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964mm_sl COUNTY OF RIVERSIDE M GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION 79F: DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS COUNTY ORDINANCE NO. 461 AND SUBSEQUENT STREET LIGHTPLAN AMENDI ENT . Q 1 I N 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR I 11 \ ALL WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY. TIMI NOw 3262 7 M2 i 1\ 6+29,35 1 } \i EXISTt G A J. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO 1 I I ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. - --1 I 11 159 SLEEPY HOLLOW LN: I I % k ,o 4. THE PROJECT IS WITHIN 30 MILES OF MT. PALOMAR. WOOLPERT LN. I I 11 P� MONTE VERDE RD. 5. SCE / IID SERVICE PLANNER --- -------------------- , WORK ORDER NUMBER --------------------____-- I I 11 ct3',► P �pL ��' EL CHIMISAL RD. I I 11 0� ANZ4 RD. 1 I % 1 y WMA I � ,111 0�-''►y I I f' I I % \ GLn I I DEER HOLLOANZA n nrn 47+15.86 MONTE VERDE RD i I I 11 -- _ 46+13.06 i - -- 11! CITYOTEMECULA43+21.49 FUTURE 27+62.95 ALTR E CID FUTURE 49+50.09 ---- - - ------- aONrE vERVE-�- � R/W ------ PECHANG A PROJECT INDIAN 50 5 RESERVATION R 40 41 42 - SITE - ----- ---------- VICINITY MAP- - 41+75.71 44+67 21'`+ $:$ 1 - ----- ---- - 51i+ f8- ; SECTION 22, TOWNSHIP 8S, RANGE 2 W, S.B.M. , JURISDICTIONAL BOUNDARY ,� 33 FUTURE FUTURE 117 ON EC R/W� FUTURE /� M r _ NO SCALE �a 111 110 / \ 10+29.71 �\ 34 35 36 1 2fi+50• 7 Il EXISTING CONSTRUCTION NOTES --- 116 �-; 11 , QUANTITIES UNIT 112 i � � � 1 INSTALL 120 VOLT 55 WATT LOW PRESSURE SODIUM VAPOR 8000 LUMEN STRtET LIGHT PER RIVERSIDE COUNTY STD. 1100 35 EA. ,� 11+63.14 11 ` - INSTALL 120 VOLT 135 WATT LOW PRESSURE SODIUM VAPOR, 15 EA R/W\ 113 , ,' 2 +`' 11 22,500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD. 1001 W �R/ i 11 114 / 11 13+83.14 x Qt ����'� R/W 11 , EXISTING xr� / w 11 �R/W , 115 1 R/W\i��/�� \II LEGEND 120 121 �� 1 �" 00 _ , R/W118 111 j �` i o = /��_- /\ PROPOSED STREET LIGHT `r EXISTING STREET LIGHT 61 11 �► -- v_ � eO pN B 1 7i, '�� - _ __ - - �` FUTURE STREET LIGHT R W r �, 60 16+49.557 11 � \ / \ 78 4 �� 2 � 11 I� �I 0 -R/W ep, �� Mgr 1.6 59 k,.q 62'` y�7, 58 o 79 s7 56 (- 122 , 63 S i 18� S MV 77 i� i r?'�p9 //� /---17+58.89 1� 80 1 68 i 18, 50 QN F' TRE �,,,,, � � EXISTING � 64 69 � /� 7X3 517 R W 81 ,\ 76 52 / 55 00 119 � I � T 53 54 82 w�'� 70 65 49 9 1 1 ' 8310+ 00 EDGE LAN '� 0' 4 O1I1 32 16+45. kTREE GT 75 0�Qom' R/W i I 1 12+95.05 19+ 8.57 32 Lo \� 0 ON PL 2 ►@' 89 88 o a 87 84 oZ �' ,�,x p� 74 R/W i 66 OJ 86 85 w 0000, v + z u' 10+89.55 I .� w 00 z � � + o � � 73 z 1 � a0 0_ 43 R/W\ 11 � 10+0 .00 Ti�1 HOU E RO R W + 5 ON BC I z 48 r; 4544N G / \ R/W 72 � X71 , 2 wI a 67 Iv_ � o + a 47 46 0 \I t'� --..j 2+8 .06 ALTREE i / 99 l 18' , 00 o 00 m I R/W 18 - - - - N .- /W 42 r- 11 c 98 R/W I R =11 ,....., _ •R/W R/W� _E NE - c.� _ 19 -� c� 23 11 ` - T L01 E GE LANE - 11 <c 90 3+2 .81 1 41 96 100 o 0 91 92 93 0 4 ' ON R + . 9E lIW R/W1 19+3.90 W 7 R/W r, \I 1_ 94 W 96 101 + ci 10+00. 0 RITTENHOU CT oo � 14+60,19 ST i 3 34 N p 11 - N c 11+03.00 2 `IV 102 + i 35 36 37 + 38 38 40 Ski ►-_-'' R/W i 95 0 103 104 105 106 ® 107 108 109 23p 15+58.0_ 2 N o 11 GRAPHIC SCALE 23 \ 21+58.57 � � 11 � EXISTING 35+24.98 2 2 39 24.98 R/W 2 43+20. 8 2 47+13.00 2 51 11.82 I I , 2 54+ 2.82 2 57+94.4 , ''' 11 100 0 50 100 200 300 - - - - - - - - - 111E � - Q - - - - - - - - - - - - - - - - - R-/W - - - - - - - - - - - - - - - ( 1 C-R- R/W ON ECR o - _ ( IN FEET ) - �35 36 "' _c0 37 38 39 40 41 42 43 44 45 46 4 48 49 50 ' ' 5 52 53 5 55 56 57 L -00 $ 59 SCALE. ' a� r7 LE. 1 100 Ld m --" th 00 LLJ < -- ------ "-� -- ----- ---------- ----------- ------------------- ------- ---- -- --------------- --- rn M ,-. r r 7 - , - R/W �/ �� z n 37+24.98 39+85.02/NZA ROAD 41+22.98 / /45+18.98 1 I 51+69. Mzh RD + - i+ " ,�1 - - - FUTURE 12+38.89 TALLHOUSE RD FUTURE �/ / FUTURE R/W i i 16+85. 81E1T ST I ON ECR 2 55+72 IiVzA-R� / I � � 22+96.77 EL CHI MISAL R OWNED DEVELOPER SEE SHEET NO Z 59+60.48 LS TERRACINA, LLC STANDARD PACIFIC HOMES Q EXISTING 255 E RINCON ST., STE. 200 255 E RiNCON ST, STE. 200 0 z CORONA, CA 92879 CORONA, CA 92879 PHONE: (9511 898-5512 PHONE.- (951) 898-5512 Imo- ry FAX. (951) 8898-5580 FAX (951) 998-5580 z 0 o z Dr- 8114o QEW Rte' R L(1)F, 5?A.-n o �y s�r=Nc�Nf1:� BENCHMARK' ?' HUNSAKER&ASSOCIATES TRACT 32627 M2 IP NO. 070091 sH NO. 0 0 . � FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD ® WORK CONTAINED WITHIN THESE PLANS ��QRoFESs/ \ ` IRVINE, INC FROM THE MISSION SAN ANTONIO DE PALA ATP 6.1 MILES COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN r' ° VOW t �� INLAND EMPIRE REGION '�'°'' � w4 �• � c�,y I SOUTH OF TEMECULA, AT THE SAN DIEGO-RIVERSIDE COUNTY LINE, IN STREET LIGHT PLANS � •-, Ln ENCROACHMENT PERMIT AND/OR A �, 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY 'UNE SIGN, 29.5' "'A" ` aj RIVERSIDE CA 92504 (951)352-7200 SCHEDULEw GRADING PERMIT HAS BEEN ISSUED. /C c m WEST OF THE CENTERLINE OF THE ROAD, 17.5 SOUTH OF THE N0. 58020 21, PLANNING/ENGINEERINGfSURVEYING/GOVERNMENT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A ' W FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET n p U The private engineer signing these plans is responsible for assuring the accuracy II U, etY and acceptability of the design hereon. In the event of discrepancies arising after C �, �/ PREPARED B HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST L C7 1-- eP y 9 9 h 9r v �� R.C.E. N0. 58020 OF SHTS. 0 � U count approval or during construction the rivate engineer shall be responsible ` 'O OFD PROJECTING UP ABOUT 6 INCHES. w n KIIOW Wfi '$b1I":IQW. y aPP 9 P g P MARK BY DATE APPR. DATE \\\ - FOR: L1✓ n for determining an acceptable solution or revising the plans for approval by REVISIONS �� ! ELEVATION BASED UPON THE NGVD 29 DATUM W.O.: COUNTY a � dig' COUNTY STANDARD PA C PAUL HUDDLESTON, J . U.S.G.S. BM. NO. W897 ELEV. = 1255.36 2595-2A FILE N0.' •+� COUNTY OF RIVEmORSIDE STREET LIGHT PLAN TRA C T NO. 3262 7 M, 2 90 91 92 93 94 �,, �L95 96 9T 1© 141 1a2 103 104 105 1l?6 147 408 149 I 34 35 36 37 38 39 4D i l� 61+28.89 00 O 43+20. 8 47+1.3.00 51 11.82 I I cn 54+ 2.8.2 2 57+94.4 � � 39 24.98 2 2, � � EXISTING 35+24.98 2 ' - - - R/ 2 39 4.9 2 R/W - - - - - - - - - - - - - - - 4N C-R- R/W ON ECR ��-------------- ---------- \\ `'- EXISTING DIRT ROAD - - - - - _ - nt - - - - - - - - - - - - - - - -- ---------- „ � 00 62 63 --------- ----- 00 41 42 43 44 45 46 4 48 49 5.0 ,,-� 5 52 53 54 55 56 5 �n 89 _ 60 35 ,, 37 38 39 ` '0 - 4 - - r_92- , ANZA ROAt? ,.. — ----- --- — ----------- ------------------- ------- -- -- R W FUTURE , r R/W� ---i- 37+24.98 / / 41+22.98 I I 49+14.98 - - - -58+79-1$ ANZA-RB- - 59+60.48 - i , FUTURE 15+37,14 ANZA ROAD FUTURE /� ,� 45+18.98 i FUTURE 16+8 .96 BASSETT ST N ON ECR 2 R/Dfl 2 22+96.77 EL CHIMISAL R i EXISTING \ 12+38.89 TALLHOUSE RD FUTURE I I o00 / /� �/ I I 1 I • w o o 17+61.09 EL 01MIS}�.. RD t1` d- °- 25+22.88 FLOOD STLO I 3 '� 0 32 31 30 29 0 28 27 26 / I I 2 R/W R/W o / 10+00.00 FLOOD ST 19+34.76 BOEff Fi QQD STREET R/W 13+10 65 1 R/W co : I 124 109 1 N CR 18 19 20 21 OC I o / I c'� I• --- 1 20+58.761 , 1 1 ' co �o v j R/W 8 11 22 R/W } /, // ,� i i -► R W I I �'-+► 16 R/W �f29 123 I 47 1 1 -4 I 7 12 15 �' 23 tiv 1 R/W .�► N A R/W R/W 22+20.23 1 , i4' 13 ON PL, �A 6 Q�14 25 kp3 I I o \ i - 123 o o � ` o 'I o o � ` o o o � ` LLJ z 0 LLJ \ I N o o � LEGEND o N o \ \ 0 ¢ \ `� PROPOSEfl STREET LIGHT (11,14 Q \ �\ GRAPHIC SCALE \ �� EXISTING STREET LIGHT a 100 0 50 100 200 300 \ - \ `� ­0 FUTURE STREET LIGHT o 0 ( IN FEET ) o �� ui SCALE.• 1 = 100 \ \ �\ CONSTRUCTION NOTES ui \ � 1 In INSTALL 120 VOLT 55 WATT LOW PRESSURE SODIUM VAPOR C z \ 8000 LUMEN STRtET LIGHT PER RIVERSIDE COUNTY STD. 1000 w \ `� 2�- INSTALL 120 VOLT 135 WATT LOW PRESSURE SODIUM VAPOR, L \ �\ 22,500 LUMEN SYREff LIGHT PER RIVERSIDE COUNTY STD. 1001 ry w w �a o z BENCHMARK: TRACT 32627 M2 IP NO. 070091 SHEETNO. L,_ OPS DINE L 5T�4 t0 SEAL-ENGINEER 9 W HUNSAKER&ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE OTE: —~'��\ ONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD COUNTY OF RIVERSIDE IRVINE INCING 0 y���tTfESs/cl , + FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES WORK CONTAINED WITHIN THESE PLANS ��a ' c Nl INLAND EMPIRE REGION STREET LIGHT PLANS �Ik, Yr, Ft SOUTH OF TEMECULA, AT THE SAN DIEGO—RNERSIDE COUNTY LINE, IN SHALL NOT COMMENCE UNTIL AN �ti Qy � 2900 ADAMS STREET, SUITE A-15 ENCROACHMENT PERMIT AND/ORA _ � .- RIVERSIDE CA 92504 (951)352-7200 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' SCHEDULE "p'� � � EN �'� �NO. 58020 � '�" PLANNING NGINEEFtING/SURVEYING/GOVERNMENT RELATIONS WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE Q GRADING PERMIT HAS BEEN ISSUED. �/, /E CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A f�ce �' FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEEL' p In II u, `Q HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST OF SH TS. Lil w The private engineer signing these plans is responsible for assuring the accuracy t C \ / PREPARED B 58020 ✓ vent of discrepancies arising after ��9p I W► 'moi" R.C.E. NO. PROJECTING UP ABOUT 6 INCHES. and acceptability of the design hereon. In the e g \ F r c� I=- ��, of cA��,rte' � FOR: W.Q.: COUNTY. shall be res-onsible TE L/ C.� count royal or dorm construction, the prroate engineer p APPR. DA ,,���„�, of �l O: BASED UPON THE NGVD 29 DATUM u�' v KnOW vVhat'8 be� 1N■ Y approval g MARK BY DATE ELEVATION STANDARD PACIFIC 2595-2A FILE NO. 0- <C acceptable solution or revising the plans for royal b REVISIONS VSA (• for determining an ac ep 9 P aPP Y COUNTY PAUL HUDDLESTON, SJR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 �C ct i�