 INSTALL STET LIGHT LIGHT EXIST. R/W—� - ; STREET LIGHT 1 --",ISECTI{ 1 33,TOWt+ftP 5 S.,RANGE 3 W. STREE IGHT , STREET LINT 1 - L - - - - - - - - - - -- - - - - - - - - or - Lil -- 93 ALL ~ PROP. R!W18 L 21 2 8 S-�79T IG T 1 ` AA L .� 20 30 35 _ _ 1+3& INST L i6+01. INSTALL 7 TRACT LQ r r 1 f�A�i � .�0 0�I O`3 4 1 STREET IC�#T �J �' 12 1 - LIGHT 1 + FOR R/W 11 3 f r r 7 i 1 r 7 PLANS , INSTALL 11 14 1-- 2 2 W STREET LI T 1 l 3 STREET I€;H'16 ,v �, 19 2 7 31 PR R/ I ~'� t� -� 23 = 1 NSTALL 10 15 18 STET 2 3 7mi EXISTING 95+76.82 TALL 26 LLl STREET LIGHT t LI 1 2 4 2 5 3 3 3 4 g 8 9 16 17 � 1 � �I I EXISTING r) r I r r I I STREET LIGHT aRr r} E Y ROAD GAAN `1 I (� R Cr C ? W CJ � ---r-- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ co I I EXIST. R/W I P IM 6252 R/W I EXISTING I I STREET LIGHT II Io I I '- Ammw- - GENERAL NOTES ••'° 3.33' SIDEWALK 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY ° = OF RIVERSIDE TRANSPORTATION DEPARTMENT. IMPROVEMENT STANDARDS AND STREET LIGHT 4-1'X36'X4'ANCHOR RODS SPECIFICATIONS. COUNTY ORDINANCE N0. 461 AND SUBSEQUENT AMENDMENTS. SCALE: 1'= 100' FOUNDATION --IJ 2.5' PER 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR 100 0 100 200 TYPICAL STREET LIGHT POLE LOCATION AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S (PER RIVERSIDE COUNTY STD 1000) RIGHT -OF- WAY. NTS 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 4. SCE SERVICE PLANNER . WORK ORDER NUMBER 5. THIS PROJECT IS WITHIN 30 MILES FROM THE MOUNT PALOMAR OBSERVATORY. CONSTRUCTION NOTES AND QUANTITIES INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR, 8000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD. 1000. RESIDENTIAL LIGHTING. ..................10 EA DIG ALE T TM LEGEND cl CALL � t STREET LIGHT..................................................................,� BEFORE A4,tT N� EXISTING STREET LIGHT ...................................................o-" YOU W-! EXACT LOCATION OF EXISTING FUTURE STREET LIGHT ..................................................... 1-804-227-2600 UNDERGROUND FACILITIES IS (n,� UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO (� Cal at bwt 2 w€rkkV days prior to axcavatkig. VERIFY IN FIELD. SEAL-MMY CMMY OF RIMSMI SEAL-ENGINEER _, j MC G BENCH MARK: TRACT NO. 30040-2 I.P. No. 0.30105 WOE CONTAINED WITHIN THESE PLANS SHALL A mm Ess COtMI T Y OF RI VERSIf3E NOT C E UNTIL AN ENCROACI NT T AND/OR GRADING PERMIT HAS BEEN A. Q''�t APPROVED BY: � • ISSUED. `� � ' � � Ave,SIL M- ' � -3W• -FAX ' FLOWER FIELDS THE PRIVATE ENGI EE-R SIGNING TIC PLANS IS No.33950 z ; No.466fi4 PREPARED UNDER THE DIRECTION OF: / /V Z TRACT NO, 30040-2 © SHEETS g ISLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 Exp.6-30-07 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALED IN THE EST OFDISCREPANCIES ,RISING Ca�TY oT N DATE: � / _�7 STREET LIGHT LOCATION PLANS APPROVAL OR DURING CtNNSTNCTION,TNT PRIVATE ENGINEER REVISIONS COUNTY c!vi�. �� AEWNMR CCEPTABLE SOLU BE TION A NIEV S FOR DETUMNING AN THE PLANS FOR qTF CA1.�F � / Z qrF G 1 K 14 �� EDiMAN i#ICF L ATIC i R.C.E. 46804 q►UF SCALE: H: 1'=100` g APPROVAL BY THE COUNTY. DESIGNED BY. NO DRAWN BY: DFR CHECKED BY: ENu4f2 DATE• / � REGISTRATION EXPIRES 6-30-07 F • W.O. COUNTY REC D BY WILLDAN DA • V: N/A F • e G:\d_13864\86 4st 12.dgn PLOT DATE: 27-JAN-2005 JN 13864 7 IN THE COUNTY RIVERSIDE STR T LIGHT PLANS ellsi N FLOWERFILDS TRACT NO . 30040 - 3 -- _ _sAtTcft � ---- 4 $ - Q e.Aztr a� � NeWm MAD SIT SUN CITY srr rR , 30040-4 srr TR I 30040-5 STRrrT L 1 GHT PLANS VICINITY MP STREET L 1 AT PLANS - FUTURE � r 1� 1 r SECTION 33,TOW1 SHIP 5 S.,RANG PROP. /W E 3 W. STREET LIGHT 3-1 J 2 34 39 38 37 36 35 34 3 32 1 1 —' R/W 17+70,76 INSTALL 21+ W.51 INST L ._ �� �� 1 STFI€ET LIGHT PROP. Rt STR T LIGH I 6, �4 13 12 11 10 9 8 7 6 PfA t ^ r^ 92+1 81 INST L �I �� rl1 -1/3 1 S T LIGHT P]\A 31 1 -1/3 19+64.87 FUTLIRE + STREET LIGHT 15 10 99, INSTALL1 STR IT LIGHT18 19 5 - - _ - - - 20 16 +39.27 TALL PROP. RIW o. 17 sTiE LIGHT 4 3.33 =. � . . 1 2 1 tt1 L p SIDEWALK �L .: off f EXIST. R/W EASTL 13 "' �-�� 4-1'X36'X4'ANCHOR RODS 3 �� t' FOUNDATION T � 2.5' FUTURE �l7 2 22 STREET LIGHT � -PROP. R/ 25 IN LL STD T TYPICAL STREET LIGHT POLE LOCATION 1 T ROP. R/W LIGHT Pt 1 2 tPER RIVERSIDE NCT COUNTY STD 10001 TREET �- 26 23 31 i 24 1 97+t INSTALL STET IGHTT\4 � 30 27 EXISTING 28 1 W G D ) STREET LIGHT 29 { _ --------------------------------- - --------------------- r� I, GENERAL MOTES _ ---- - EXIST. R/W 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY EXISTING OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND � � STET LIGHT SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR I I AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S RIGHT -OF- WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT t 800 1227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 4. SCE SERVICE PLANAR WORK ORDER NUMBER 5. THIS PROJECT IS WITHIN 30 MILES FROM SCALE: 1` - W THE MOUNT PALOMAR OBSERVATORY. Men CONSTRUCTION NOTES AND QUANTITIES 0 100 200 INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR, 8000 LUMEN STREET @LIGHT PER RIVERSIDE COUNTY STD. 1000, RESIDENTIAL LIGHTING. ...................8 EA LEGEND STREETLIGHT................................................................ FUTURE STREET LIGHT...................................................... 0 DIG A LERD T EXISTING STREET LIGHT....................................................0-- TM I C.r U a BEFOREAtTCI® YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE AaRT UNKNOWN. CONTRACTOR TO Cal at bast 2 working clays price- to excavating. VERIFY IN FIELD. ATE: SEAL-COUNTY COUNTY Of RIVERS10t _ SEAL-ENGINEER - __ SHEET ram. F� G BENCH MARK. TRACT 30040 3 1P. NO. 030106 WORK CONTAINED WITHIN THESE PLANS SHALL ESS 111&W ATM DWARTUM ESSI COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT T AND/OR GRADING PERMIT HAS BEEN Q A. OT APPROVED BY: � � TM sm D109D Ri z Tz�eg � ISM, ' - 'M ABM. - CA - -gam PNPn4M-"W FLOWER FIELDS � No.33950 t No. 46804 Z � PREPARED UNDER THE DIRECTION OF: THE PRIVATE SIB THESE PLANS IS � � � Exp.6-30-07 OF _SHEETS E�sPE FOR ASSEJt THE ACCURACY � Exp.6-3o-06 J -� �� � TRACT N0. 30040-3 1 DESIGN! AND ACCEPTA81UTY OF THE WORK HEREON. MARK BY DATE APPR. DATE AL A. OT DATE: IN THE EMT OF DISCREPANCIES ARISE AFTER COUNTY � � � � STREET LIGHT LOCATION PLANS APPROVAL OR DURING CONSTRLXTION,THE PRIVATE ENGINEER REVISIONS COUNTY J> CIVIL �P ENGINEER SEAL BE RESPONSIBLE FOR DETERMINING AN qTF CI V 1�. `�9� �ti�P EDWARD MICHEL ICAN R.C.E. 46804 ACCEPTABLE SOLUTION AND REVISING G THE PLANS FOR CALIF 2 F_E{ q� L��r SCALE: H: 1 =100' APPROVAL BY THE COUNTY. DESIGNED BY: NO DRAWN BY: DFR CHECKED BY: EMR RECOMMENDED BY WILLDA►N D� DATE: � � REGISTRATION EXPIRES 6-30-07 V: N/A FOR: WA. FILE N w Ge\d_13864\864st[i.dgn PLOT DATE: 27-JAN-2005 JN 13864 I ------------- i IN THE COUNTY RIVERSIDE STR T LIGHT PLANS FLOWERFIELDS TRACT NO, 30040 - 4 EXIST. ST. LIGHT Sam 1 ----_ _ NO scAu t J i I uzr cmt mqu EXIST. ST. LIGHT ' PM SITETj EXIST. R/W i SUN CITY PROP. W VICINITY SAP 1 2 SECTION 33,TOWNSHIP 5 S.,RANGE 3 W. FUTURE - Jj J�J J 3 7 J 6` J 11 STREET LIE�IT ',II EXISTINIG STREET LIGHT 78 44+ FIST L 1 R/W S rREET LIG IfT OP. W 1 rr TRACT 16 13 12 11 10 9 8 79 Sr r IR.A 1 300-40` J SEE r 3 0 O 4 0 18+55.14 TALL no 7t'�i r r�' L J r�'-J r LAN T LIGHT ' GTR r r l LIGHT PLANS 14 15 17 - 18 19 7 2 80 ox 20+07.56 INSTALL 14 sTR T Ll�t�rr—� 81 Furul� 17 17 18 19 6 316 STREET LIGHT 1 +50 INSTALL 1 ROP.R STR1 IT LINT PR . R/ 18 15 5 82 4 FUTURE 19 STREET GHT 1 21 20 1 0 STREET LIGHT PR . R/ 161 22 1 46+5L2 INSTALL 00 STREET GHT 12 1 4 15 T 30 39 PROP. R/W 1 TREET LI T stE ' TlGHT 1 26 27 2 9 - 3 5 2 8 89+37.7; lNSTALL 23 2 4 25 15+2330 WTA11. , 1 STREETIE iT , ST LIGHT 31 12 FUTURE - 19+74M INSTALL • / STR ET LIMIT 1 34 33 9 STREET LIMIT P.M 13-15 FUTURE 3 4 3 9 3 8 3 7 3 6 3 5 1 22+61. INSTALL 2 EXIST. R/W 1 � 7 1 �' GENERAL NOTES STREET LIGH STREET LIGHT it a on as I IN 18 r r 02 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY 1 ` EE } t 1 J 0-4 ` OF RIVERSIDE TRANSPORTATION DEPARTMENT. IMPROVEMENT STANDARDS AND S J R r r r LIGHT PLANS SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. P JM l� �r� R F TORE R/W J � f�it�'. x- 6' 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR P M 11/3 - S BEET LIT' 6 AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S 14 13 12 11 10 9 8 7 RIGHT -OF- WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (80fl) 227-2600 TRACT J , ` AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL SEE �` 03 RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. Slt r r Jf LIGHT PLANS SE TRACT ,�JJ 0-2 xe a r r r �I ' ° o 4. SCE SERVICE PLANNER WORK ORDER NUMBER 1 t r 1 L J JrJ 1 f L 1y 3 33' ° IDEWALK 5. THIS PROJECT IS WITHIN 30 MILES FROM THE MOUNT PALOMAR OBSERVATORY. CONSTRUCTION NOTES AND QUANTITIES STR�TTLI jHT -mot 2.5' ["�� . 4-4'X36'X4'ANCHOR RODS INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR, 8000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD. 1000, RESIDENTIAL LIGHTING. -.................12 EA TYPICAL STREET LIGHT POLE LOCATION (PER RIVERSIDE COUNTY STD 1000) NTS DIG ALEPT LEGEND T. STREET LIGHT....................................................••-•-•---•--•. CALL a SCALE: 1' = IN' STREET LIGHT ...................................................0 - CAUTION BEFORE _ mmmq FUTURE STREET LIGHT ..................................................... YOU W-' EXACT LOCATION OF EXISTING 160 0 100 200 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Cal at mast 2 wOrkkV days prior t0 excavating. VERIFY IN FIELD. STET : SEAL-CO Nei Y COU+t Y d RIW - ����� G � BENCH MARK: TRACT Nd. 30040-4 I.P. Na. 030107 40. WORK CONTAINED WITHN THESE PLANS SHALL TU vopl$FESS . TAT � NOT C UNTIL AN ENCROACHMENTENCROACHMENTAPPROVED BY: ESS COUNTY OF RIVERSIDE� s� � T c T AND/OR GRADI PELT HAS I p A. oT t 1 ISSUED. ,�.. - .gam PWPCMn., . FLOWER FIELQS DMINEER s PLANS �� ► .33950 y �/� l0�. r No.4WD4 z PREPARtwD UNDER THE DIRECTION OF: E FOR THE ACCURACY OF Exp.6-30-06 Exp.6-30-07 TRACT NO. O'O O—THE PRIVATENOW OF SHEETS j DESIGN AND , PTAK.ITY OF THE roc HEREON. MARK BY DATE APPR. DATE HAL - A. QT DATE: . IN THE EVENT OF DI�ANCIES MUSINGAFTER COUNTY ►� � � � STREET LIGHT LOCATION PLANS APPIRMAL OR DLRW CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY � CIV1I- �r s} cfy{l. �� � ENGINEER SHALL IR E FOR DE AN i 4 �+ EDWARD kdICIEL RATICAN ACCEPTABLE SOLUTION REVISE THEPLANS FOR OF Ch0f Z. ,� �� ���F� . f � - SCALE: H: '1'=100' FOR: W.O. COUNTY DESIGNED BY. NO DRAWN BY. DFR CHECKED BY. EMR DATE_ REGISTRATION EXPIRES 6 30-07 V: N/A F AL BY THE COMITY. REC ,:... ! D BY WILLDAN DAT _ PLOT DATE: 27-JAN-2005 JW 13864 G:\d-13864\864st 14.dgn i j IN THE COUNTY RIVERSIDE STREET Ll GHT PLANS FLOWERFIELDS TRACT NO , 30040 - 5 - ols _ -- _—__ --- w se" F mop uzr cat r Rw �I SITE SUN CITY ` I I1 VICINITY MAP i I� - - - - - - - - - - - - - - - - - SECTION 33,TOWNSHIP 5 S.,RANGE 3 W. EXISTS AIM 137 J 6` J STREET I - - - - - 1VJE3 109/8 94 "11 11 EXISTING R/W 111 it 1 1 1+25.07 INSTALL PROP. R/W--toFUTURE S ET LIGHT 10 13 14 15 16 13 STREET LIGHT 11 12 43+60.14 FUTURE STREET LIGHT 8 12 13 _ 14 - 15 _ 16 1 13 7M INS ALL APN 357` J- 02 5 1 7 24 23 ST EET LIGIt 20 17 14 _ 10+70. INSTAL A P N 351` 0 2` 0)4 8 r STR ET LIGH 1 2 2 21 1 T . w PN 35 ` �` �>�� 6 S T LIGHT � 1� 41 4 2 1 FUTURE 2 5 11+37.12 I TALL STREET LIGHT 2 STREET+53.93 LIGHT INSTALL 5 PROP R/W 1 STREET LI ROf'. RI 19 16 PROP. R/W 40 S E r I R A O 1 3 0 0 4 0 4 26 1Q 1, 17r' r 7 i 1 rrJ7PLANS 13+53.24 INSTALL4 1 STREET LIGHT ' 3 CANWY 10' 10, 2 7 47+69. FUTURE -` 2g 38 37 36 35 23 STREET LIGHT � 7* GENERAL DOTES 2 - 1 +58.' TALL ST 1 11+60.60 II S REET LI T PROP. /W 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY STREET LIGHT1 29 30 31 32 14 70 TALL 39 OF RIVERSIDE TRANSPORTATION DEPARTMENT. IMPROVEMENT STANDARDS AND ST T LIGHT 1 SPECIFICATIONS. COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. TO INSTALLED ON SIGNAL MAST-A _ � — — 11 ` jff TER HAWK ROAD 15 17 1 R/W 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR -- --- -r---- AN A 6' AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S ' RIGHT -OF- WAY. _========_ _ - - - - - o - - - - - - - - - - - - - - - - - , EXIST. R/W PRQP. R/W 13+78.00 FUTURE FUTURE 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 STREET LIGHT 10114 STREET LI T AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL ij �� ,l RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 20+23. INSTALL 4. SCE SERVICE PLANNER . WORK ORDER NUMBER " 1 �'�' l t -ram STREET LIGHT s r r C 1 3 0�4� 3 3.33 5. THIS PROJECT IS WITHIN 30 MILES FROM SIDEWALK 1 � �l�1 r r 1 � J rl�� !,1✓�!y� .. . -°. THE MOUNT PALOMi�MAAR OBSERVAT�Y• 1 STREET LIGHT 4-1'X36'X4'ANCHOR RODS FOUNDATION 2.5' 1 _ LEGEND EAMME COURT TYPICAL STREET LIGHT POLE LOCATIQN STREET LIGHT...... ................................... (PER RIVERSIDE NC SUNTY STD 1000) ti EXISTING STREET LIGHT ---------------------------------------------------p_ ' FUTURE STREET LIGHT ----------------------------------------------------- CONSTRUCTION NOTES AND QUANTITIES LEGEND . DIG A 'SCALE: 'N = }' INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR, 8000 LUMEN STREET STREET LIGHT................................................................. �M ALIGHT PER RIVERSIDE 'COUNTY STD. 1000. RESIDENTIAL LIGHTING. .................. 11 EA * �---tt EXISTING STREET LIGHT ................................................... p— CALL 0 200 INSTALL 135 WATTILOW PRESSURE SODIUM VAPOR. 22.500 LUMEN STREET .................................................... � BEFORE .......................................................... 1 EA FUTURE STREET LIGHT . I ym ! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS COUNT DOES NOT REFLECT STREET LIGHTS ON INTERSECTION OF WINTERHAWK AND NEWPORT RD. UNDERGROUND SERVICE PERT UNKNOWN. CONTRACTOR TO ST. LIGHTS TO BE INSTALLED PER TRAFFIC SIGNAL PLANS. Cal at Isast 2 working days prMor t0 excaVatMig. VERIFY IN FIELD. SEAL COUNTY aN VE BENCH MARK: TRACT NO. 3(?0 0-5 LP. l €i. 03© T . WORK COI ITARED WITHIN THESE PLANS SHALL A AR K ,.. -.-._ NOT C UNTIL AN E APPROVED BY: { CO VT)' OF RIVERSIDE �9 T AM�fOM2 GRADING; T HAS MGM � O A. or UN9 tii�Ave.,Se 240•>wE�CA 9�Q7-9�s- ISS D, ' .F - FLOWER FIELDS � Tip PRIVATE THESE PLANS IS ' No.33950 l , ,.46804 ' PREPARED UNDER THE DIRECTION OF: " FOR A THE ACCURACY OF Exp.6-30-f}6 / $ �" TRACT NO. 30040-5 Exp.6-30-07 OF �SHEETS° DESIGN AO ACCEPTABILITY OF THE WORK 1 CK � BY DATE APPR. DATE HALED OT DATE IN THE EVENT OF DISCF"AJCIES ARISM AFTER COUNTY � � - � � STREET LIGHT LOCATION PLANS APPROVAL OR DURING CONSTIRMTHK THE PRIVATE ENGINEER REVISIONS COUNTY c!vi�. Np tr �^4 CI V 1\. �V EDWA1� IICHEL RATICAN R.GE. 46804 EWANEER SEAL 1 RE E FOR DETEINAMM AN F(� CAUF 2 Z (A CAt-�F SCALE: H: 1'=100. ACCEPTABLE SOLUTION A 3 REVISM THE PLAINS FOR 1' w.O. COUNTY APPROVAL 8Y THE COUNTY. DESIGNED BY: NO DRAWN BY: DFR CHECKED BY: E RECOMv4MEN[ Ea BY WILLDANd DAT DATE: REGISTRATION EXPIRES V: N/A F IL PLOT DATE. 27-JAN-2005 JN 13864 Oetd-138b4\8fi4st 5.dg I _ - - - - IN THE COUNTY OF RIVERSIDE IGNING AND STRIPING PLANS GENERAL SIGNING & STRIPING NOTES: ZONE ` � 1 . ALL REQUIRED STRIPING. PAVEMENT MAKERS AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. FLOWER FIELDS TRACT NO , 30040 - 1 - 2 - 3 - 4 - 5 I 1 ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOW ON THE PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 AS DIRECTED BY ENGINEER. I I I 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD I 17 BY THE ENGINEER. I i 1 4. DALE YELLOW STRIDES SHALL HAVE A 3 I14CH PAINTED BLACK ti I1-1 ♦` 1� SEPARATING 4 INCH YELLOW LINES. ._._ . 1 � -�1_*-,�. - r 5. THER LASTIC CROSSWALKS SHALL HAVE 8 FEET BETWEEN 12 o 18 INCH WHITE STRIPES. 7r0 N r R 1 i 78 65 6• TURN ARROWS E E ENGINEER- 19 LOCATDS SHOWN ON THE PLANS UNLESS 77 76 75 74 73 72 OTHERWISE DIRECTED 71 70 69 68 67 66 I ° 7. STRIPING LAYOUT (CAT-TRACKING ) SHALL BE APPROVED BY THE 1 I g 10 Ll 12 11 10 9 79 64ENGINEER PRIOR TO INSTALLATION OF STRIPING. 11 12 13 14 15 16 8 j 8. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN. THE PROJECT AREA 43 44 50 20 STRIPING PLANSMALL BE ACED IN KIND AS AND AS DIRECTED�BYIL ON THE THE RESIDENTNING AM ENGINEER. 51 57 I 8 « r rFOX MEE 7 2 80 42 49 58 56 63 9. SIGNS SHALL BE STANDARD SIZE LN&ESS OTHERWISE NOTED ON THE p E RIVERSIDE I r COUNTY MAINTENANCE YARD. 2950 WASHINGTON STREET. RIVERSIDE. CA- 1 17 2 3 81 4 . �45 48 a 5 « 62 21 I i 24 23 22 21 20 17 14 17 18 19 6 52 5 59 6 -40 6--4 GENERAL NOTES - 18 15 T 00 ffi q 82 _ 40 46 47 c 53 60 61 �J 54 C) 1 . TRAFFIC STRIPES. PAVEMENT MARKINGS RAISED PAVEMENT I 5 2 _ —1 Y —� MARKERS PER CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND 25 41 SPECIFICATIONS. JULY 1999 EDITION. 53 42 19 16 22 21 20 „ ` ffi n 22 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESSOTHERWISE( —4 � 4 0 o E NOTED 04r PLANS. SIGNS SHALL BE INSTALLED ON 4' X 4' WOOD POSTS WITH I ® 4 2 ,, � Q ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON PLAN. 1 0 26 « r - r « V 23 ` `° 30 39 38 37 36 35 34 33 32 31 30 29 28 27 3. ALL STRIPES, SIGNS. AND PAVEMENT MARKINGS SHALL � I " ( 26 REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH 1 3 25 24 COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. ALL STRIPING r 39 2 0 29 AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS ( ► 27 28 DETAILS. 1 38 37 36 35 23 24 25 26 27 ` 4. ALL CONFLICTING STRIPES AND PAVEMENT MAKINGS SHALL BE 31 REMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND 1 2 28 RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. I 2 34 33 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS ( IF 1 29 30 31 32 3 34 39 38 37 36 35 32 ON,� R- I ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVE14ENT MARKINGS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PLIED I N THERMOPLASTIC FORMAT UNLE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SSA o � _; ;_ � SHALL BE AP STIC F APPROVED I - - - - - 6 OTHERWISE. — — — — — — — — — — ?— i — — — — — — - - — — — —� — — — — — — — — — — — — :— — — — — ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB o SITE. I — — — — — — — — 7. THE COUNTY INSTALLS SIGNS. AND PAINTED LAME LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BMW BY THE DEVELOPER OR APPL I CANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL P 6252 ———— 3 1 2 14 13 12 11 10 9 8 7 6 K TO BE DONE BY CONTRACTOR - - -- ----}-------------- BOYNTON LANE -- - ----- ------ - -- ------ ------ - - - - - - - - - == =_ _; - - - - - 8. RAISED REFLECTIVE PAVEMENT MARKERS (RRPM'S) SHALL BE FURN I SHOED 1 - --..._ - -- ---- - , - - - - - - - - - �- r , INSTALLED BY TH£ CONTRACTOR IN ACCORDANCEWITH THE STRIPING � DETAILS SH01�D ON THE SIGNING A4� STRIPIP� Pi�AAi INSTALtAT10N TEA T 3 0-40` - - " ' - `° i _ — tz1 SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS 17F ROADWAY STRIPING. 5 - - - RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH I I 15 16 17 18 l 'EXPRESSWAY' OR 'ARTERIAL' CLASSIFICATIONS. 'S MAY BE REQUIRED 19 20 ON OTHER STREETS AS DEEMED NECESSARY BY THE TRAFFIC ENGINEER. 5 12 13 20 21 28 29 30 1 1 ' --------- __ 4 1 s 'r CHEEK ChAWL '--- ---- « 21 1 I I ---- NO SCAU 11 14i WORK TO BE afldE - I _� 6 19 22 _ --I - -- ------------- --------- -- -- -- ----------- --- ----------------- --------------------- -------- ----- 3 2 27 31 C� THESE IMPROVEMENTS CONSIST OF THE FOLLOWING TO e 1 32 25 22 t7 ' m BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY I > 10 15 23 OF RIVERSIDE TRANSPORTATION DEPARTMENT STANDARDS I 2 18 32 AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARDS 3 7 26 AND SPECIFICATIONS FOR PUBLIC ram( CONSTRUCTION ( E '). T r -4 T 0u I ( ATE I I 31 26 24 23 g 17 34 PRIVATE ENGINEER`S NOTE TO CONTRACTOR I ch 1 4 $ 16 2 4 2 5 3 3 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WGIRK SHOW ON g I OR RELATED TO THESE PLANS SHALL CONDUCT THEIR _ ATI( S SO I —I SUN CITY -----1 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO ( NO THE 11-1 1 I 30 27 ( P 6252 PUBLIC IS PROTECTED. ALL CONTRACTORS SUBCONTRACTORS —— I I ( I SHALL COMPLY WITH THE OCCU#'AT I O�HAt SAFETY AAA HEATH YIG TY t SECTION 33, T I#' ., p � 1 1/3 REGULATION OF THE U.S. DEPARTMENT OF L THE STATE OF I I 29 2 8 --------------------------------- CAL I FORN I A DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AM SWONTRACTORS COMPLIANCE BENCHMARK I ES `"- - Y CONTRACTOR BY COUNTY 8Y CONTRACTOR BY COUNTYWITH SAID REGULATIONS AND ORDERS. .- CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND t RIVERSIDE COUNTY DES I GNAT I ON M-15-83 (RESET) 0 PAINT LAW LINE STRIPE PER DETAIL 12, CALTRANS STD PLAN A20A .••••••........-••....•.... 2,1+47 LF @ FAINT 12-SOLID WHITE CROSSWALK MARKINGS. ................ 443 LF COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS D I NG THE " NAVD 29 ELEV 1451 .592' I 8 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 2U INSTALL 'STOP'SIGN R 1 AND POST.............................................................................. EA Q APPLY 'S� L y PAVEMENT MARKINGS (THERMOPLASTIC), 4 ALL PERSONS AND ND PROP RTY, THAT LIMITED THIS H I S REQU I REMEN I SHALL APPLY AT THE INTERSECTION OF INTERSTATE HWY. 215 AND PER CAt �ANS ST6 PLAN A2 EA NOTTHE NEWPORT ROAD OVERCROSS I NG IN THE SOUTHEAST 0 PAINT CENTERLINE STRIPE PER DETAIL 22, CALTRANS STD A20A ..................................... 929 LF 2 EA THAT THE CONTRACTOR SHALL DEFEND, I N EMN I FY 'A ) HOLD THE CORNER THE OVERCROSSING. 107 EASTERLY OF THE 1 INSTALL 'NO OUTLET SIGN W53A AND POST................................. OWNER AND CiYIL ENGINEER HARMLESS F ANY ALL CENTERLINE INTERSECTION OF INTERSTATE 215 AND 24' 4 'PLY TYPE IV (THE ASTIC) PER CALTRANS STD PLAN A24A. .---•-•.-.-.-....-•.•.•• 8 EA ® 525 LF LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE SOUTHERLY OF THE CENTERLINE OF NEWPORT ROAD. O APPLY 4 SOLID WHITE LINE...................................................... 2 � PERFORMANCE OF WORK ON THIS PROJECT EXCEPTION FOR LIABILITY WESTERLY OF EASTERLY END OF BRIDGE. IN CONCRETE Pi I*T 8'SOLID KITE STRIPE PER DETAIL 38A, CALTRANS STD PLAN A20D. ...................... 995 LF O INSTALL 'RIGHT LANE MUST TURN RIGHT'SIGN RIB-2 AND POST...... 3 EA RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SIDEWALK. AN ALUMINUM DISK STAMPED 'RIVERSIDE COUNTY BENCHMARK M-15-83 RESET'. Q APPLY THERMOPLASTIC "STOP AHEAD'MARKINGS PER CALTRANS STD, PLAN A24D ............... LF INSTALL SIGNAL AHEAD SIGN W41 AND POST.-......-.-.-.---...---..--.....- 2 EA THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND 2,128 APPLY RIGHT EAIIGE LIRE PER CAL TRANS 278, STD PLAN A2f?B 525 LF UTILITIES OR STRUCTURES SH I ON THESE PLANS ARE OBTAINED BY PAINT MEDIAN ISLAND STRIPE WITH RPM'S PER DETAIL 29, CALTRANS STD PLAN A200 ••••••• EA A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENC I NIEER mom AM PAINT 8'LANE DROP MARKING PER CAL TRANS DETAIL 37B, STD PLAN A206 200 LF ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES IN STALL 'NOT A THOROUGH STREET'SIGN W53 AND POST ................................................ EA INSTALL `f HRU TRAFFIC MERGE (RIGHT)'SIGN W74 AND POST 1 EA NON FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING DIG A T O APPLY 'STOP'PAVEMENT MARKINGS (THERMOPLASTIC), PER CALTRANS STD, PLAN A24D EA � INSTALL 'SR'£ED LIMIT'R2-25 SIGN AND POST 1 EA ALL UTILITY AND I RR I GAT I ON COMPANIES PRIOR TO WORK OR SCALE: 1000' EXCAVATION TO DETER 14I HE T14E EXACT LOCATIONS OF ALL LINES INSTALL 'ROAD ENDS 500 FEET'SIGN W31A AND POST EA AFFECTING THIS YA HE K. WHETHER OR NOT SHOWN HEREON. AND FOR ANY .• ................................................... 1 DAMAGE OR PROTECTION TO THESE LINES. e ENGINEER OF WORK DEVELOPER/OWNER QJATI I! QNy R ION NOTE -EA TRACT NO. 30040-1 LP. No. 030f131 RICK ENGI4EERING C(lMF'A#4Y US HOMES/ES/ LEN NAR HOMES THE VERT I CAL DATA SHOWN ON THIS BEFORE T �0 11 IN�.STALL 'LANE ENDS MERGE LEFT 'SIGN W75 AJ1� POST--....... . YOu ' EXACT LOCATION OF EXISTING @ INSTALL PAVEMENT WIDTH TRANSITIONS SIGN WII AND POST................................... EA 1223 UNIVERSITY AVE., SUITE 240 391 NORTH MAIN STREET PLAN IS BASED ON NAVD 29. TRACT NO. 30040-2 LP. No. 030 M RIVERSIDE CA. 92507 SUITE 300 1-8Q�22'�— UNDERGROUND FACILITIES IS 1 ' _ ------. '�4 LF TRACT N0. 34040-3 I.P. No. 0301� (� UNBERGR:t3UND SERVICE ALERT UNKNOWN. CONTRACTOR TO � ANY THERMOPLASTIC 12'SOLID WHITE LIMr�T LINE (STOP LINE)................................ FAX.-(951)(t7828072307 CORONA, CA 92880 7,340PHONE: 951 817-3500 TRACT N0. 30040-4 I.P. No. 030108 Cd ct Hit 2 workk►g days prior to exoavat VERIFY IN FIELD. 0 S�AST REMOVE CONFLICTING PAVEMENT MARKINGS............................................. LF FAX: (951) 817-35�, TRACT N0. 30(140-5 I.P. No. 03fl SEAL-COUNTY COMTY OF RMRSME _ RICKBENCH f:4ART#C: WORK CONTAINED WITHIN THESE M-46 SMALL Rffc 8�75- REVISED IvlffW/9W7 WlNT,��''rVAWfr STIRlPhV6 � i PMU J N� ESSJ COtNTY OF RIVERSIflE NOT COMMERCE UNTIL AN POUT AND/OR GRADW T HAS � �' �S APPROVED BY: sr nieW x airs. Pbr.mix 1� ISSUED. G2 Udme ft A.e..ShL 30.Nmd&6 CA MW-M r.(rnpa"M.FAX PUpen..M.... •3 � - PREPARED SEE ABOVE SIGNING AND STRIPING PLANS THE J�VATE THESE LANs IS � '6► i Jim � �, � DER THE DIRECTION OF. RESPONSIBLE FAR AS THE t1F Exp.6-3U-06 Exp.6-30-07 (ON- SITE) OF 3 SHEETS DESEN AM ACCEPTAIRLITY OF THE VORI( HEMON. MARK BY DATE APPR. DATE H k DATE: IN THE EVENT OF AIDS AFTER CO(MTY � / " " "' TRACT ` APPROVAL 8R CONST XTIDM,THE PRIVATE ENGINEER REVISIONS COUNTY `> CiVI�. � RESPONSIBLE `�4 CIVI\- �tiP EDWARD NICH€L RATICAN R.C.E. 4 4 �_ � • 30040 ACC�7ARLE SOL TNGIINEER SHALL WN AND F€R DETEIVINNING TH PLANS FOR 4� tf .� SCALE: H. 1 -100 AL BY THE CtitpJTY. DESIGNED BY: R0, LAF [)RA4i BY: [ R CHECKED BY: EMR DATE: DATE: REGISTRATION EXPIRES - -07 V: N/A g G:\d_13R64\864stp1.dgn PLOT MATE:06-APR-20M JN TRIM i 7RAC7 30040 -5 EXISTING STRIPING ao 1-x 9 8 7 6 5 4 3 + + EXISTING WALL EXISTING STRIPING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -V-7EXISTING 8'CURB 1 14 1 � LL N 4 W — ----------------- -- — -- --------- -- --- ---- 5 CD N 1 !9w 14 W 41 14 .wIN wit, Ok o C.3 012Z—f Lo v co to LO + + + L ti CONSTRUCTION NOTES EXISTING STRIPING Q1 PAINT LANE LINE STRIPE PER DETAIL 12, CALTRANS STD PLAN A20A x INSTALL 'STOP'SIGN R1 AND POST U3 PAINT CENTERLINE STRIPE PER DETAIL 21, CALTRANS STD A20A ® APPLY TYPE IV (L) (R) ARROW (THERMOPLASTIC) PER CALTRANS STD PLAN A24A. NEWPORT ROAD ® PAINT 8'SOLID WHITE STRIPE PER DETAIL 38A, CALTRANS STD PLAN A200. © APPLY THERMOPLASTIC 'STOP AHEAD'MARKINGS PER CALTRANS STD, PLAN A24D Q7 PAINT MEDIAN ISLAND STRIPE WITH RPM'S PER DETAIL 29, CALTRANS STD PLAN A20B ® INSTALL 'NOT A THROUGH STREET'SIGN W53 AND POST O APPLY 'STOP'PAVEMENT MARKINGS (THERMOPLASTIC), PER CALTRANS STD, PLAN A24D INSTALL 'ROAD ENDS 500 FEET'SIGN W31A AND POST Q INSTALL "LANE ENDS MERGE LEFT "SIGN W75 AND POST Q INSTALL PAVEMENT WIDTH TRANSITI(N+i SYMBOL SIGN WII AND POST Q APPLY THERMOPLASTIC SOLID WHITE LIMIT LINE (STOP LINE) SANDBLAST AND REMOVE CONFLICTING PAVEMENT MARKINGS 190 MUM NOW ® PAINT 12-SOLID WHITE CROSSWALK MARKINGS. CL WN(TER Him Rm WINTER HAWK RD. SEE SHEET NO. 3 2 1 f � 00 i i I i ro i l rn rn I f ,+ n I f R/W i 5 EXISTING CURB 55' LEFT OF CL LO cli 14 1 ------ — 2Q0' -- �.... iv `n a EXISTING STRIPING loor — 4-- 3 .i ' 4 -- 1 ----- -- N ---._-----_ aw -- W 5 � 56 - 7 m 1 i 3 4 5 1 60►vp 1 — — -- --- ------------- ' ----- --- w x cc (Arl < �, AN e "'• Uif - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- - ---- --- --- -------------------------------- - ___ -__- _=_____�___=______=____=______= `V EXISTING CURB 55' RIGHT OF CL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R/W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L '�cir CONSTRUCTION NOTES v+i v a i + x ffJ» 1 43-1 Co rn o 'w L APPLY 'SIGNAL AHEAD'PAVEMENT MARKINGS (THERMOPLASTIC), PER CALTRANS STD, PLAN A24D INSTALL 'NO OUTLET'SIGN W53A AND POST WINTER HAWK RD. ® APPLY 4-SOLID WHITE LINE SEE SHEET NO. 3 INSTALL 'RIGHT LANE MUST TURN RIGHT'SIGN R18-2 AND POST INSTALL SIGNAL AHEAD SIGN W41 AND POST NEWPORT ROAD 2® APPLY RIGHT EDGELINE PER CALTRANS DETAIL 27B, STD PLAN A20 PAINT 8'LANE DROP MARKING PER CALTRANS DETAIL 378, STD PLAN A20B rP INSTALL 'THRU TRAFFIC MERGE (RIGHT)'SIGN W74 AND POST DIG A . I TM CALL CAUTION® BEFORE - ym MG! EXACT LOCATION OF EXISTING SCALE: 1' = 40' 1-800-227-2€00 UNDERGROUND FACILITIES IS - UNDERGROUND SERVICE AURT UNKNOWN. CONTRACTOR TO 40 0 40 80 Cal at mast 2 workkQ drys prior to excavating. VERIFY IN FIELD. E; 1 NEC 8-15- RHV/8 Nfi;rW WtM l'7A; X =MM s AL-cCWY C3MTY I R ITESS BENCH MARK: TRACT NO. 30040 5 I.P. No. 0.30103� WOW CONTAINED WITHIN THESE PLANS SHALL �M ffA �� ;`� T C UNTIL A!! ENCiA�i4T ¢ APPROVED BY: LESS' COUNTY OF RIVERSIDE T AND/ORT �+►S BEEN A. or ' SINGNING AND STRIPING PLANS 2 T ISSUED. 117 r h.ft. - r.,CA Xn.f*'l -FAX ..m. SEE SHEET NO. 1 No.3395fl W No. 4se04 PREPARED UNDER THE DIRECTION OF: TRACT NO. 30040 NEWPORT ROAD © 3 SHEETS -E - THE PRIVATE THESE PLANS IS RE FOR THE LACY OF Exp.6-30-06 44 Exp.s-30-07 DESNN � ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE K D A. DATE: & IN THE EVENT OF DISCREPANCIES AFTER COUNTY � � � � � )246-�� STA 42+97.29 TO STA 48+00.00 W APPROVAL OR CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY `? civl\. �v- � c!v►� �� ENGMEER SHALL BE RE FOR DET' AN 'rE 411.1 EDWARD MICHEL RATICAN R.C.E. 46804 � , � ACCEPTABLE SOLUTION � REVISM THE PLANS FOR G►r` CALF SCALE: H: 1 =40 AL BY THE COUNTY. DESIGNED BY: R0, LF EMR DRAWN BY: LF CHECKED BY: EMR DATE• REGISTRATION EXPIRES 6-30-07 •_ FOR: w.O. COIINRTY REC DATA: V: 1 -4 F g _ 4Z_ _ PLOT DATE:07-�-2005 JN 13U64 G:\d_13A64\864stp02.dgn 12+06.54 CL BITER NAV K ROAD= 15+29.R7 CL CACTM CI EI( COURT NEWPORT ROAD 10+00.00 CL WINTER HAWK ROAD= SEE SHEET 2 CACTUS CREEK 49+59.25 CL NEWPORT ROAD 1 S '6 24 23 22 IRVINE LANE I ter _ R/W � c, a NEW PROPOSED EP -� 4 - - - - EXISTING R/W -� ''� jccDj 0 N - - - - - - - -EXISTIM—EP - - - - - ---- ---- -- - �' 90' S13 14 15 16 `�' 17 18 35' 4 � ' 110, o0 68� — W'/� N 3 35' 5 1 18' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — EXISTING R/W - - - - - - - - - - - - - - - - - - - - - - - - - - - f_XISTING CLJJ B A\' - - - - - - - - - - - - - - - - - - - - - - - - ' 1 Cl) EXISTING R/W - - - EXIS�INi; R7 - - ; R IRVINE LANE � ' N i I W NEWPORT ROAD PLAN. WINTER HANK ROAD SEE SHEET 2 CONSTRUCTION NOTES 01 PAINT LANE LINE STRIPE PER DETAIL 12, CALTRANS STD PLAN A20A O INSTALL STOP'SIGN R1 AND POST O3 PAINT CENTERLINE STRIPE PER DETAIL 21, CALTRANS STD A20A ® APPLY TYPE IV (L) (R) ARROW (THERMOPLASTIC) PER CALTRANS STD PLAN A24A. 0 PAINT 8'SOLID WHITE STRIPE PER DETAIL 38A, CALTRANS STD PLAN A20D. ® APPLY THERMOPLASTIC 'STOP AHEAD'MARKINGS PER CALTRANS STD, PLAN A24D O PAINT MEDIAN ISLAND STRIPE WITH RPM'S PER DETAIL 29, CALTRANS STD PLAN A20B ® INSTALL 'NOT A THROUGH STREET'SIGN W53 AND POST Qg APPLY 'STOP'PAVEMENT MARKINGS (THERMOPLASTIC), PER CALTRANS STD, PLAN A240 10 INSTALL 'ROAD ENDS 500 FEET'SIGN W31A AND POST 11 INSTALL 'LANE ENDS MERGE LEFT 'SIGN W75 AND POST 0 INSTALL PAVEMENT WIDTH TRANSITION SYMBOL SIGN WII AND POST 13 APPLY THERMOPLASTIC SOLID WHITE LIMIT LINE (STOP LINE) 14 SANDBLAST AND REMOVE CONFLICTING PAVEMENT MARKINGS ♦�♦� PAINT 12-SOLID WHITE CROSSWALK MARKINGS. v/ DIDDrP I'= 40� APPLY 'SIGNAL AHEAD'PAVEMENT MARKINGS (THERMOPLASTIC), PER CALTRANS STD, PLAN A24D 1© INSTALL 'NO OUTLET'SIGN W53A AND POST 40 40 a0 18 APPLY 4'SOLID WHITE LINE CAM. C A T I Q N o 19 INSTALL 'MIGHT LANE MUST TURN RIGHT'SING R 18-2 AND POST BEFORE You ram! EXACT LOCATION OF EXISTING INSTALL SIGNAL AHEAD SIGN W41 AND POST 07W 14W-227-26W UNDERGROUND FACILITIES IS INSTALL 'SPEED LIMIT'R2-25 SIGN AND POST UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Cal at bmt 2 workkg days prior- t© excavating. VERIFY IN FIELD. / eC 15 MWI&V A*WftW MWrA*~,*,r i • SEAL-COUNTY CL)I+1 Y OF RMRSIDE AL-ENGTNM �i BENCH MARK: TRACT NO. 30040-5 LP. No. 030108 SHEET NO. WOE( CONTAINED WITHIN THESE PLAN SHALL TRH �"�AT NOT COMA UNTIL AN T ��s' ESsr PE T AID/OR GRADIM PEST HAS BEEN APPROVED BY: COUNTY OF RIVERSIDE © A. OT C J. S� Draw Ri..�nde 0`F.°e° )fix 1tiu�ean 3 I55 V V , I= A Ska_M- .CA -MM. � •FAX �"" SEE SHEET NO. 1 SIGNING AND STRIPING PLANS THE PNIYATE ENGANEEEN SIGNING THESE PLANS IS bpi No. 3 No.46804 z �' PREPARED L)NDER THE DIRECTION OF: NE-SPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 Exp.6-30-07 TR. NO. 30040 ,� ACCEPT ITY OF THE HENEM MARK BY DATE APPR. DATE KH A DATE-: OF —SHEETS DESIGN THE EVENT OF ASS AFTER CITY _Ix / ( / WINTER HAWK ROAD 10+00-14+00,00 APPROVAL ON CMnWTMK THE PNIVATE ENGINEER REVISIONS COUNTY J> civil. ,� 40 E SMALL BE FOR DET AN 4 t 4 EDWARD MICHEL RATICAN R.C.E. 46804 `� CIVi�.. �r �Ut= AND THE PLAN FOR _ - OF q 1 C CAir� SCALE: H - aY THE C"TY. DESIGNED BY: RO, LAF DRAWN BY: RO, LAF CHECKED BY: EMR RECOMMENDED DATE: DATE: REGISTRATWN EXPIRES 6-30-07 V: N/A W.O. CcxwTY G:\d-13864\864stpO3.dgn PLOT DATE:07-APR-2005 JN 13864