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900h_spp (2)�_ a ::_' w �. _v.�, �rv�. �,: . o _V to V �4 h1 1 cp l0 0� 0 IR C� 0 0 k l�� �►°► Q•�• ti �F'' h 4� w 42 ro 2/' wLY oig` M (i 1 0 c ° 4& (.P -- !o� 4 2 R�4.36'0® �\ 0 h h h. h� Q) ^n "�f A o FUr. 77C. 1-54-0 4 5 /-7O'0/]L Th n,0Q1wi pt Q, v LLJ Lu 3 % v x��ti� Q ~ N��Q� m W O Q o �r�VA o A. B. CV48 Z&7-41RAI CUel/E DATA ® L 7- -,53' 53' 44 " 30. oo D� g0° 00'!:5' 0 /5, oJo' 29,56' 1.5. 40 O' 40' 80' 120, .5 (f,4 1 " = 4 0 LEGEND PHASE I — — — — -m 114 Q) h 7 r � � N /N1 t �6 v.30 _ r •---� _-- -; 44 2 �; gyp• / ✓; G. !� W R/ W 30 ' WE -S i R�,"1 011 46 -' 44 f.G. E-XISTING 67�RD&O � 4 s. 48 4 to 0PO56.0 s. a ©G; 0 � � � Oar n� �`' t'" � a � � �,, �� �, �I� 0 W /V.A7URAGRAE D G 6n'�? Lp 448 lA� / I FU7VRE-77C. 6-�) 43` 44 ` 14 '00 M C. ;� Profile RESERVOIR AVENUE Scale : I = 40' Horizontal - 45.9? T-. i = 4 Vertical x. 4 N 1 V) L Y EDGE 0/F � R,4 ,DE,Gr 1�OA.D —� U-1 E y"O6E O� 6'�9G'ED °POG' ' 0 _ �l a Ct1 77J 27 ° 45 ' 08"Ei- - S _ ui A6 T 1 % Y 2sw E �a • / ' _ - G/ , X ST 19 LIJ LLJ DE E r ' �!1 OA!5T/4�UCT/0N /V 0 TSS �/w 1 ' REL 0 ATF ; r ,��: , T 4 z 426,q h C ra e s�7 ��s�s�—mss f N � � A.PE $E/N G Y 4 �� PEmovEo Now _62Z- 4 n r n 5 0 Q �} W C ; �_-a. �._�. - -... 87 a PLACE 4 ROAD MIX OVER Of �- -, A.B CL.I1I. (BY CouNTY) Q � , � L �O. JCo d L 1`sQ YrJ.� C1212IL 3 ___." p7{P C77'C ��1rT J®CY^S ��Tr'7TSZF�. e—_ 1( - 4 To D R/'4 1 A' /-f / �Fo�z /�ov veyp ✓/0,/^31 / -.__— ro"R REMavEi PowER f'ot F ! „,/, 6 . 9 30' /,J, L11 OF ¢ 1550 f1 ,�j 48 ox Qj %4) 46 0/ =47 41q, U If 4 4 141 ty 0) .......... ? ,�+ ��ojj,� � 7_77-01 I< j, 1�Q ( I % ��.®o 00 % zoo/ V''f p 53,00 1550 . . . . . . . . . . v, C7, Lz R/W (3 A' �j 48 cj Q) qK 46 Ir % 019 IF 44 4- N T177 '14! L 1�0 0 o/ M 4 1 \, 4- 1. /L" u 1550 (3) 1 -4 � �j Lo 48 to fIX L� 0 QQ I 0' �S, A -T A�IVI 44 '510 fn I Y�_ 4) foo/ vc. 9 X, /'UrUge TC. 47- 3'2'5.0. V P R 0 F1 L E A,”, INTH ,27REET 4 4 sccle 40 Horlzcl 4' verliccl GRADE TO DR 4/V J7 ✓EN07f-5 38 31D 40 41 44 45 4 o w4: lz` 40,t 36 rl 6.c_g. 11';�RIGAT1014 Z30X 1,v/9E cA /_5 Q0 047451,5_57/A/e;7 40 grD 0,p —OIL da A,1 Ai *A 42 43 38 BOX -39 W16g eox A 'A Z¢48MN4 EDGE 0F iG R,4 0&,D R0AO • � 111 A— 7 -1,0E 7_,d M.4 R,4 (f A< TREE ROW SERVO f945 RE l �7 F07 W) 4, ��QN WARP 1�4 �1_1 4 �_71_ FB;6 T wty 8 x j 11 k Li J19 Il- vj m 47 Qj t 4J I N T T R E E T SEE SHEET 2 4, C/-' RESERVOIR AVENUE X/ 129 0 A c, 0 CURB RETURN CURVE DATA L 7 (A) 07" /51 37" 35.00' 53. 30 " 33 3,-,' -LEGEND PHASE I 40, 0 40 80 i 20' 5C,4 LF 40/ 41 /<,Lc- V156 (-7RA DE TO IV, W,::) qFOU 1REMEA,1T5 i REW56 Oc--ef 517-e5 ClliSC _S7,e,-_,ET 5,6CT. J AD2> 4echf c.".p R,-JI15,- -1 -(( _" 47 1560 0 LV 58 F G EX/ST 'C7 G 9 A 0 e 0 R 0. 4.0 (jT 0 62 A 1A 1560 58 a _V!, 451 49 PHASE I c-, -'1n CENTENNIAL ENGINEERING - V _77-7' 3 7'_ �- I -F J17P MOUNTAIN SHADOWS MIDDLE SCHOOL _J- -50 00N5774UCr10A1 6Y 51 6 1560 58 3 INSTALL /8"X II ARCAl C.M.P. C/2GA.) m// STEEL END SECT 4 6,,c-1AN6 FERC -TRAINS D-94 M D. E F2_R C f AIS 4 PL ACE 4' o1?0,of1D Mly J;,Z—R 8" 11B. OZ. 9, 7 -0 f. /61 v" 7 15 NOT CONST S'Y R V. G'©. R 0, 06P 7' 5 -nn ,4 OC -4-,4 (6 E,4.) 7 PHASE I CENTENNIAL ENGINEERING - V _77-7' 3 7'_ �- I -F J17P MOUNTAIN SHADOWS MIDDLE SCHOOL 7 COUNTY OF RIVERSIDE 7 4) 3 4 M.S. 3408 4 . ...... NINTH STREET T, SEE SHEE7 I STREET IMPROVEMENT PLAN 1990 9C-: f2 NIUVIEW UNION S.D. - 9 Iv s - - Al 2Co ' 39 04 " E 13 2f I. Cop. too' O too 200' 300' 400' .500' SCALE I " = /00, STREET IMPROVEMENT CONSTRUCTION NOTES ESTIMATE OF Q NTITIES CLEAR/�/G � GRuB B /ATG XCAVATIOiv /NCL UD/NG C.Y. COMPACTED E/4,8.11V1<MEN7- OC 57'RUCT TYPE A- 8 CURB � GUTTER PER 670. 201, Z.F. 01v5' UCT CURB ONLY (5'R E 15'R) .53.30 CON5794/C CROSS GUTTER � SP.4AT®RE4. PER STOS. 209 -e 209A. O PLACE 4" A. 04'ER 8��A8. C.L.III (�)AR)91-Y FOG SEAL AT O.0!o GAL.%SQ. YD. ) gRE6RAD&,fX167-1A4G RO W,4Y 2575 L•f CONSTRUCT CONCRETE S/ WALK PER 57D5. 400 e ® GRADE 70 DRA IA -1 Goo L F ' P e d 7 QiW 30' le f i4 0 0 RESERVOIR AVENUE 4 RIVERSIDE COUNTY STD. 100 T.I.= SCALE= I1�=10[I FROM STATION Ili -10 TO STATION 11+69 AND 13+96.54 TO 14+10 R/�v Zs 44 55 1 8' 2 _ R/W I I \ PE R/W I / s 24' e 6• SLOPE F UT IJHE S,DE'i4LK I G F�. NINTH STREET 7 RIVERSIDE COUNTY STD. 102 FL)7URE i-xl5r„vr, SCALET.II'"-10�� CURB a ��uTT-F FROM STATION 11+10:62 TO STATION 11+98.20 R/w 30` 15t 5 LO PE� 2't �o RESERVOIR AVENUE RIVERSIDE COUNTY STD. 102 55" 43` 2% --15 } 2 %a T.I.= SCALE = I" = 10" FROM STATION 11+98.20 TO STATION 13+68.20 O 6D.I1.STPCfCT/ON NorES II) ,Mi9l� of Giv,�i✓r�rrs 0 CONSTRUCT 7yPE 4-8 C trR& 061;7F.e PER .Si'D. 20 / 32 8 LF. 2� /°L.9CE 4"Ac. ovE�' 8`°��. C'IASS m 2G6 CY. A)PLy )`0 67 S64LG•9t�s� . y o. 7/ 6/f/­ AL . ® l'oNs7R vCT CoNC'�PEiE S//�E�J�! STDs -Ag '7{¢o% 328 LA 5� ORA!) E 7-0 DRA/.v ® 54 5 L l P� 1-V7' (Ve,6 e6-rD. ® �LAC'E See (j'T>1DE /rl9R�C.PS_ _ 10 E... ® ® Co w ST,eu C> c'ovC . Ati vEsrirs w = .3� X= is' �✓= /G X= 3" 380 54ar 001,1557'RUCT HANDICAP RAMP (2A R ONLY). / EA /O lN5TALL '/4-7014 GROv7Ev RIP -RAP 2®o s.F TO RIVERSIDE eAFRI-Y d,- A.B. C4A55 ZIi L axF �o EA Ji /2 RELOCATE (AOR REMOVE POWER PO . r6Y flErQ s) . 2/5 l3 RE L OCAT& Mr W. D, SIGN. > E'9 12®MOtitA EXf?ESSWgy /¢ AO✓UST M.N. STRUCTURE TO tJ®E W1714 TRAFFIC- )R wo COVER. / �A' /5 R E L O CA776 GUY WIRES. N\ 2 EA /!o REMOVE 7-REE5. TO PERRiS /7 CO"5TRUCT TEMP 4R 4.C. BERM. 9S L.f /$ CONSTRUCT CO . DR/VFWAV, W=18', PER 5T,0. 207 1 CA- .5CIWOOL S/TE �9 lN57ALL PLA /C �U/DE M�JRKERS "TYPE F" PER C.4LTR4N5 STD. ,4-74 A &AVICINITY MAP aCOrV57RL 3 ` H/Gh/ x X00°-TE!/CK CO�lC/4ETE CUT- OFF W4CL 20 L. . (uo7 TO SC,4 L E 2! REtiI E IRR/C�ATION ,SOX (4'x 7� 1 EA. ' N7 CUh'B RED 130 L.P 23 ALL "NO P,d RKIAIG ,4T ,AATY` TlMF " 516"S 4 Est . U F� R, t2' SLO PC 2:g TO SAN JACINTO BENCH MARK M-26-6 N-6. CORN.<R OF LAXE51DE AVENUE E 1v/NTH 57REET, 22' OF L<tKESiDE AVENUE, 2/' N.E. OF 97H STREET, I' N•E. OF MARKER )POST, I ' .5. W. OF RR,Vo, /885807&, A 13R.4.55 0/5C SET /N CO,vCRETE 110057. ELEV47-/0N : 146& r 362 Flill bill 105:11111111111111 li 1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION, PHONE: (714) 787-6111. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT SPECIFICATION FOR THE IMPROVEMENT OF SUBDIVISION STREETS DATED 1982, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 3. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND STORM DRAIN. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (1 4) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT THE RATE OF 0.06 GAL./SQ. YD. ASPHALT EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE CALTRANS STANDARD SPECIFICATION DATED 1984. 5. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STD. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT, PERMIT SECTION FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE DISTRICT RIGHT OF WAY. 8. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STD. 816. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORD. 461. 10. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STD. 207, AS DIRECTED IN THE FIELD. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORD. 460.53 . 12. "AS DETERMINED BY THE ROAD COMMISSIONER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECON- STRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX." 13. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WIHTtN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS " DATED JANUARY 1989. PRIVATE ENGINEER'S NOTICE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUC- TURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIL- ITIES EXCEPT THOSE SHOWN ON THIS PLAN, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTI❑NARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- TION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROP- ERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTI❑N WITH THE PERFORMANCE OF WORK ON THIS PR❑JECT,EXCEPTING FOR LIA- BILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPON- SIBLE FOR, ❑R LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, CENTENNIAL'S NOTICE ANY FIELD INSPECTION, SURVEYING, PLAN REVIEW, RE -DESIGN , CERTIFICATION OR ALTERATION TO THESE PLANS REQUESTED OF AN OFFICIAL OF CENTENNIAL ENGINEERING, INC. , BY THE COUNTY OF RIVERSIDE, THE DEVELOPER, THE CONTRACTOR OR ANY OTHER AGENCY INVOLVED IN SAID PROJECT, SHALL BE PERFORMED ONLY IF PROPER CONTRACTUAL AGREEMENTS HAVE BEEN MADE IN ADVANCE OF PERFORMING ANY WORK, PRIVATE ENGINEER'S OBLIGATIONS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 1990, CENTENNIAL ENGINEERING, INC. NUVIEW SCHOOL DIST. Ai PC � a I hM /10/ 0 ov 9't wj- V 4 fl ol V Y 14) eAlsr.- Gloell AO er -f514 GG oww/w .fes= 03G p iii tvi 0 All 0)) 64 4& Ar P/tA 0* ...... ...... A, Lo -0 4 *Z o 0N4 q tin A, 4 Z (9 . tk ["q 0. 36,% 7 7--c- not 4 7 99 if ' ,Oe TO P4"1A1 Rlw Z @ iu ty LL- 10 to0 CIQ Q( C4 Zk IJ Z6741,0`A/ CURVE DATA 7- AL 23 53 44 30,00 44 05 Aq6 90 0000 ro 0,�, fi LEGEND R4ASE I 40, 0 0 40' 0' /Zo PHASE Z--- 5 C,4 L- E = 1"=40f 4-0 r R/ W 3 0 tyles 7-- 4► jpr A( (9 --------------- -------------- 44 A 1// &X15TIAJ6 6RADC-0 RO,40 C�;) V) Q) t � o 4\ p ,;i� � �� 0 Q) to 0 L:IR 0 po 5 6-'a 5. Q� tj I< C (J1 A"TURAi- OR,406 4%,3 "I q. "L \y/ RIW a m Ik N p Z All 0 3 (v % 50 48 4 & .44 % 7VRE T If CF 43' E,45 7 0,- 44 14 00- M L Profile RESERVOIR AVENUE Scale :I = 40' Horizontal 45 97 1-C I = 4' Vertical 2 W )Z y 6D6,- OF ROA� 14, 9 '- --- -- ---- IIIIIIIIIIINIIIIIIIw. N 112 "ESERVOIR (Phase I , W)t 7- ,etl TIOrV A10T�5 I COAIS,7eaCr 7YPOF e0eg / 6I51772FfRee SIP eOl -27 ,A,Ro,w 10"4-5- TO Xf /0 0 N 9ocwly FOG sc4v AT (ao6 Gqelsz?, yo,) fy uj 571,peAC-144e,'Peof .ST, a ag a/ T- a] CaA15`ree1C7- [:fl J�;MVe- "0. STA. f 1-10. (, 2 T,6 f f,.,6 9.84 ® w Uj COWSI-R,(le" 7- -7C~e e115 7V"- ov 7- PER R1 V CO. STD rr.e&C r xz5l� 10 4 w X w 7- Y) 01V5 TRU C T/ 01V A10TE5 2 2-3 7 rL47 LJ q I qc'v v: RES 141 a► 14 1�16-4 -xp q090 4P 0 46 8EIAI 19 1,, X, k1W *IX --j co -15T 7- cRoss aurreA 5,-AAioRft ?Oe�l 57,06 19 10 1Z 0 13A i1A V i tj : 1 �b n "8 I v PLACE 4 Ro MIX OVER d'A.R CL.X, Y APPLY FOG SE AT (-0- 00 GAL 15r..) ROADWAV 92- P- GR,40e TOORAI^ll ;r 2; RE�CIf47E - - --------- (0R Removes ROW&(? 1'4F- rB Y 0 c4.v-5revcIr X7Ali 0-400 40'/ /�vAse-4r 1A COWS7;�?6IC7- go: IS 7 Z 4 OeV OU -5rAV40.4kp QE MOv& 7- --5. F)_7 If 0,14 5 T CT A -c ,BERM - —� 0`6 C -C,11 C*406^44064 p 10 _ ` 4e NUVIE SCHooL DIST. ';EV3SiONS REV156 GRADE TO M.W.D.REOUI)TEMEA17-5 eREVISE ,DRIVEWAY LOCA710"5 tww R E F& W -SIT -7 Af4f5* 74-fy?A0'- 1.5�06a 4f -I DATE 96;' REG 14 ---- --- APPROVED" By R COUNTi, CAL COMM MISSION AD DATE agiw&�- CENTtNNIAC ENGINEERING 1- 79 E. F�L0R�DA AVE , SUITS I rE R MET, 1--41-jF0E-,N14, 923 8 rj-- A BENC-i MARK 4(-' SEE SHEET I DATE ,JAN. 1990 'u MOUNTAIN SHADOWS MIDDLE SCHOOL COUNTY OF RIVERSIDE M.S. 3408 RESERVOIR AVENUE STREET IMPROVEMENT PLAN I�