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926uu_sppDEPARTMENT RIVERSIDE COUNTY TRANSPORTATION IMPROVEMENT PLANS FOR THE CONSTRUCTION OF z1oiagueluzifflm ------- CITY—LIMIT_ _ �0 GAF` 0 STA nmol... 7+99-23 �! * pm INDEX OF SHEETS: 1 TITLE SHEET NOTES, DETAILS AND TYPICALSECTIONS 3-23 K •..... A ANDPROFILE 24-27 CROSS STREETS AND DRIVEWAY DETAILS 27-36 DRAINAGE STRUCTURES DETAILS 37-40 RETAINING WALLDETAILS 41-43 SIGNING AND STRIPING SHEETS CORONA ORANGE COUNTY GILMAN SPRINGS ROAD BETWEEN 0.7 KM SOUTH OF BOLD STYLE AVENUE AND 3.2 KM NORTH OF LAMB CANYON ROAD > QUAIL RANCH GOLF COURSE A,, �4 hol ■ 19 �pt3 tit Q4 Gi 4st �d 17 �� CS '1® ,7& ,*1 MAP 0 END CONSTRUCTION f0 V F `9 HEMET � FINDIAN � �� gLYTHE r il 0 Mj•a I m m m 0 *[s GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF > AND ` a • OF . OF a •' A DEPARTMENT OF TRANSPORTATION 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLEFOR ANY AND ALL a MIGHT !. OCCASIONED lF FAILURE TO EXACTLY LOCATE 1 a.. .. ANY AND ALL UNDERGROUND . • CONTRACTOR SHALL NOTIFY PORTIONSALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERSGROUND ALERT AT (800)227-2600. 3. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT OF WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE 4. CONTRACTOR LICENSE CLASS A OR C12 IS REQUIRED. PROJECT LOCATION Y'MAP '&V'ff Ito ft; I N I T 1 YL lee-) /_1 ,21,22,27 A S B U I L T P L A N CORRECTIONS NOTED�5-4'00�11. S = 10 m AT PUBLIC ROADS S = 0.6 m AT PAVED PRIVATE DRIVEWAYS i LEGEND A 620 CONTROL POINT HORIZ. & VERT 449.013 (ID & ELEV) +460.53 SPOT ELEVATION BUILDING OUTLINE ° UTILITY POLE •Tj nM UTILITY POLE GUY DENSE TREES DENSE BRUSH CULTIVATED LAND BARBED WIRE FENCE — — n CHAIN LINK FENCE , mom `,Kr REMOVE EXISTING PAVEMENT \ % �, \ J MBGR RSP ROCK SLOPE PROTECTION BCL BEGIN CONTROL LINE ECL END CONTROL LINE _____________________ FLOWLINE --------------------- DRY WASH BOUNDARY WATER VALVE ° SIGN POST TOP TOP OF PIPE -- — — — — — - CONSTRUCT DITCH m CUT 2.4 1.2 SEE TABLE 1 SEE TABLE 1 1,2 SLOPE LT RT ®75 1,21,2 PG 1 2*`$ & VAR 2% & VAR SAME SEE TABLE 2 ELEVATION G I LMAN SPRINGS ROAD STA 7+99.23 TO 0+00 (UNLESS NOTED OTHERWISE) R/W 3.144 2.4 & VAR MEN CONC DITCH _ OG �qR CUT 1 SLOPE SAME ELEVATION �FILL SLOPE 2 X11 PG - 21. G-270 & VARIES mill1 1 E 1 ° •Tj nM , q EMU= M 1 ° ma- o i I�� !I R/W 3.144 2.4 & VAR MEN CONC DITCH _ OG �qR CUT 1 SLOPE SAME ELEVATION �FILL SLOPE 2 X11 PG - 21. G-270 & VARIES mill1 1 E 1 PG ETW 2%g & VARI S % 8 VARIES 1,2 NOTE: CUT SLOPE IS 1: 1,5 FROM STA 63+75 TO 64+80 AC DIKE (TYPE A) FROM STA 19+10 TO 20+88 STA 63+75 TO 64+8Q ROAD SECTION WITH PAVED SHOULDER SOIL NAIL � WALL (SEE SHT 37-40) 2.7 3.6 4.8 ,1 .2 DELINEATOR ROADSIDE RETAINING WALL STA 24+30 TO 25+05 2 5 .1 .2 • ROW I VAR .1 .5 r l r R 2 � CUT TOE OF SLOPE SLOPE 11 • I AC DIKE ( TYPE A) m ) m •Tj nM PG ETW 2%g & VARI S % 8 VARIES 1,2 NOTE: CUT SLOPE IS 1: 1,5 FROM STA 63+75 TO 64+80 AC DIKE (TYPE A) FROM STA 19+10 TO 20+88 STA 63+75 TO 64+8Q ROAD SECTION WITH PAVED SHOULDER SOIL NAIL � WALL (SEE SHT 37-40) 2.7 3.6 4.8 ,1 .2 DELINEATOR ROADSIDE RETAINING WALL STA 24+30 TO 25+05 2 5 .1 .2 • ROW I VAR .1 .5 r l r R 2 � CUT TOE OF SLOPE SLOPE 11 • I AC DIKE ( TYPE A) m ) m 9 "7.00"1.00 446.00 "5.00 G G G V) 0 x mu a) 1-- + <1 ---------- - - --------- co 0 12 3 446.00 445.00 0 I Iyy I r EP �T 0r— 0 (D 444.00 + 444.00 L -p*= 80-000 "3.00 PG ATC cu) 7E - 920 "3.00 114-lq- 1-- 0-� 1 1 1 1 > co 442.00 0 1cr rn C\JCDCD >< Ai _,i -F=- -1 0 0:2 5,4 0 0 (D 0 0 0 442.00 441.00 j 00c) %Zr + 0,) "11.00 + n cL � < 1 w 2-900mm C SP — — — — — — r --w W 2 + CL AT CL 440.00 I i 00LU 440.00 KIE TRA N S ITIdN 4 439-00439.00 438.00 438.00 0 0 437.00 00 0') 437.00 436.00 Ln 0 Ln LO "1- 0 0 Ln p Q (D Ln c\lj co h IZ3- 00 C til <O (\j c\j 00 r4,) IT Lf) 0 ll- Q0 co (NJ Q0 co m rl-) 0 — N ('\J co N,) QO 0 Ln Q0 (D m n lzl- co n F- + c� ro lzr (D 0') rl- Q0 436.00 Izi- t0 Ln Ln 0 Lr) n S3* "T 0011:3- n "T ('--j Q0 IT 0 r1l) Lc) - 0 (D Izzl" Lf) m 0') r1r) 000 r1r) - 0-) C,\j Ln (D CC) 0 (',j - Ln 0 0 Ln m fl- r - 7— 0') m Ln Ln r4-) rn (\j 00 CD Q0 m Ul fl- N') IT C\J CD CD Q0 0') N Q0 0 "To') c\j 00 co cn 00 OZ> 00 {D 00 Ln 0') n 0D r-- U-) cr) n r`-`- (�o 00 Ln Lr) n N (\j m 1} rl� r,; c� r� (dc� (�k tf (� (\j ST N.16 - - .6 - (� 616 IT 'T lzs" 1z, IT 0 C) �T 0 0 1�3- "T 0 0 - Q 618 61c; 1�1, I- I- 61c; ;I- "T cdc; rl,) CT mo 0-)0-, (7) r1r) IT 00 r) rc)ln 0-, cr) m n r4l) cdoo rn rl() m r,-) 00 r") 435.00 'IT :LLa-,3- T IT 'T -,1- 11435.00 j 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 0 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 X .... ...... 7> -c xx" z 47 - C-0 + x \% v, < F - v --------- - A- �gq 0 -0 0-3-- -,�`pp#j�a1935-7-E- A --97-9 R�MOVi EXIST.WALt-'-,,,-,-,.,,. . ... ... co 392 'fit LID FLANIE IN' SMT _._PP#1 10+80.000 M WIDE SLOPE ESMT E --------- PP#1 979391 P Wl 97 89E -0000 197,��393E P# . .. . ..... ......... .. EXIST. R/VV -- - ---- -------- - ------ XIST. RN' x f /T\ -77: --k= - - - ------- 5x ... ... ...... rr 0 10 20 30 40 50 SCALES: I M - 500M HOR I M = 50M VER W39982E fretric 123 - Ob - 00 q�p U y_--- - --- --------- G ----------- EXIST. RNV-----,--,-- lRl .,z FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION REFERENCE DESCRIPTION APPROVED DATE COLD FL 5AV A.C. DESIGNED BY: G. DAABI P. YAMBOT DRAWN BY: K. POONG/ P. YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI 11 REFERENCE WORK ORDER # A2-0433 A7-031 �f rOT APPROVED I SURVEY NUMBER 6068 GILMAN SPRINGS ROAD rn c FIELD BOOK NUMBER 2186 RECOMMENDED BY: C. SCOTT STALEY DATE: FROM BEG. OF PROJECT TO STA 11+30 CAD FILENAME - ROAD DIVISION ENGINEER RCE No. C42999 G G G ---------- - - --------- 12 3 OCA 1 REFERENCE WORK ORDER # A2-0433 A7-031 �f rOT APPROVED I SURVEY NUMBER 6068 GILMAN SPRINGS ROAD rn c FIELD BOOK NUMBER 2186 RECOMMENDED BY: C. SCOTT STALEY DATE: FROM BEG. OF PROJECT TO STA 11+30 CAD FILENAME - ROAD DIVISION ENGINEER RCE No. C42999 I 11+00 11+10 11+zu 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 1 , rzMa f' ♦ I ®R 13A�ir" .. ..... . ... .. 4".00 1 1 z + ------------- R = 870.000 1 Ll- 202.600 Ft PP* -,-979396E A.C. .PO 99AN MAIN.; ESMT 4".00 443.00 123 - 06,- 003 PP#19793917-E- K I '0' 12 m le i 'A F E XIST e*W 4-�, mt' Q-- PP#1 979395E - - - - - - - - - - - - - - - - - - - - ----- - - - - - - -- - mm 443.00 7-- - - A -4c I 442.00 1 Q 442.00 757 uj "11.00 + 033 > SSS 411.00 0 1 00 0 00 cr) 440.00 + a-) PG AT C� 0 0 0 0 40 440.00 0 C"i llq- ISO 439.00 + 00 30010 439.00 ------ ------- 0 0 "0 ---------------- -------- 438.00 > OG AT CL k 438.00 0 ---------------------------- 04 00 -------------- ----------- 437.00 cr) 437.00 T- + c� n 436.00 Pr) r 7®'#ISP 0 0 436.00 =80-&OYej K t 76-9�0 00 Q0 + 00 435.00 ro 435.00 434.00 L.C. 100-000 K 55.5% 434.00 433.00 '--,r 'co 433.00 0 U-) 0 0*") cD (n r-- M r-- cid r - U-) Oa) mw 0 cD IT �� oirn Or- IT a) O� 9) moi- CD ',T ('0 Orn V) M Ln Orn 00 cr, 0 Om ON l -T C\j M r-- Ott') --l-0 0 CO M f-- 0 IT Ln 00 0-1 (\J -T (D 0'r- M C\J mm 'T f- cD lzl- Nr� co V) Ln r- Q0 Q0 U-) V) co (.0 QO co MN 0 CC) M U-) CD C\j 00 0 oo Orn U-) CO -Z 0 e.o Orn (�j 0 Qo I- %T C 0 0'j O\j rn uo 0 U-) 0 Ln M �-o CO r- CO r- Q0 Q0 Ln j- Ln C\j z3- 0 C\j N rl (\J n r1l) rl-) n 1- u) �7r U-) 00 W al m 0- (.0 IT CC) wo 6 C5 rn ro 0')00 In ro M 00 nn CO n c`) 1; M CC) r") n 0L co n n c; OG ro rn 00 co co 00 co co n Go co n rn is CO n ro CO OD OG nMnn ct OD 00 OG 1� ro 0z) 00 001-- n ro co Mn 00 r-- ry-) CO n 00 12, N -'n 00 t-- n rn 00 r- co rl- ro n OG DOS.) 00 fl- a; rl- CO 1- cl; fl- c� CO n n cn� n c� 00* ro ro Ci) 0) 0-)(3) 432.00 Ll rn rn �2432.00 I 11+00 11+10 11+zu 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 1 - - - - - - - - - - - - - - - - - - - - - - --- , rzMa f' ♦ - - - - - - - - - - - - - - - - - - - - - - --- j G- - - ------- G - - - - - - - - - - --A A - - - - - - y- .. . .......... 1.8 M WIDE SLOPE E :00 -v --- - - - - - - - - - - - 8 -cl. Ditel 3 SEE DETAIL ON SHT. 29 . ..... . ------ 8-0004mm CSP 0 10 20 30 40 60 SCALES: I M 500M HO R I M - 60M VER REVISIONS DESIGN SECTION DESCRIPTION DESIGNED BY: G. DAABI P. YAMBOT DRAWN BY: K. POONG/ P. YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI TP. GAS 1.six IDf go PE ESM Q� zr22) - 0 APPROVED at_, I 17TAIN Ill a Mcmp -- CONSTRUCT OVE EX E EXI ILMAN P R AD FROM I 1 +00 TO 14+80 A" VER BASE CL.2 SEE TAM 2 I ING CULVERT EW DRAINAGE IMPROVEMENT PER DEfAIL SHEET ING AC PAVEMENT WORK ORDER # A2-0433 A7-0310 FIELD BOOK NUMBER 2186 CAD FILENAME - SHEET NUMBER 4 OF 43 , rzMa f' I ®R 13A�ir" .. ..... . ... .. T = 101.710, z + ------------- R = 870.000 1 Ll- 202.600 Ft PP* -,-979396E A.C. .PO 99AN MAIN.; ESMT 123 - 06,- 003 PP#19793917-E- K I '0' 12 m le i 'A F E XIST e*W 4-�, mt' Q-- PP#1 979395E - - - - - - - - - - - - - - - - - - - - ----- - - - - - - -- - ------------ 7-- - - A -4c I j G- - - ------- G - - - - - - - - - - --A A - - - - - - y- .. . .......... 1.8 M WIDE SLOPE E :00 -v --- - - - - - - - - - - - 8 -cl. Ditel 3 SEE DETAIL ON SHT. 29 . ..... . ------ 8-0004mm CSP 0 10 20 30 40 60 SCALES: I M 500M HO R I M - 60M VER REVISIONS DESIGN SECTION DESCRIPTION DESIGNED BY: G. DAABI P. YAMBOT DRAWN BY: K. POONG/ P. YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI TP. GAS 1.six IDf go PE ESM Q� zr22) - 0 APPROVED at_, I 17TAIN Ill a Mcmp -- CONSTRUCT OVE EX E EXI ILMAN P R AD FROM I 1 +00 TO 14+80 A" VER BASE CL.2 SEE TAM 2 I ING CULVERT EW DRAINAGE IMPROVEMENT PER DEfAIL SHEET ING AC PAVEMENT WORK ORDER # A2-0433 A7-0310 FIELD BOOK NUMBER 2186 CAD FILENAME - SHEET NUMBER 4 OF 43 445 00 4".00 443.00 1 > 0 0 00 > 0 0 00 0 + QO tet" > uj c 8 0 00 00 0 Ln > m 0 0 r- 00 446.00 4".00 443.00 0 c\j + + 442.00 ------------------ lq- llzr 00 'IT 442.00 . . ............... ................ PG *T CIL I 70- 9731h "11.00 441.00 "0.00 3 0 10 03 01, ---------------- 900mm cip "0.00 439.00 -- -- — --41 439.00 L 8 K 79-1179 0IN 4 000- 1 _j ro + 438.00 0 ATCL CL 00. Ld 438.00 437.00 437.00 436.00 436.00 435.00 435.00 434.00 0 �D on c Q0 ON 070 0r`- 019 0 0 cD on ON Ow 017 0 c\j 0 cli 0r- 0r-- Ln u-) Cj (n N (D n 0 —00 w CC) (7)— c"t Q0 N a) N Ln rn fir- "T r- r- 01 N —00 ICU.00 r'- 1- N r- 12T 0;N N') (_O 0c) (7):: m rn 00 Lf) — Ln ,zl- 0 f,- — 0 (7) n ko Q0 (,7)0 — N IT rl- C) 00— 'T N 0') OD C\j 0 �r n Ln — U-) n zz. 0 cc) rl- rl- Ln Ln r— N 001 00Q0 N n IT 0 n n rr� ('0 �T cc) co 0 r__ 0 CXD 0 0") N N Ln (_0 r- cy) mm 00 N N �T Ln u') 00 I_ Q0 00,0 00 n 0-) r- mm cr) 0 0-) a) M 000 r.- Ln (D rte 't�j- 0) �T 00 r- cl) c� rl)l"o (3,) (�o c� c� ly) rn 0-) rn c� rr) c� c� Om rn llz- n 0 C� n 0 0� • c� r") n —0 1�3_ 1�1_ I IT �T 'T -;I- C\j — r�� — — Nl- 1 —Z3 - I —T c; c; c; 433.00 "1- �TJT ,I- 1�r 'ZI-I "Tj�r �J-pzu- Q_ 1�1_ IC3, lq_ lzT IT 1�3" M zzr '�T l;T T IT zz-�433.00 14+50 14+60 14+70 14+80 14+90 16+00 15+10 15+20 15+30 16+40 15+50 15+60 15+70 16+80 15+90 16+00 16+10 16+20 16+30 16+40 16+50 16+60 16+70 16+80 16+90 17+00 17+10 17+20 17+30 17+40 17+50 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 ti ti .... ..... .. .. --- CO x=,13" 20"10"R T m 10 + 9ASS'39"R R = 870.000 T = 75.688 R = 870.000 L 202-500 40 :9 �_A -------- 777\ t7 PP#1 979 `951E 41 A.C. geM�j gpAIW P#1 9 7 95-9 8 E- __-EXISTI, RIV'7.7- ---------------- -------- F7 lb+UU H.P. QA3 t INF;. IST. RNV Ed MIOLTIMMIM CONSTRUCTION NOTES @CONSTRUCT AC OVER AGG BASE CL -2 - SEE TABLE 2 REMOVE,EXISTING CULVERT g*- rrR Iff-At SWEEY REMOVE EXISTING AC PAVEMENT 0 10 20 30 40 so SCALES: I M - 500M HOR I M = 60M VER PP#1979399 1: 7,717 - - - - 16+00 12 0 6_ 0,o -t L a 150.995 P ' -'9,.79400E, p#i' + 7 H -.P- 0 0 6 gaignmaigme auk DESIGN SECTION DESCRIPTION DESIGNEDDAABI P. YAMBOT DRAWN BY: K. POONG/ P. YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI i; MR00, /+ PP#1979401E/, CO _77 r AIL jo� CIO, .2,9 m 6 c p/ i "N- I 1 � # 1 APPROVED toTT S� GILMAN SPRINGS ROAD CIVIL 40Z.Z(*. 1Z-1 FROM STA 14+60 TO STA 18+30 NO. C4M RECOMMENOM BY: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER RCE No. C42999 REFERENCE WORK ORDER# A2-0433 A7-0310 �06 li SHEET NUMBER 5 OF 43 13+00 13+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00 19+10 19+20 19+30 19+40 19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+60 21+60 21+70 21+80 (P STEEPEN DITCH SIDE SLOPE TO KEEP SLOPE IN R/W 3 v; Ct 00 0 Ar ID? -4, C I 29A14'I X, -9 --E t DAS P P #, � Mv,, .8 - ----- 26 Pl- T 82.167 R 315.000 cv 2 _a) . ..... 4 - NJ c'u r CO L m 160.762 it IleL'J j 0 \2 3 ji 4" 'A-c1'--V0WW t7L2AI -------- --- e9D 4," A.C. VOA6 0 10 20 30 40 50 SCALES: 1 M — 500M HOR IM — 50M VER d 11r r ......... 7_ p I �.A "PP#1979406E ... ..... .. Al_.,.' _ _r.-, .__.• .-�...-'-..a.... T 77,7 AIL RAN _57 L,._ "ne.w,«„�R°'s.'w�w.� w�/.rr^ COURSE ASPHALT LLed! _7 ---------- 1. A FRut, ILI, k 3— 'A I�l Z Jr 77717_� RP#1 -7-9,4 O'. I� U3 ca Eil 432813Ot 02 to us 9 S�M 30 CONSTRUCT AC OVER AGG BASE CL -2. SEE TABLE 2 5 4 _5E P`P]#23_�7 7 8 6 E . ..... E 2 INSTALL MBGR & TERMINAL SYSTEM PER CALTRANS STD. A77A & A77L cs 2 +9 0 0 2 T RELOCATE FENCE AS DIRECTED BY ENGINEER I 3SA16'38"L . ....... cl: RELOCATE POWER POLE (BY OTHERS) T = 104.831 A4 1 REMOVE EXISTING CULVERT ----- ------- R = 3�0 -------- ------- - - .... . . .. . ... L = 202.611REMOVETREE 2 GRADE TO DRAIN 31 CONSTRUCT AC DIKE TYPE'A' PER CALTRANS STD, A87 "N' f 3�5) CONSTRUCT NEW DRAINAGE IMPROVEMENT PER DETAIL SHEET FOR COMPLETE RIGHT-OF-WAYSEE RIGHT-OF-WAY MAPS AT RIVERSIDE_0{QTY OFFICE REMOVE EXISTING AC PAVEMENT REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS REFERENCE iREFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: G. DAABI P. YAMBOT oM APPROVED WORK ORDER # A2-0433 A7-0310 F, TT 41 c, < SURVEY NUMBER 6068 DRAVVN BY: K. POONG/ P. YAMBQT_ - (� Go" I LMAN S' P RINGS ROAD CIVIL m FIELD BOOK NUMBER 2186 RECOMMENDED BY: C. SCOTT STACEY DATE: CHECKED BY: --no. _""" FROM STA 18+00 TO STA 21 +80 =11" %It ROAD DIVISION ENGINEER RICE No. 042999 CAD FILENAME - c Pk, "L. -SHEET NUMBER 6 OF 43 PROJECT MANAGER: FARAH KHORASHADI 94260 Q 449.00 0 Lij wo 449.00 L C-=1 0.000 r--0 448.00 K =3 7.503 c; 448.00 8% SUPERE(EVATION > 'ITI wLLJ SE TRAM 0 0-,-- cr_ 0 447.00 lie 4cr I 1 1 447.00 ---- ------ i� • 0 _j q- 00 Ln 446.00 ,L_ i.-I.I K 7. 338 0 ! __ CO . qz3- iit_ + CII + 446.00 Q0 uj 1q- 1q_ 44COO SL TRANSITION > 1-— 0 cy) + CC) 1 91. IIJ65 -10 445.00 Ld N V4- ql�r c) 00-) > LLL 0 00 0 r- 444.00 0 0 F- W ____�® 0 _-7 444.00 0 00 x CII 0 C\j qq- 443.000 00 IPG AT CL U-) +LL OM - + 00 -"3.00 I cr) 1q_ > v-- "I:D 9% n 442.00 Z) 00 442.00 0 n q Ln • 97$% 71 t- ------- r- 0 00 00 0 1 _j + 441.00 _j + OQ0 00 3.1200 m CSP OLF LLJ CO 1 441.00 ------------ — — ------ ---- ----- LT. a- 0 U-1 N cn "I 0 c\j lqr 440.00 _7 440.00 :2 l....l....c) 1 AT CL I _j +0 439.00 od 0 0 T_ C\j 1- R 0 00 (_0 qI LJ '- 4- 4- 439.00 ry) 00 438.00 0 OL 00 - -I 1 + 00 V.= 'IT— 7;�f n F") 1ZT In �q Ln m Ni - 1'- u7),j- 07) IT LC),T 00 C' 438.00 00 0 OQ nT M n QD C) -1' �D IZT cr) co C\J 00 C\� (_0 (D r-- r- r,-) CC) a) 0 N Oj n t- — Ln 00 00 �D 00 0 co n 0_)_ r-- 0 (D c C) C\J (\j IT Q0 c\j cr) 0-) �D In Ln 0 coo M 0� ro U-) 0 (_0 cr) oj t,-- LC) r- N -J n 0-) C) U-) oo c\j - P- Ic 0 �7 c� 0c) Fn M Ls') C\J L(-) r- 0-) re) 0 F-- -0 �r 'T F--- 00 00 (n 00 00r) -0') r,) c:) - Ln 00 C\j (N n 00 Ln ;:10 Izy ver I I c� c� r� ro* "n zl_ I ",I- I "T 4 37.00 1IT T 'q- 'g- -,rT Srq- I'T q- 'TrT - 1"T "T I 1 -Tr 417,0" 13+00 13+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00 19+10 19+20 19+30 19+40 19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+60 21+60 21+70 21+80 (P STEEPEN DITCH SIDE SLOPE TO KEEP SLOPE IN R/W 3 v; Ct 00 0 Ar ID? -4, C I 29A14'I X, -9 --E t DAS P P #, � Mv,, .8 - ----- 26 Pl- T 82.167 R 315.000 cv 2 _a) . ..... 4 - NJ c'u r CO L m 160.762 it IleL'J j 0 \2 3 ji 4" 'A-c1'--V0WW t7L2AI -------- --- e9D 4," A.C. VOA6 0 10 20 30 40 50 SCALES: 1 M — 500M HOR IM — 50M VER d 11r r ......... 7_ p I �.A "PP#1979406E ... ..... .. Al_.,.' _ _r.-, .__.• .-�...-'-..a.... T 77,7 AIL RAN _57 L,._ "ne.w,«„�R°'s.'w�w.� w�/.rr^ COURSE ASPHALT LLed! _7 ---------- 1. A FRut, ILI, k 3— 'A I�l Z Jr 77717_� RP#1 -7-9,4 O'. I� U3 ca Eil 432813Ot 02 to us 9 S�M 30 CONSTRUCT AC OVER AGG BASE CL -2. SEE TABLE 2 5 4 _5E P`P]#23_�7 7 8 6 E . ..... E 2 INSTALL MBGR & TERMINAL SYSTEM PER CALTRANS STD. A77A & A77L cs 2 +9 0 0 2 T RELOCATE FENCE AS DIRECTED BY ENGINEER I 3SA16'38"L . ....... cl: RELOCATE POWER POLE (BY OTHERS) T = 104.831 A4 1 REMOVE EXISTING CULVERT ----- ------- R = 3�0 -------- ------- - - .... . . .. . ... L = 202.611REMOVETREE 2 GRADE TO DRAIN 31 CONSTRUCT AC DIKE TYPE'A' PER CALTRANS STD, A87 "N' f 3�5) CONSTRUCT NEW DRAINAGE IMPROVEMENT PER DETAIL SHEET FOR COMPLETE RIGHT-OF-WAYSEE RIGHT-OF-WAY MAPS AT RIVERSIDE_0{QTY OFFICE REMOVE EXISTING AC PAVEMENT REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS REFERENCE iREFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: G. DAABI P. YAMBOT oM APPROVED WORK ORDER # A2-0433 A7-0310 F, TT 41 c, < SURVEY NUMBER 6068 DRAVVN BY: K. POONG/ P. YAMBQT_ - (� Go" I LMAN S' P RINGS ROAD CIVIL m FIELD BOOK NUMBER 2186 RECOMMENDED BY: C. SCOTT STACEY DATE: CHECKED BY: --no. _""" FROM STA 18+00 TO STA 21 +80 =11" %It ROAD DIVISION ENGINEER RICE No. 042999 CAD FILENAME - c Pk, "L. -SHEET NUMBER 6 OF 43 PROJECT MANAGER: FARAH KHORASHADI 94260 m 0 10 20 30 40 60 CONSTRUCTION NOTES 0 CONSTRUCT AC OVER AGG BASE CL -2 - SEE TABLE 2 RELOCATE POWER POLE (BY OTHERS) REMOVE EXISTING CULVERT CONSTRUCT DRIVEWAY APPROACH PER DETAILS CONSTRUCT TYPE IX INLET PER RCFCWCD DWG CB107 GRADE TO DRAIN RECONSTRUCT WATER LINE CONSTRUCT RETAINING WALL PER DETAIL SHEET 3740 CONSTRUCT CONCRETE DITCH PER DETAIL SHEET REMOVE EXISTING AC PAVEMENT rii� ic malzm=11101 F 0 &rQQ14-PL-IFTE--V1Q--VT--Qr-- [I ul TV& V V QFFIQF REVISIONS DESIGN SECTIONii DESCRIPTION DESIGNED BY: G. DAAB/ P. YAMBOT CHECKED BY: I ® A F -w 174 L. T-76.879 R = 400.000 L = 151.906 APPROVED <hZ-Z<p-0x- RECOMMENDED BY: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER RCE No. C42999 'F*42 9 0 3 0 0 E 1 Z14 j 4:4 pi� SAWIP 462.008 . 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G) CONSTRUCT AC OVER AGG BASE CL -2 - SEE TABLE 2 . 91�� 9 ILT F ii� @ INSTALL MBGR & TERMINAL SYSTEM PER CALTRANS STD, A77A & A77L , I 9;1 RELOCATE POV*R POLE (BY OTHERS) FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE . . PROTECT IN PLACE .1 I I ,- , , - EXISTING CULVERT REVISION$ DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS IREMOVE CONSTRUCT NEW DRAINAGE IMPROVEMENT PER DETAIL SHEET DESCRIPTION APPROVEDIDATE A2-0433 A7-031 0 1 1 1 ___] I j & � - DESIGNED BY: G. DAAB/ P. YAMBOT - I V,of IRS$ I* * 4 � WORK ORDER # 1 REMOVE EXISTING AC PAVEMENT I ___j I _j 0 10 20 30 40 50 . — A DR WN BY: K. POONG/ P. YAMBOT I -OTT 8 " 0 . � - -ff. �� ; ii SURVEY NUMBER 6068 GILMAN ZSWRING&Sm ROAD) 1C w CIVIL m ,c� Z- Z46 .02- FIELD BOO K NUMBER 2186 It x - SCALES.- I M - 500M HOR 1 M = 60M VIER k I I CHECKED BY: RECOMMENDED BY: C. SCOTT STALEY DATE: FROM 25+00 TO STA 28+80 CAD FILENAME - I I " --n- —cam A ' - ROAD DIVISION ENGINEER RCE No. C42999 1 L= I I I -_ PROJECT MANAGER: I I FARAH KHORASHADI - I , ,,, L % * - , ,__ — I SHEET NUMBER 8 OF 43 I , I . 32+00 32+10 32+20 32+30 32+40 32+60 32+60 32+70 32+80 32+90 33+00 33+10 33+20 33+30 33+40 33+50 33+60 33+70 33+80 33+90 34+00 34+10 34+20 34+30 34+40 34+50 34+60 34+70 34+80 34+90 36+00 35+10 35+20 36+30 36+40 36+60 36+60 35+70 35+80 0 10 20 30 40 50 SCALES: 1M - 500M HOR 50M VER CONSTRUCTION NOTES CONSTRUCT AC OVER AGG BASE CL -2 - SEE TABLE 2 RELOCATE POVER POLE (BY OTHERS) CONSTRUCT NEW DRAINAGE IMPROVEMENT PER DETAIL SHEET REMOVE EXIS11NG AC PAVEMENT P, t' FOR COMPLETE RIGHT -Of -WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION REFERENCE DESCRIPTION APPROVED 1 DATE DESIGNED BY: G. DAAB/ P. YAMBOT DRAWN BY: K. PO NG/ P. YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI •fasal APPROVED r,OTT S , -le 0 CIVIL OZ -24, - 0 NO. C42M RECOMMENDED BY: C. 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YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI •fasal APPROVED r,OTT S , -le 0 CIVIL OZ -24, - 0 NO. C42M RECOMMENDED BY: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER RCE No. C42999 GILMAN SPRINGS ROAD FROM STA 32+00 TO STA 36+80 0 PP#4328635E CAD FILENAME - SHEET NUMBER 10 OF 43 35+50 35+60 35+70 35+80 35+90 36+00 36+10 36+20 36+30 36+40 36+60 36+60 36+70 36+80 36+90 37+00 37+10 37+20 37+30 7+40 37 37+60 37+70 37+80 37+90 38+00 38+10 38+20 38+30 38+40 38+50 38+60 38+70 38+80 38+90 39+00 39+10 39+20 39+30 r- f,.� ` f-% P'9 _A_t A —7 A h r " f— f— I lw 1 ......._..-..-,ATE.___..__.._.__-__._.._:.®__ .� 0 10 20 - is so SCALES: I M = 5 .. s: SOM VER ------------ 123.1 009 CONSTRUCTION NOTES RELOCATE POWER POLE (BY OTHERS) PROTECT CONSTRUCT DRIVEWAY APPROACH PER DETAILS REMOVE EXISTING AC PAVEMENT etric EXISTING GTE FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION REFERENCE DESCRIPTION APPROVED DATE DESIGNED BY. G. DAABI P. 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A77A &A77L LU Jj 3 RELOCATE FENCE AS DIRECTED BY ENGINEER GRA GRADE M DRAIN As 11 L T P L A I 4 RELOCATE LIGHT POLE CONSTRUCT NEW DRAINAGE IMPROVEMENT PER DETAIL SHEET FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE qw*wT10" NOT 5 RELOCATE POWER POLE (BY OTHERS) REMOVE EXISTING AC PAVEMENT qq, REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS REFERENCE REFERENCE DESCRIPTION APPROVED DATE Vjpf E a 10* A2-0433 A7-031 0 DESIGNED BY: G. DAAB/ P. YAMBOT SrOT S APPROVED WORK ORDER # SURVEY NUMBER 6068 0 10 20 30 40 60 DRAWN BY: K. POONG/ P. YAMBOT (03 1 L MOAN SPRINGS ROAD CIVIL ic FIELD BOOK NUMBER 2186 SCALES: I M 600M HOR 1M - 50M VIER CHECKED BY: -NO. cam RECOMMENDED BY: C. SCOTT STALEY DATE: FROM STA 74+00 TO STA 77+80 ROAD DIVISION ENGINEER RCE No. C42999 CAD FILENAME - PROJECT MANAGER: FARAH KHORASHADI SHEET NUMBER 22 OF 43 sk 92 6 so u- ti 476.00 476.00 L-C-:=10040 K 5 $ . 4_ �� _ � 475. -� � I � _, . �... .. 475.00 V) I > x i 474.00 CL 474.00 CL Q 0 W U c) Lit ( € % 00 9 > I 473,00 I I ®O A c� C� Q N 473,00 ON In 0 T 000g 472. LI)[ • 00 ti9 —F C 412.00 �. W n_��.m..,.�....,.�_,�. .�r,.d._.,.n�.... �,__rc, .,�..,��.�..�.��, .,w„ �r_.,_. .�.,.....,.�.__,�...� .�.. a.,maa.�,. _�....�d _,_...._�R..u,��.,�..� .,�,�.N�w�._�w,v ��,..�.,,,,._�.,.,��.., �.,�-,r:w�..�,��,�.. 00 lq- E , 00 IIZ3- 471.00 5 # 2 S ✓✓ 0 y 471.00 i � � r � �-,.....-.,. � Y � I .�...�...._ � , ter___- rr- .• . � ..-m. .��.. � _.�.�..� 470.00 470.00 OG AT qL q 469.00 € 468.00 > I 468.00 467.00 ! s 00 4 i 467.00 r 488.00.�G . ._.�.. ._..._�...�._.,,�..�_ s ..�.�.��..�._..�, �._.��.�._.�..��.� �.�.w..w.�....�,,�.�,.�..,.w�.._�.�_...._.,�. �..�_.._,._A...� .�..,.._.��,..�..,��A � � I 466.00 -- 4 •884 I a t I "6.00� .�.�..�..��.,��.w I ...�..�, � � � 465,00 cm O 0 C* mc 0 r- m lzr O r-- t- r7 �D r-- �� r 7 � 00 4 0e f`- mo 0 cv ro 0 00 co Ln c_p � 00 m ci O� Lf) N r- M m i n per 00 r � m M r rn r �- N r uo N � Ln c9 er � a�, er N r3? p 4 �- a O O a3 O � er r`� err � a> er7 es' r-- cv � � � r-- t r- CO a> 0 esu N — O cv O cv n � =0 rr r- n M � N er- �--I rn c-- r� Q r � cx1 C� r � u-& QD ert t0 r y � Ln r� u3 r n 4 r o f r) s O U� O O p c� C7 O 6 O CJ C7 O C- c0 C3 r C�-C3 QQ cern p� C;10Y JIT � 6cOm peso 0 OcO rc9 r- rl - r r- r- r-- do I- r r r- r- r- r r �` r- r_ r-- r- r- r- r r r- r r r r- r Q0 r- 0Q0 c0 r- c.0 r- Q0 r (0 r - � r- L0.00 �- et- �- "T er �- a er es- �- et- er- er d er- �- ea- er er- eT v- Z3- ' er e?' er T � � a a er IT a- er eT er �Z- eI- er IT et- b- er 484.00 77+50 77+60 77+70 77+80 77+90 78+00 78+10 78+0 78+30 78+40 78+50 78+60 78+70 78+80 78 00 79+10 79+20 79+30 79+40 79+60 79+60 79+70 79+80 79+90 80+00 80+10 80+20 80+30 80+40 80+50 80+60 80+70 80+80 80+90 81+00 81+10 81+20 81+30 U r,f �L T = 95.642 _ �-. _,. r- R - 870.004--, f`` 1 _ - - L 90.518 +-~ � T zi . 123 - I yes rl CD �.� t9486E EXIST RN 78+34.391,/ 3.66m WIDE, ,�®PE ESMT r, f ; i �r} .r. r__, _.... _. _ __,_.=a si.P .._ �_ E - 9 43.478 il1Ti 4 f- t 12 l l 1'= -�- ,. qac ... ... .'_._ f '-,r.-_ t. r _•—t..., f � .. s + ECiP 8 996 70 } �r ._ "--" f F,_... +!'. ►w,.. a ,..,. , t _ , f . s....._.r.._ j 1 ... ,_1 . E 1928711.3$5 e i - .,..,i.... ! 4- t r4... _ T x �� 3 , ; r -+� ,_. N = 687913.029 _. _. _ �.._; i c...�..i .i � ._.-,,.. � "'i ,.,.-.. ._._ - _.. -t--d-».w_._, i ..__4-4--L- J, r , i t 'f S a..., - , r zc r .... 1 ...___....:.._. ' ' 89 y T . , '�•"`-.�.-riuiw r S I S � r 80+00 , r Fes` 'l _ t $T-R-R L _ J ' 1f `. r � 2 W MsI�I• DETAIL 4.. i SHT. 35 , hi r r _ ROP. -__ T. y n r r ROP R� _ _ _ _ m csP ._ ._ 12' - fr- P _ . , - - 23 I �� rry f _ F- .r ALI sVnRCEOEP sy Revfs4p ,., 1 CONSTRUCT AC OVER AGG BA CL 2 - SEE TA f' 3 RELOCATE FENCE AS DIRECTED BY ENGINEERS _.- •—. REMOVE EXISTING CULVERT , RE S CONSTRUCT NEW DRAINAGE IMPROVEMENT PER DETAIL SHEET REMOVE EXISTING AC PAVEMENT 16 fT P A v ... mr ammoomu mm 20ft FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE zat� fti f� RE�jVI II S APPROVED DESIGN SECTION COUNTYTRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS REFERENCE REFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: G. DAAB/ P. YAMBOT QR°ff �aa,op APPROVED WORK ORDER A2-0433 A7-0310 1 F-7�° S�oTr °i 4O 5O °% DRAWN BY: K. P®®NGt P. YAMBOT SURVEY NUMBER 6068 G I LMASPRINGS etrlc f" C I V I L A FIELD BOOK NUMBER 2186 j SCALES: 1 M = OOM HOR 1M = SOM VER / CHECKED BY: No. clum RECOMMENDED BY: C. SCOTT STALEY DATE: FROM STA 77+50 TO END OF PROJECT ---®----"M 4 ROAD DIVISION ENGINEER RCE No. 42999 CAD FILENAME - PROJECT MANAGER: FARAH KHORASHADI ox oar `�oa SHEET NUMBER 23 OF 43 9246 (1 tZ JAG1L(" RABBIT TRAIL 0 10 20 30 40 50 etric SCALES: I M = 500M HOR I M = 60M VER .jg AWAFOP Tgb FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICt- REVISIONS DESIGN SECTION DESCRIPTION I I rT 1111 15, 111 CONSTRUCTION NOTES RELOCATE FENCE CONSTRUCT. DRIVEWAY APPROACH PER DETAILS CONSTRUCT 900 mm CSP 1.6mm THICK CONSTRUCT 600 mm CSP 1.6mm THICK N a 68MO.53 0+040 -- 'I'l, maelac w 1� 11, iil� PI STA = 0+086.73 E 1925911.36 N :689744.97 1 m 17A3r48"R T s 5.00 R = 32.24 L a 942 M Is 0.30 R DRAWN BY: PONCE YAMBOT Z'( CIVIL CHECKED BY: NO. Un" RECOMMENDED BY: C. SCOTT STALEY DATE: EXP. 3131104 ROAD DIVISION ENGINEER RICE No. C42999 PROJECT MANAGER: FARAH KHORASHADI 9J4;*fiIJJ I I• I PAL_A4_W.,r1&-1 JACK OIRRABBIT TRAIR IL KNOCH ROAD MIDDLETON ROAD WORK ORDER# A2-0433 A7-031 0 CAD FILFNAME - oil 463.00 454.00 442.00 9 462.00 r f r463.00 441.00 bid PV1 1+016.4 so 461.00 El R . 0 452.00 440.00 fu j4114-:71- L.C.020.00 PV1 1+061.694 EL = 461.101 K = 6.74 PA 0+"1.(0 = 7 EL 450.34 w PVI 0 000.00 L.C.=20.00 K a 0,W EL a 42 S.T3 460.00 451.00 L,C.=COO LEN -0, DO PV1 0 .110.00 439.00 FG - r, :1 --- EL Q 1A4 ................. - to- 7 459.00 S 460.00 438.00 o OG IFJ Gs It .j 468.00 449.00 437.00 FG 457.00.00 448 PVI 04 072.50 436.00 TUTLU EL 43162 L.C. 25.00 PVI is 0+972.00 cis C4 r- wt CIO OG EL 448.657 I 43 447.00 436.00 1 000 1 10 11020 11030 1 05 0 11060 1 070 1 090 c 1 OG all 446.00 434.00 17' --- ------- 446.00 433.00 If 444.00 432.00 "3.00 431.00 J el U) JAG1L(" RABBIT TRAIL 0 10 20 30 40 50 etric SCALES: I M = 500M HOR I M = 60M VER .jg AWAFOP Tgb FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICt- REVISIONS DESIGN SECTION DESCRIPTION I I rT 1111 15, 111 CONSTRUCTION NOTES RELOCATE FENCE CONSTRUCT. DRIVEWAY APPROACH PER DETAILS CONSTRUCT 900 mm CSP 1.6mm THICK CONSTRUCT 600 mm CSP 1.6mm THICK N a 68MO.53 0+040 -- 'I'l, maelac w 1� 11, iil� PI STA = 0+086.73 E 1925911.36 N :689744.97 1 m 17A3r48"R T s 5.00 R = 32.24 L a 942 M Is 0.30 R DRAWN BY: PONCE YAMBOT Z'( CIVIL CHECKED BY: NO. Un" RECOMMENDED BY: C. SCOTT STALEY DATE: EXP. 3131104 ROAD DIVISION ENGINEER RICE No. C42999 PROJECT MANAGER: FARAH KHORASHADI 9J4;*fiIJJ I I• I PAL_A4_W.,r1&-1 JACK OIRRABBIT TRAIR IL KNOCH ROAD MIDDLETON ROAD WORK ORDER# A2-0433 A7-031 0 CAD FILFNAME - 463.00 USE TON RSP Q EA CH END 451.00 FG FLAT I NVERT, PARAP ET HT= 1.38m V1009 18.94 FPS id s 460.00 EL a 449,186 id 449.00 449.00 A FG PVI 1+012.376 Ek = 449.126 44111.00 00 id fa 448.00 lu OG 13% OG 446.00 446.010 41 DRWY STA 63+66 4".00 @ "G-00 30 40 cil -cli- GAS INE BRIDGE. STRFr. 1 "3.00 1"3.00 CULVE T @ STA 63+40 "2.0,0 -"2.00 IND 1 441.00 N $0197.61 I- BRIDGE STREET 8+390 IVIT RAN- Afta 29 t 19M268. CONSTRUCTION NOTES 63+ &A 13CL 1+00.00 1 CONSTRUCT AC OVER AGG BASE CL -2 - SEE TABLE I 29 1" 11N2 ME 8 10 CONSTRUCT DRIVEWAY APPROACH PERDETAILS 11 INSTALL RSP PER CALTRANS STD, SPEC. 72 (METHM 8 PLACEMENT) (DCONSTRUCT CONCRETE BOX CULVERT PER CALTRANS SM D80 & D82 SCL 0+100-00 E 19264M.05 CONSTRUCT, CUT-OFF WALL PER CALTRANS SM, D85 N M169.95 EXIST RAN T Rx 14 STA 0+976.09 T 17.00 M 1.54 MEET EXIST A 14 END AC PAVEMENT FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE RUMORS DESIGN SECTIW RIVERSME COUNTY T )IRTATION DEPARTMEW----- STREET IMPOVEMIRT PURS VERRERE m REFERENCE DESCRIPTION APPROVED )*h ('03 E �S`;k T. B Rm"I Lo 5910GE. 5T. 90A0 WIDF-NING DESIGNED BY: PONCEYAMBOT 8" APPROVED U'OmkE STREET WORKORDER# A2.0433 A7-0310 11 K DRAWN BY: PONCEYAMBOT ul AIM If Lv ER'TT @ Sh"Im A 103" + 4 0 0 10 20 30 40 60 0: CIVIL FIELD BOOK NUMBER 21ft ic I M VER CHECKED BY: C42M RECOMMENDED BY: C. SCOTT TALEY DATE: OW A mm @ S I A 3+6 DRWY 6" CAD FILENAME - SCALES: I M 500M HOR 50M _gm. mim ROAD DIVISION ENGINEER RCE No. C42999 PROJECT MANAGER: SHEET NUMBER 26 OF 43 464.00 464.00 463.00 463.00 462.00 462.00 461,00 461.00 FG 0a U N 00 460.00 N ° 460A0 PVI = 0+03&163 EL ® 488. 45$.00 ;. f ri L.c.=10.00 45$.00 EL = 457.190e W K- 1.39 Lo.=10.00Age FG d $ 458.00 o a, 458.00 QG "� .' ® w ie 4G PVi = 0+0 x80 EL = 467.110 457.00 G L.cxm3 0 �0°A' 457.00 n I n id id ( - I R 450 mm CSP D8' AO mm P(l 8� 456.00 HP OASL, RMER- " " RAISE TO CONTRA RADE Sy OT TOR TO CONT ERS - CT .--- 455.00 OAS CO OAS STEEL C; NY FOR 1~ P T iia 8. ` w C?G 455.00 DRIV WAY30+21 DRIVEWAY 3,1+20 PVI = 8,874 w as EL = S . 75 ,� K = 0.6f4 00 L.c.=3.00 as 454.00 �i DRIV WAY 31+96 453.00 453.00 . t 452.00 452.00 0+010 0+020 0+030 0 0+050 0+060 0+070 0+080 0+090 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 00 0+010 0+020 0+030 0+ 0+050 0+060 0+070 0+080 x 4.0 - _ � '1= s jt M � ECL ■ 0+980150 �! t � f ,� E =1g24127e78 �� r �c�.� ___.� 'll TA N =691342.34 i e J ISM PROP s r . f" r STA 30+24 OiLMAN°SPRl R _ ft un- \ \ ,,.. _._ :: _ ECL __ 0+080.0 -�- f � .� . ;` 1= _ E = 924 x24 i _ -- _.,. N 591309.88 ...-• ECL = T - - .00-------------- E: E: =1924038.74 R= SAM 30 N=594388.62 _ ` 31 - a _._. R=SM ,l _ R= SxBM .r r R■3x7i�n a. r - PI STA = 0+042x22 ! E =1924038.89 N 2 691378.28 ^ � � �_.� 1'i"38� ROSAM 18 .............■ 1= 41AW3rL _ _ - _ _ 1 • A7 ^- a / CONSTRUCTION NOTES -- _ , �. R=2tf.8 - !' CONSTRUCT AC OVERAGG BASE CL -2 • SEE TABLE 2 __ -`" `� _ E 1 1 0 ` R030M UST HP HIGH REASLINE �%' r' ' ,' CONSTRUCT DRIVEWAY APPROACH PER DETAILS BCL = 0+028.00 E 1924026.43 r - BCL = 0+020100 E =1924103.92 ' 'F STEEL PLATE TO QRADE ,' �< J, ` ; ` 18 CONSTRUCT 450 mm CSP 1.6 mm THICK N = 691363.89 / `J ' _ N 691336.15 i E - OR MATCH EXIST AC DRIVEWAY/411+20 , DRIVEWAY r. r BCL = 0+ .iX► t. ""`� E =192416 3 591270. f E I +AS-9"![,� PLAS FOR COMPLETE, RIGHT-OF-WAY DATA SEE. RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONSDESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT _ STREET IMPROVEMENT P REFERENCE REFERENCE DESCRIPTION APPROVED DATE OF�.asr ,�� APPROVED DESIGNED BY: PONCE YAMIBOT o RI WORK ORDER A2 -O433 A7 -O310 0 'I 0 20 30 v0 0 s r < DRAWN BY: PONCE YAMIBOT � � Z DRIVEWAY 30+20 SURVEY NUMBER 6068 uric CIVIL FIELD BOOK NUMBER 2186 SCALES: IM = 500 O S0 VER ► CHECKED BY: ,� L RECOMMENDED : C. SCOTT STACEY DATE: DRIVEWAY 3"1+2 CAD FILENAME - eP°,1111a ROAD DIVISION ENGINEER RCE NO. C42999 PROJECT MANAGER: FARAH KHORASHADI DRIVEWAY 31+95 SHEET NUMBER 26 OF 43 441.00 EGL = I+UUU.UU E 1925377.37 11LA 11170 03 24 44048'0 wM1002 E 192534,M - T 5.00 R 11.22 450.00 440.00 449.00 439.00 "IF 448.00 438.00 447.00 PVI 0+989.00 PVI EL m 436.91 as pw 0+090.66 OG 437.00 FG, LEN05.00 K=0e41 PVI EL = 43;,81 LENa03.00 FG 446.00 K 0.20 st 436.00 445 .00 OG 435.00 to 444.00 USE 41 0 -mm DIA CSP OG j w us w + 434.00 N 1 443.00 11tu -0 433.00 442.00 DRIV�WAY 48+1) .j If# DRIV WAY48+ 5 C-1 0 L F C 0 U SE E14TRA CE C 'ULVERT 432.00 I 441.00 DRIVEWAY 48+40 431.00 440.00 430.00 439.00 a 429.00 438.00 �t`1111111111111111111111111 MY, ECL = 1+020.00 1925389.84 N E 1925373 52 358 48+00i EGL = I+UUU.UU E 1925377.37 11LA 11170 03 24 44048'0 wM1002 E 192534,M - T 5.00 R 11.22 0 10 20 30 40 so SCALES: 1 M •® 500M HO R IM - 60M VER Rol$ -SM a "I BCL 04,076.00 E a 1925389A7 CONSTRUCTION NOTES CONSTRUCT AC OVER AGG BASE CL -2 - SEE TABLE 2 REWVE TREE 10 CONSTRUCT DRIVEWAY APPROACH PER DETAILS N 690181.53 18 ----------- CONSTRUCT 450 mm CSP 1.6 mm THICK 25 GRADE TO DRAIN DRIVEWAY 48+40 scL.O+m.00 E 1925MA2 ��44 DRIVEWAY 4641,0,, FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISION$ DESIGN SECTION REFERENCE DESCRIPTION APPROVED DATE DESIGNED Y. PONCE YAMBOT DRAWN BY: PONCE YAMBOT etr1C CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI CURVE DATA 11170 03 24 44048'0 wM1002 Q111"AIL rif'4FICA GOLF COURSE ENTRANCE DRIVEWA lffM iNi i 11 4;L 1 A i Ji 14 Z III v Es 104, APPROVED TT CIVIL NM C4n" RECOMMENDED BY: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER RCE No. C42999 a m -BU11 T P1 f EWA STREET IMPROVEMENT PLANS IL_REFERENCE WORKORDER# A2-0433 A7-0310 DRIVEWAY DETAIL SHEET' SURVEY NUMBER 6068 DRIVEWAY 48+06 DRIVEWAY 48+10 FIELD BOOK NUMBER 2186 DRIVEWAY 48+40 CAD FILENAME - GOLF COURSE ENTRANCE DRIVEWAY SHEET NUMBER 27 OF 43 STA 22+16 441.00 A 14 163TA =1+040.91 E 3 M OW473 062 1 1 = 9AIS'37"L T-14.90 R a 18.00 4 470.00 pjt c, A, 470.00 440.00 469.00 469.00 439.00 468.00 4U.00 FG 438.00 407.00 467.00 of pa 437.00 466.00 466.00 all w w w Ile I/ 436.00 FG 465.00 465.00 79G j FG 23 1050 X 726 mm CEPA - 436.00 1 464.00 CSP 464.00 PVI ¢ 1+016.0( PV1 0+118.00 EL w 464." LEW.00 PV1 EL = 436.72 LEN=6.00 I 434.00 ev 463.00 If I 463.00 11 w 433.00 all 462.00 462.00 432.00 461.00 461.00 OG 431.00 460.00 460.00 D rK% I %VE1 Va AY 9 W PDRIVEWAY 74+60 430.00 1 1 "9.00 459.00 n IND 429.00 1 1 1 458.00 458-00 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190 0+200 1+000 1+010 1+020 1+030 1+040 1+060 0 10 20 30 40 so SCALES: I M CONSTRUCTION NOTES RELOCATE LIGHT POLE 10 CONSTRUCT DRIVEWAY APPROACH PER DETAILS 18 CONSTRUCT 450mm CSP 1.6mm THICK 23 CONSTRUCT 1050x 725mm CSPA 2.01mm THICK Y. . ...... ... .... 44f NCL 0+100.06 ... .. E a 1927449A9 N = $88716.63 ti N%Z*13 PISTA -0+120.it_�,, E =1927461.81 N u 688731.86 I = 33427'32"L T - 6.61 R = 22.00 L=12.85 U If ius 01 FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE A DESIGN SECTION BMT�I DESCRIPTION Fv*&-Kelffg9 cpffi�� 0 UZFU�� 11111111 APPROVED •fEss, TT CIVIL m , L� �3 �6 7 C42M RECOMMENDED BY: C. SCOTT STALEY DATE: _10 EXP. MIJIM ROAD DIVISION ENGINEER RCE No. C42999 Y 74+60 ius I t IIIIIIIIEF,91114"'m m CD rn LE 60 tL 1+064.93/" STREET IMPROVEMENT PLANS REFERENCE WORK ORDER # A2-0433 A7-0310 DETAIL SHEET' �� SURVEY NUMBER 6068 mi w" %..-MLJ F_1L.F_j1qr%1v1[;; I SHEET NUMBER 28 OF 43 926-u U& A 14 163TA =1+040.91 E 3 M OW473 062 1 1 = 9AIS'37"L T-14.90 R a 18.00 4 pjt c, A, STREET IMPROVEMENT PLANS REFERENCE WORK ORDER # A2-0433 A7-0310 DETAIL SHEET' �� SURVEY NUMBER 6068 mi w" %..-MLJ F_1L.F_j1qr%1v1[;; I SHEET NUMBER 28 OF 43 926-u U& A 14 STREET IMPROVEMENT PLANS REFERENCE WORK ORDER # A2-0433 A7-0310 DETAIL SHEET' �� SURVEY NUMBER 6068 mi w" %..-MLJ F_1L.F_j1qr%1v1[;; I SHEET NUMBER 28 OF 43 926-u U& 446,00 441.00 .00 l 446.00 445.00 440.00 .00 445.00 .00 439.00 .00 444.00 V1 .0 IFPS 443.00 �.-- 438.00 7 442.00 443.00 HWI .12m r V V1 .67 PPS J USE 2 m CSP ,,� MW1 79m � .00 HW1 50m 437.00 USE m CIA CSP 441.00 ® HW1 1.31 442.00 V100m7.7 PPS HEAD ALL & ENDWA L �'\®/ 1 d HW1 FP USE H WALL PER STi). 088 J ° a 1"14A HEIG T'=1.41M I USEV10900.64 USE900mm C P .. -® LENGT .20m LE HT=1&4m I I 114 TON P AT INLET AlD OUTLET 114 T N RSP AT BIL AND OUTLET 1 441.00 116% 436.00 .00 1 441.00 1 .00, 435.00 " < 439.00 1 440.00 {8 11ru * F r r it 439.00 0 434.00 438.00 439.00 4 438.00 433.00 437.00 0 438.00 437.00 432.00 436.00 437.00 436.00 431.00 436.00 436.00 435.00 430,00 434.00 435.00 434.00 � C4 � 429.00 433.00 ft 434.00 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 NOTE. CONSTRUCT TOP OF HEADWALLS TO BE FLUSH WITH ROADWAY SHOULDER SLOPE 4 V./ i i , f I i 4 4 } , I IF s tyy Y' l � x: 1 � ECL � 0+128.71 ,r K t 1 ` � �� ,.t BCE 0+080_. .__. � s h '� E m 1923090.93 ? p ��Q N= 682018.13 . 'f s E =1823868 +1'g° L� (( 1 q 12 . ' so IN 692776.97 i 1 M Z t�+10 0+ 0 � I • k � f, �l ■III! 1, 1 1 ; i � '13" �►"', � 1 CONSTRUCTION NOTES L = 0+060.00 E = 1922591.94 N = 6927:15.35 00 ! -' r 1_ } `; ! 11 INSTALL RSP PER CALTRANS STD. SPEC. 72 (METHOD E PLACEMENT) �.. n CLlv0+121 1 �� BCL 0+100.00 E =1922867.7$ _ S a 68241.86 m �� ) �° t }. 12 CONSTRUCT CONCRETE HEADWALLS PER CALTRANS STD. 89 f` N 68239&70 tt,< `'.' ., �� i 15 CONSTRUCT mm CSP 1.6 mm THICK F I � 3 11TER 1 i }" pWR12 T T V 2 . _. , STA 1 00 90 op t 1 I STA '1 7'+90 ow A Im mmmm;umjilaw SIA � FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIMER SIDE COUNTY OFFICE REVISIONS DESIGN SECTION RIVERSIDE COUNTYTRANSPORTATION DEPARTMENT STREET IMPROVEMENT P REFERENCE REFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: PONCE'YAMBOT af'�sa►0� APPR VED � � 1 WORK ORDER A2-0433 A7-0310 TT SURVEY NUMBER $i68 0 10 0(�(� 4013 DRAWN BY: PONCE YAMBOT etric ctvlL'��" • STA 9+tis FIELD BOOK NUMBER 2186 SCALES: 1 M = SQDM HOR 1 M = 60M VER. CHECKED BY: _ ____ C4UN RECOMMENDED BY: C. SCOTT STALEY DATE: STA 13+50 CAD FILENAME - +HM '' ROAD DIVISION ENGINEER RCE No. 042999 STA 17+90 PROJECT MANAGER: SHEET NUMBER 29 OF 4 447,44 464,44 ove 468.04 45&00 15OMI a G®=443_. 0 ..�.,. 7. TOfi .00 GIL #AN SPRING ROA .40 7f..i x0 5. 7 .44 6Y�<\�4_ REINF ALL$ WTH 2 ERS 16 @'300mm E.W. 44 448.00 456.00 .44 � V10=13.7 FPI I IAM 200MM ` EX: 36 USE m DIA CSP �.' - . HW14=43.1 C P 14 T RSP AT INC AND OUTLET ,44 IiWt 47.00 ,00 / 465.443-1200mm EX. CSP IE=441.85 HEAD LL PER STD. AT OUTLET V10000.! FPS R S AINING WALL E CALTRANS S TYPE 1USE M. 03»1 LENGTH= 241 HOOPS HW1 .07 m F R DETAIL .00 HT 49 VON Re T= 2.14m *T eurt" ,04 .44 454.40 2416 HOOPS USE m DIA CSP �fSt} R NF BOTTOM WT > 114 TON SP AT INLET AlD OUTLET ,.',r!t~1( IN ET BOX- 2 PERS OF #16 @ 42.44 E I T m EACH WAY ,4081 463.x4 453.04 SECTION �Y� '- `ALE: :25 F OING ,1 z. Lt W? 41.44 ,Oa 4M.00 "2.00 rt Z 58m -,S. 444,00 �� J 5.5m 1 . . w 461.04 J 6mmx m75mm TEE (TY) 49 uj co J Are 3 438.44 0 442,40 + u .44 464.44 J F ME W1 b 50mm ANGLE FW (TY WSTUD ANG RS AT 05m 438.44 -�ii.� 441.00 4.00 437.04 .40 .04 448,44 0.:x1.5m NOMINAL) GALVA� IZED STEEL GR TE Wl 6mmx BARS @ 76nm CENTER TO A CENTER SP CING, SIX GRATE TOTAL W1 BICYCLE .ROOF CROSS B AS 436.00 SEE DETAI BELO 439.00 47.00 47.00 ALE: X50 435.00 488.00 ,04 46.00 0+090 0+100 0+110 0+120 0+130 0+140 4+150 0+160 0+170 0+090 0+100 0+110 0+120 0+130 0+140 0+260 0+090 0+100 0+110 0+120 0+130 . �•�' rT 3mm THICK X 25mm WDEr t� ` . p..\a�ot,j �� FLAT BAR SPOT WELDED r r ,t+ 1i Xj} v �{ � j t ,• �d iPt!! ,? FY, .d �' oV�® 5 BARS PER GRATE �!1i ��1 +.� io a �` f ' +11`7„ 1 ifr tt } 1o f�r 1ii!tii�( ti �i if 1 � t.! , 'r „'','t�io �,_� �o�`�t� ` � , l l% t='t r �;(i fj �` Ii1Ff ,I � 1, t ' t � f,,``�.•'i�`,t 1'i'i f,� }'t'i i' i#ii!4� t,fi t `. `` 4�1�`�s {{. �` , 'r 4�t 1Ii. `.`i \.J �'i�.,�tj tri1 �,- . n�.�:i.4Y t 3 3 / I`j } {� ``,{ -r •=;;: it#fti d P f I y ii ) ,�i+ '{t �! �- 'Iy� 1• it,! `� 4! sf, , �o• `�'r�'tot� o� r3� i / ritt`r t ' t '3'z tr ,t I1 ��`_1•'t •`'%t\ � '. t yt \'�4'y}�t \ ``,'�\ :t�\. `C'' b.f - �I.._• ' 1 ,, f f l`6 g S� r ii,` r{i r! iij ;t/ f1t, � f ` 1 7 t t�1�jji,''+ d1i''t!,j`! `��t"- !r� „11'�j \ �� . '�'Ss,t{1-1.a�s4:�I �i rr t;,� 3tf '}I!iS€) i - j 4kpritt ,/ f ; +•� iA •,'�2o o BCL a0+080.04 {4 ,#7 t , o.`•t1� ♦ 6819.83Ea182417.77 ( ;� 001 N`*168tN j. ` !di fii �. r7 ``\i,F., \ _ � i S i l�'i _�,� .\ \o \ `o\.I 6mm X 38mm BARS 0+090 41 u,,.�, , . .` +ti' i X00 i,o to4r1 t�°}i �\o t`' 'w ,� �' . C ,-am �. ; t Gt $,1{I+s!t HIM! , ja+ ✓r�tt{. 1t# .ot .'1 �' .�,11.. EXIST JlCSP `;"�l o� •• t f`' ?i .` �1� �'' �r 5 ;`.;. ..._.�.�, '(`` ,.i..� ....` +'-r t i r j � i ;#? �?s/ a��0- .o\„7t ...�. .l' ..\` .. "t� '- _._. .. t • `� , .1 1`l Y,St iiy� N y 7{?3 ?€ f� " .0.>,iz.,tr 12 J\/i1 �i i t M1x • i\ �i �� ` 1fit t p'ti � .. ./ "`, /ot• t7 �a .�17 %�r.'jti# 4 ? "> '�Ii i' l S i . S} ". riI�C., _-- iI�(I t4 it 1,` 'T`` l : o1�, 1 'oi ,..( }N' 3t1i it 0+1001 ,•- ijr tI "fl IS l ' 144 4t+,t ''� 'rrtit '{� `1 1`f`J. f,7 f,;�, :it� i, y. �\ . o 1 ,,'.._ =$, rJ ' S ;,�i ititi ,. yit',r! j rt i,f. rS/tet' .; `4� �]�t $#1-o'>' .-t>,,1� 1 �,_. \.s -•gC"u' �!j!( �fi i}'f 1� 1'; 7� -b ;r • ' 1'ot?a `t.. 10t.if` l4.t i t o` r.'' CONSTRUCTION NOTES tJ %!j11 � ir!'It!°r, i r: 'tiliIj !,I; yj,i f,4t J�'•.+ f r ;i1 , r/ ` � G. �,\, ,t\ o'.,�(�'l. l'�. t o •,L\ \ 't� 4 t t.�t (tl.f r $4 yjZS: t r (f r ,i 'j� i -.�E.' d f `�`i ;r i€ t°tZ+ o,'i1*\• \a 'l � � '`�oo \ ;\ . INSTALL RSP PER CALTRANS SD. SPEC, 72 (METHOD B PLACEMENT) /, t y� #' .i `''.`Jj•` ., :`i �; � d `` :". . ..,.t -, , y1t11 jI ,4.\ 4' �` '`o'`tt;tto , �� l }y S`..�' ;.,o 'Y}ti CONSTRUCT CONCRETE HEADWALLS PER CALTRANS SD, D89 - 1GONSTRUCTI2Xmm CSP 1.6 mm THICK , '(`/ 1 t 1 i ,{i'.- i{ '( 'jS'1.(�� `!/� d�d ..'rj .`. `\ f .'' , \ CONSTRUCT 900 mm CSP 1.6 mm THICK j� ) ai ,`'it1iit'tt; iair 'i!-.� f tf?#t Jt} ti dii ,r � r .'� - '.,.\0. `,F CONSTRUCT INLET BOX PER DETAIL ON SHT 30 , `! dis; AN ,Si o; 0k o '` CONSTRUCT RETAINING WALL PER CALTRANS STD. B3.11 V �\ !` 4111 "P A STA + FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT P REFERENCE REFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: P. YAMBOT/ E. NG VE$810APPROVEDWORK ORDER# A2-0433 A7-0310 ULVERT TI EET 1 20 30 40 50 DRAWN BY: P. YAMBOT1 T. DAVID Tr o2• " Z�• 0 STA 20+90 SURVEY NUMBER 60680 SCALES: 1 M = 500M HOR 1M 50M VER c1ViL m FIELD BOOK NUMBER 21861 CHECKED BY: CE NO RECOMMENDED BY: C. SCOTT STAY DATE: STA 23+$5 CAD FILENAME W. 31311001 ROAD DIVISION ENGINEER RCE No. 042999 STA 27+83 - PROJECT MANAGER: FARAH KHORASHADI of ��4,�° SHEET NUMBER 30 OF 43 461.00 455.00 464.00 444.00 444.00 USE 4.3m W m HIGH X 2.7m HIGH CS H FIAT I WITH FLAT I VERT& PARA VERT A ET I li PER STD. R STD - D & D82 & M 460.00 ARAPE PARAPE T_ HT: H A la f32 UTLET 1.1 UTLET 1.00a I x x HWI 100-4a X 14 j2 VIOW0=%.2 F 0=14.2 8 469.00 ;011780 C 116011780 C 16011780 C S S 453.00 452.00 442.00 442.00 I TON RIPAT INLET AND OUTLET I 458.00 t=240umm 462.00 Ise 229 a* 352 cle 451.00 441.00 441.00 FIWI00=01.55 wail =240mm V100=615 FPS 467.00 USE 6-900mm I "SP USI 7 - 2075 X 1424 i OMPA (OR 83 X 57.OMPA) 461.00 460.00 r -Sp 440.00 114 TON RSP AT INLET & OUTLE T 440.00 I pox L a 11.44m --JJALANM HWI00=450 00m LENGTHof h LENGTH of9)0 mcilmdwall =29.52m wingwall a 11 ILET=2.40m 466.00 HT, 1.410M 1.31 *A V10004.6 FF S AAR 0 HEIGH1 =1.82m 450.00 11h i TON RSP AT If ILET & OUTLET 449-00 146 QF4 439.00 HEIGH-wl.82m 439.00 --0 0 HWIO(-439.288M 858112 163 63 CFS 2 AC 000/0 465.00 'v 449.00 448.00 438.00 438.00 28 P7, fpnsmm j 0 in 464.00 all a "8.00 447.00 437.00 1 1 437.00 910 0 L=1.7M 4" 463.00 447.00 1 446.00 436.00 1 436.00 w + 452.00 + 1.- uj 0 If 446.00 445.00 435.00 435.00 00 z 461.00 446.00 4".00 434.00 434.00 460.00 4".00 1 443.00 433.00 433.00 449.00 R R "3.00 R I I 442.00 432-00 432.00 0+100 0+110 0+120 0+130 0+140 0+150 0+100 0+110 0+120 0+130 0+140 0+160 0+160 0+170 0+180 0+190 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 VARIES VARIES A CONSTRUCTION NOTES TO 0,25 OT0025 TO 1.5 INSTALL RSP PER CALTRANS STD. SPEC. 72 (METHOD B PLACEMENT) 7+ 111CONSTRUCT CONCRETE HEADWALLS PER CALTRANS SM. D89 j 4 v SCL 0+075.00 E 19246311-991 CONSTRUCT CONCRETE BOX CULVERT PER CALTRANS STD. D80 & D82 N $11028.098 SECTION A -A CONSTRUCT WO Mm CSP 1.6 MM THICK tl ECL 0+140.00 �j 01 6� j 0 CONSTRUCT 600 mm CSP 1.6 mm THICK t E - 1925126.93 N 69mtes f At '9 'Ail - J-1 f\ .6, @ CONSTRUCT 2075 x 1425 mm CSPA 2.77 mm THICK 17 27 CONSTRUCT WARPED WINGWALL PER CALTRANS STD. DSA OF 4 ";1', f 6.596 CONSTRUCT PCC APRON PER CALTRANS STI ;,PWA $M RAG AS 1 o -ST 1- 21--' 21� 4WF CONSTRUCT CUT -OFF WALL PER CALTRANS STD. D85 Lm,4,"m 11Z L 39 CONSTRUCT TYPE 7WINGWALL PER CALTRANS STD. D84 i 41 ECL 0+125.00 E 1924706=1 12 N $90936.176 1 U'/ ;253 00%, M RADIUS F 482 ECL Q+160.0 Vp E=194435.7 4 V r ;x9.0 N 611�4 196 RT PE IN LL (CALTRANS STD PLAN L=2.32m A V t STA +6007 + STA 29+72.278 T NOTES: BF �WA.r 13.2 LT SLOPE VARIES 1:1 TO 1:1.6 12 1. "BF7AL#VAT ION§r SHOWN APA LOWE 1'�; "y BCL 0+100.00 E =19 24404.22 Lmsssm BCL BOTTOM OF FOOTING ELEVATION F, STRUCTURE SPECIFIED. FOO, 08 OR T F ES N ALLS MA 13E U yp GW ST4129+iIiI47�- 1 -7' 14 69114&93 m 0+040.00 E = 1926113.39 N = 69M2.65 ROVIDIN P GT TERE I A MIN M OF 2, 13A LT 7 X 1111to 3M FROM FINISH GRADE BOTTOM OF FOOTING. V TW 468, OF 24621 cn 'VI 2. BOTTOM ELEVATION OF CUTOFF WALL -L MATCH '11, AT ENDS OF RCS SHAD j (5 WINGWALL -BF- ELEVATION 2') 34+66' f STA 38+20 STA 44+ ASIMOVIET FUS 1 STA 29+60 FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION ffi RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS REFERENCE ,REFERENCE DESCRIPTION APPROVED I DATE APPROVED A2-0433 A7-0310 DESIGNED BY: PONCE YAMBOT fpselo TI u WORKORDER# Ck U L Vlw E R T I Umk ETAIL SHEET 0 10 20 30 40 so ic DRAWN BY. PONCE YAMBOT w -1 CIVIL STA 29+65 SURVEY NUMBER 6068 FIELD BOOK NUMBER 2186 STA 34+65 SCALES: I M - 600M HOR I M ® 50M VER CHECKED BY: a NO. C4U" .=I RECONDEd'ay-: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER RCE No. C42999 STA 38+20 'CAD FILENAME - PROJECT MANAGER: FARAH KHORASHADI cx- STA "+25 SHEET NUMBER 31 OF 4$ 441.00 439.00 439.00 441.00 440.00 438.00 438.00 440-00 USE 2-90-OMM C 80 USE HEADWAL L PER M. M 114 TON RSP Al INLET & OUTLI -T LENGHT05.24in 439.00 437.00 437.00 831126 CFS 439.00 V100-10.62 FF S USE 64)Omm CSP HM00w 436.0 tm USE 146 kD/MWALLS PER STD. D89 LENI3I4T= 0.70m 438.00 436.00 114 TON RSP AT INLET OUTLET 436.00 438.00 120H85 CFS -------F 172rM CF3 83 AC HW10014W.88m V100=1, v 1.2-2 FPS USE 44MAM CSP USE HEAVEMI)WALLS PI -R STD. D$9 437.00 LENGTH A � &20m 435.00 435.00 437.00 M F HW100-4 OF AT INLET 36.98m JUTLET V100-7.1 FPS 436.00 434.00 434.00 436.00 ra A lot 435.00 2 433.00 433.00 435.00 0 0 434.00 432.00 432.00 434.00 433.00 431.00 431.00 433.00 432.00 430.00 430.00 1 1 432.00 431.00 1 429-00 429-00 431.00 430.00 428.00 428.00 1 430.00 to V 41 429.00 427.00 427.00 429.00 1 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+240 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 1 «= t a 0 10 20 30 40 50 SCALES: I M 500M HOR INI - SOM VER --- --------- i Irki� ic 0- + 12 60,001 BCL 0+060.00 E a 1925M.86 N aSOM2.10 A 0% o FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION REFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: PONCE YAMBOT DRAWN BY: PONCE YAMBOT CHECKED BY: PROJECT MANAGER: FARAH KHORASHADI mum APPROVED RECOMMENDED BY: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER RCE No. C42999 CONSTRUCTION NOTES INSTALL RSP PER CALTRANS STD. SPEC. 72 (METHOD B PLACEMENT) CONSTRUCT CONCRETE HEADWALLS PER CALTRANS SM. 89 CONSTRUCT 900 mm CSP 1.6 mm THICK AS, BUILT PLAN STA 47+10 STA 49+40 CAD FILENAME - STA 61+20 SHEET NUMBER 32 OF 446.00 I 446.00 445.00 445.00 444.00 444.00 443.00 L 443.00 442.00 442.00 31.114f.1 CFS USE 8-5 X ON mm CS A I NW10(m"I.36m 441.00 tJ V1000'.11 FPS 441.00 USE 460mm CSP HW100=440 26m V100=4.81 I ps 440.00 11.8/18.1 C 3 440.00 USE 700 X I 00 nun CSPA USE 60)fnm CSP HW100= .37m V1 .18 ps r u 439.00 1 f 1 439.00 u .i 438.00 it J to 11 ru w Jui 438.00 tu- gg 437.00 'o 437.00 436.00 436.00 435.00 435.00 cc ro 434.00 ai d 414 434.00 0+050 0+060 0+070 u+uou 0+090 0+050 0+060 0+070 0+080 0+090 0+050 0+060 0+070 0+080 0+090 0+100 0+060 0+060 0+070 0+080 0+090 0+100 1 0 10 is 40 so SCALES: I M - 500M HOR IM - 50M VER r�l� ic REVISIONS DESIGN SECTION DESCRIPTION 1 0 MTI DESIGNED BY: PONCEYAMBOT 71 DRAWN BY: PONCEYAMBOT • I APPROVED • oeI T lot m it I CIVIL No. 1) RECOMMENDED BY: C. SCOTT STALEY DATE: ROAD DIVISION ENGINEER 2-G�. �20000- ��-,W44r-,Tjl 2`1*1101" CONSTRUCTION NOTES CONSTRUCT 6DO mm CSP 1.6 mm THICK Q'i CONSTRUCT 450 rrn CSP 1.6mmTHICK 8CNSTRUCT 875x6OO mm CSPA 2.01 nn THICK CONSTRUCT 700 x 500 mm CSPA 2.01 mm THICK lz4wbl U:010-0 liaj SHEET NUMBER 33 OF 43 u 442.00 448.00 452.00 452.00 452.00 441.00 447.00 461.00 451.00 451.00 440.00 446.00 ev 1 480.00 450.00 460.00 1 rT= 2.25m NT= 2.35m 439.00 446.00 449-00 449.00 449.00 )t7- 1 CFS 12 AC USE 2-1 m CSP 438,00 ft USE 2-9 "m rn CSP - 444.00 CSP 448.00 448.00 NW1 .19m 1 448.00 USE ROD LENGH lrpmqv ".20vn D. Dag HW100wol".38m USE $00mm 4 3P i V1 .65 FPS 61179 C USE HEA )WALLS PER 0 kLTRANS 089 HWI �4csp .38 LEN04T=6.40m HEHIHT=1.7im 437.00 v1 048. P S 443.00 101 447.00 "7.00 lie WING NALL Lw6.25m "7.00 1p HEIGHTal.71mto lol0m 114 TON F SP AT INLET & DUTLET IE: j 436.00 442.00 446.00 qo� 446.00 I/ a cueI I; 44600 j 1/1 w lit 435.00 441.00445.00 V :4 446.00 445.00 -W g; 434.00 w .00 4".00 4".00 4".00 tH 433.00 439.00 443.00 443.00 443.00 432.00 438.00 1 442.00 442.00 442.00 431.00 437.00 441.00 441.00 441100 v- 430.00 43&00 440.00 440.00 14 440.00 1 1 1 0+050 0+060 0+070 0+080 0+090 0+040 0+060 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+100 0+110 0020 0+130 0+140 0+100 0+110 0+120 0+130 0+140 0+160 0+160 0+170 0+180 0+190 1 ip I 68. ME rvwr� MPT CONSTRUCTON NM a 11 INSTALL RSP PER CALTRANS STD, SPEC, 72 (METHOD 8 PLACEMENT) 0 12 CONSTRUCT CONCRETE HEADWALLS PER CALTRANS STD. 89 CONSTRUCT 1200 mm CSP 1.6 mm THICK CONSTRUCT 900 mm CSP 1,6 mm THICK CONSTRUCT 750 mm CSP 1 .6 mm THICK CONSTRUCT 600 mm CSP 1 .6 mm THICK etric 0 10 20 30 40 60 rii SCALES® I M - 500M HOR IM - 50M VER 9TI17 LA-WU 1 1101 :001 LIT, I ;I 11114 9:9 zi lei 00 111 aQ AIFIXTAVA jv DESCRIPTION STA 61+30mm RIGHT-OF-WAY MAPS AT RIVERSIDE COUNTY OFFICE I DESIGN SECTION g*111 g k CA I aj z maol i DESIGNED BY: PONCEYAMBOT FE$810 APPROVED TT & S =all DRAWN BY: PONCEYAMBOT OZZ4. 9 CIVIL Xm NO.RECOMMENDED BY: C. SCOTT S TA LE Y DA TE: CHECKED BY: ROAD DIVISION ENGINEER RCE No. C42999 PROJECT MANAGER: FARAH KHORASHADI LqflutOTIMC CULVERT DETAIL SHEET STA O. STA 60+20 STA 61+35 STA 66+90 Zr,AD FILENAME SHEET NUMBER 34 OF 43 469.00 469.00 474.00 474.00 474.00 468.00 1 468.00 AO 473.00 vw 473.00 473.00 467.00 467.00 472.00 472.00 472.00 , ° 466.00 466.00 ! 471.00 471.00 , ° 471.00 r ! 1 CR TE DITCH TO 11 ! ILET ! 1 465.00 465.00 .-..., i 470.00 °' t i 470.00 r 470.00 �\1 17 / ! USE 3-87 X m C;3 A ' ' U E 600 mm CSP USE 600 mm C ,r /y ° ®`--Un WA§4 / INSTALL ALL PER S . D09 ®»- 464.00 14 TON RSP AlOUTLET `� 0'� .00 jr .- -'' 469.00 ®� ' ' $� LENGTH= 114 TON RS 2 W AT OUTLET .00 0 / ,, 1.53°A 469.00 e r HW1 70.05 / / -s � US 3-1225 X 826 HEADWALL P m CSPA STD. D89 r s a v100m 8.20 F 62180 CFS 38 AC / 463.00 463.00 >V ' .00 - ' 468.00 a to 468.00 is n s If I, 1 TON RSP AT IN ET & OUTLET a ti ®+ w 9 140 CFS 74AC ,`". w p 462.00 ', 462.00 ° °° r "' 467.00 467.00 467.00 ug-®.. 461.00 461.00 .00 466.00 466.00 �5 m ru r � � 460.00 460.00 465.00 .00 465.00 459.00 455.00 .00 464.00 464.00 458.00 458.00 463.00 463.00 463.00 457.00 457.00 462.00 462.00 462.00 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+050 0+060 0+070 0 0+080 0+100 0+110 0+120 0+130 0+050 0+ 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+060 0+070 0+080 0+090 0+104 0+110 0+120 0+130 r r fir( x M1 p ` 1 S; 1`i �� l h 1 q x ' t 1 t , `41 IfdSTALL RSP PEEL CAL`TRANS S . SC. 72 (METHOD B PLACE[A NT} r t ` i Q4 12 COSTR CT NCkETE EA'WALL PERC TRA . C7 D SAL NS STD 89 r s I o '1 9fi' ,,CON�SRU(:T 800' P 1.�.mrnT'HICK k I < y IA 20 C NS*CT'1225 z #25 ro CSP ,..09 mm THICK 1 { `� 2 Co�67 T87 CSPA t , t `,l ; " 'a m '99.0166THICK 25 GRADE TO D*IN t R e � , ; {{� �' STA 73+80.00 '; rt. \ �y 4 , f { 11.9 LT IE -4$Z4 t i } , t +`�ry'>i `t �� ; V. f r �\ 0 +070 ou N {t M . if i j t`f I t ' L �{ 2'I �l J l /12EATE DITCH fi0 INLETV '� �+ �._ BCL 0+070.00 RAIN y`�"T Q 1927903 34 4+070 � N 3s^315 E ! I 4+1 ECL * ¢i+100,00 E =1 7922A3 { E I ECL 0110.00 - 688581.49 0+1 30.0 i Nu 6;T 84.23 4+450 v/ 80.00 E 1927,,549.75 0+050 ®� {, '� 4, '"+ E t BCL 0+050.00 �� N 59'e N u 888 24,05 i BCL 0+060 ` �' E4 - iI+100.00 n 's t, i Ita ;t I I r 1 !! b E 1827510.39 N a� 688778.78 ;, ; .�► i P� t l E =1927833'88 N 888893.,62 y d E m 27 33.89 °.l � t8 T� N 8$8723 6 I ( I { ! Q � ; SMT DRAIN � `; ^29' W c, .Ooa», N 5s � So .1 _ \ ,'b pit j `i } ^ t n{��\ i •-"� � ., . � 1 t+ I i � ,� "i ,,. i tt,;'I � 4 IL I ( jl�i� k j t t' jt i _ ' _ _ _ _ .._.�\ 44 .,� is AS p A 4 r I , { / j �'''^� /.V�./\ may% s I .I. (�y,tit7;".t�` 1 ti �" # iT Nam Aft Aft 70"A+80 blA ffoiIiii 75 lu ru WA 77+zu ■ FOR COMPLETE RIGHT-OF-WAY DATA SEE RIGHT-OF-WAY DAPS AT RIVERSIDE COUNTY OFFICE REVISIONS DESIGN SECTION RIVERSIDECOUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT P N REFERENCE REFERENCE DESCRIPTION APPROVED DATE DESIGNED BY: PONCE YAMBOT F�s$,a APPROVED oar s �< o U LV E I WORK ORDER # A2-0433 A7 -0e10 10 20 30 40 5a etric DRAWN BY: PONCE YAMBOT �'`+ f CIVIL m STA 73+80 STA 7+'10 SURVEY NUMBER 6068 FIELD BOOK NUMBER 2'186 SCALES: � M = SQOM HOR 1 = 0 VER CHECKED BY: RECOMMENCE®B�: C. scow STACEY DATE: �� TA 77+20 CAD FILENAME - .,C4U"� 4�ROAD DIVISION ENGINEER RCE No.C42999 STA 79+60 PROJECT MANAGER: FARAH KHORAHADI c��-`�° SHEET NUMBER 35 of 4$ � .SII' � �; EXPA�NSIUWJT SPACING 21-860 ?1.96C 1 11-261 21-960 op NOTES: - - - - - - - - - - - ----------- - ------- ------------- ------ ------------ FOR DETAILS & GENERAL NOTES' SEE 'SOIL NAIL 19 703 0.1732 8 4010 VC 1 8.0 vc 2.6 8.0 VC V (0, NO DETAILS iNO 2 ETS. WALLS 1 SH� TYP TYPVC Q LTNAJ-L-S---I-N! - ----------- 0 XCE4 i ,zr 0 10 0 .0 1 CC) BOTT M ROW SHALL' BE f 01 i0o co 0 #�q. 0 to•0 io 0 0 0 cr) icr) r- 0 1co in Ln 0') cn 0 1q,• Ln 0 i•1 1 3 At 455.00 1q" FL '05.00 G! I, I TER W Lo 01 io_ 0 i1q- u') Ln c0n N -Al -E- 10 0 + 0 + vq- T D. _4" ---+ 20 m ST 16NS U�N[ES§ THERKISE N T D 0 + TOP OF "WALL U-) I --- 4 m F Gi @ BACK 0 IL + c; T- 0-) + co 1.q- cr) c\j 3: 0 > i 4. SOIL NAIL PACING TO BE 1.220 m -C VERTICAL "'T Ln -q- -�r OFA WALLi iloop-1- "3.00 0-) > 3: 03.00 Nr 1q_ - __a_ �� 5?., _111_-11__.1--_,- _ _4 - I ----------- ...... ------ RAILIING (a- uj > :3:: > NOTEDIPgg a- A IL NASI IS 000017, 5. MIN SPACING BETWEEN S 1.220 m C !C. -F- - - - - - - -t"r . .. .... -------- 461.00 `01.00 - --------- --------- B-34-9-- - - ---- --- -------- 150 mm WALL 0, 11 • 220 "Le" INDICATES SOIL N'AIL L�NGTF ------ 6. 1 SEE SOIL I DR' IN9 GRATE 1.2210 + NAIL ;WALLS - DETAILS NO. 2 SHEET PE r - 000 & OLET1,, PI "9.00 f4 449.00 _L+ + --- - ---------- .... .... ... - x I L NAT 0- 7. C IN (BA1K /+ Ty - ------- A 0" < > FACE iOF WALL). _4 4 cr- 0 + "7.00 "7.00 E ---L-I_NE_..-LT.HAT-_-1 - - ---- + I-N,D-1, ATE -S.. - _x --- x itfi P A R A L.4"L E L S TOP OF' WALL PROF ISE • V tD, 9. 1 ND I {SATES N'AIL PROFIL 445.00 i Q) 0 E L INE THAT 446.00 -PA-R�-At`t-EtS--B < Fd 0 0-3fi S BETWEEN T 1 A INDICIA N POINT 0 i 1 o. TES TRANSI'TIO or 450 mm CSpi 'WALL OIL NAIL 1 OF WALL AND BOTTOM OFI -4 J.. . ........... ... 4 BOTTOM OF IWALL X447.36±9 ' � fi 13 fi � s X � a TYP WP JT EE NOTE typ A S il. I ND I GATES TEST SOIL NAIL L*ATION. 12 ------------ ------- ------- 12. FOR E I NFOfRC I NG AT PIPE OPENING SEE DETAI L ON OIL NAIL WALL DETAILS O. 3" SHEET. L e=6 -1000 Le=4 000 i i I it iLe =5 Le=4.000 w4, 1 — i I I : ; - 000 ----------- --------- 17171�� . .... .... i 1�1 e=5.0;00 L 1 e=6.000 Le4.000 Le=5.000 SEE DET J1 FOR NAIL ------- 001-1-11-11-1, -------- --- ------ ---- -- ------------ - ------- S-P- -C- I r_.._ A so NAIL 'WALL PETAIL CTd' NO 1-' 3 -SIHEET OT C NSTRU WA L L N PRO. FILE 4+20 4+40 0 4+80 5+00 5+20 PROPOSED R/W B3-8 Bl 1-47 RETURN WALL TYPE //D// CABLE 4+215.000 6C BEP LOL WALL= MOD TYP EA END L=0.980 CUT SLOPE 5+02.142 EC ENb LQ\L WALL= SEE "SOIL NAIL DETAILS RAILING WALL LOL 9-5:00 LT 24+25.',125 Z GILMAN------, TYP 0 VSHEET t'§PR:I NGS FID it I —FILL SLOPE 9.500 LT 25+04�- 1 44\ A GILMAN No TYP SPRINGS RD TW 150 mm B3-9 AALL DRAIN GUTTER FL CONC 0 GUTTER -Z INLET W/ CONC EXIST R/W LOL RETAINING WALL GUTTER APRON & PIPE THRU WALL: SEE DRAINAGE ................... Z SOIL NAILS9 CIP CONC FACING CONSTRUCTION PLANS GILMAN SPRINGS RD SEE NAIL LAYOUT SHEETS FOR FG @ 4:1 LOCATIONS & DIM 25+ DITCH SEE DRAINAGE DETAILS SHOTCRE T E -------- -- -- ----------- ------ L L G 7 3 C :T OTFE—C �z 0 "q, 0) > CL ------------------ ------------------------------------------------------------------------- u ---------- ------ --------------------------------------------------------- GTE ------------- c H.P. GAS LINEG G G G PROPOSED R/W ---------------------------------------------- -------------------------------------------------- GTE EXIST R/W 0 5 10 16 20 PLAN -------------- ----------------- CURVE DATA NO. R A T L 390.050 11019154" 38.697 77.142 5(;ALh5: I M= 200m HOR I M = 1UUM Vt:K LIM & NASCIMENTO ENGINEERING CORP. REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STREET IMPROVEMENT PLANS REFERENCE REFERENCE DESCRIPTION APPROVED DATE . . . . . . . . . . . fasal - APPROVED DESIGNED BY: HENRY FEILEN WORK ORDER # A2-0433 A7-031 0 ti _ SURVEY NUMBER 6068 'WALL DRAVM BY: ERIC GIRQQRETAINING CIVIL z FIELD BOOK NUMBER 2186 RECOMMENOED BY: HENRY M. FEILEN YATL ROAD DIVISION ENGINEER RCE No. 029153 CHECKED BY: PLAN & PROFILE CAD FILENAME - PROJECT MANAGER: FARAH KHORASHADI SHEET NUMBER 37 OF 43 CALTRANS STANDARD N` DATED JULY 1999 Al OA ABBREVIATIONS A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS B3--8 RETAINING WALL DETAILS NO. 1 B3--9 RETAINING WALL DETAILS NO. 2 B11-47 CABLE RAILING rBOBO -3 STANDARD PLAN SHEET NO. 3 3_4 DETAIL NO. r CUT SLOPE 1:2 MAX OG 2% FILL SLOPE TOP OF WALL 1"-,, TO&Z-\ M BRIDGE DESIGN SPECIFICATIONS (1993 AASHTO WITH z GUTTER FL INTERIMS AND REVISIONS BY CALTRANS REINFORCING STEEL -fy = 420 MPG 0 CONCRETE f' c = 28 MPG V- STRUCTURAL ASTM DESIGNATION: A709/A709M9 fy = 250 MPG STEEL: SOIL NAILS: ASTM DESIGNATION: A615/A615M OR A706/A706M9 y=420 MPG SOIL UNIT WEIGHT = 20 kN/3 PARAMETERS: SOIL FRICTION ANGLE = 36° (35° @ SECTION B -B) COHESION = 0.0 kPG ULTIMATE BOND STRESS = 74 kPa (BETWEEN SOIL NAIL & DRILLED HOLE) DESIGN D = DEAD LOAD LOADS: E = LATERAL EARTH PRESSURE EQE = SEISMIC EARTH LOAD = 0.20g SAFETY MINIMUM FACTOR OF SAFETY, DL+E = 1.50 FACTORS: 9 DL+E+EQE = 1.00 (#25 IN r r1 ROWS) 600 380 MIN MAX 190 i -WALL LOL BACK FACE OF MALL -- a CABLE RAILING (B'l1-47 SOIL o #13 @ 300 �� #13 TOT o z rn :2 TOP OF' SHOTCRETE 50 r-- CLR ?5 • #16 CONT TOT 4 AT SOIL NAILS LI 25 CLR 4 600 HORIJ .+• VERT SOIL PROFILES 230 MIN CIP CONCRETE FACING .---#13 o C 300 ALONG SOIL NAIL PROFILES (SEE NOTE 1) ;�09 TOT 2 CONTALON# SOIL NAIL PROFILES BETWEEN EXP JTS (SEE NOTE 1) aIml I _ f t FG4 SEE ROADWAY PLANS � M _P - <r 29 NAILS IN--- m BOT ROWf®�.--'� ,e Vn w �? � Lc\j BOTTOM OF WALL > �- SEE WALL LAYOUT PLANS NOTES: 1. EXTEND REINF MINIMUM 1/2 OF HORIZ NAIL SPACE BEYOND LAST NAIL AT ENDS OF ROWS. 0 fTl3,vkl LEGEND; STRUCTURE EXCAVATION (SOIL NAIL WALL) STRUCTURE BACKFILL (SOIL NAIL WALL) ROADWAY EXCAVATION (SEE ROAD PLANS) LWTS OF EXCAVATION & BACKFILL NO SCALE K,-- WALL LOL SHOTCRETE W/ TYP RE I NF --- 1 # D #16 * r, BARS A+ SOIL NAIL OF BARS & LENGTH VAR TO FIT LENGTH_himMCd IARS FROtTiRETIRN WALL TYP RETURN WALL mill r PER SID ■.... #16 -1 BAR PER STD PLAN DETAIL EXTEND TYP HORIZ WALL REINF TO ENI OF WALL NOTE: DETAILS OF WALL AND REINF SHALL CONFORM TO STD PLAN DETAIL 133-8 EXCEPT PLANS .AND IN THIS DETAIL. RETURN '11ALL DETAIL NO SCALE BUILT ;< w, . r wIffalwimm1 fI j CENTRALIZERS EA END OF HOLE !# m OC BETWEEN,IN r 150 I NCL I ��Gj N JAI a ft mlimmossm PRODUCTION w ASSEMBLY NO SCALE laummumm / 11IFTWINIM0119111m :ffil ��r 000 ,,—INCLINATION Ilm- - IM AN ON \-INITIAL� GROUT INITIAL TEST GROUT FACE SOIL NAIL TEST SOIL NAIL ASSEMBLY NO SCALE • SOIL NAIL ASSEMBLY w mm Lo Fg'm*ki It M Em _ TEST SOIL NAIL ASSEMBLY 25 Lo n T Y P F "'-- i — HOLE --16 0 x 150 HEADED STUD ANCHOR WITH FULL PENETRATION BUTT WELD TO BRG F„9 TOT 4. 19 x 150 BEARING PLATE DETAIL NO SCALE FILTER FABRIC WRAPPED AROUND BOTTOM--) J ! mm SO GALV HARDWARE • • MESH A- • J 0 CENTERED SUTLET PIPE �ISIJT WHERE iC � '" ' �I ■ 11 NOTES: 1. DIAMETER OF TEST SOIL NAIL AND DRILLED HOLE DIA EQUALS DIA OF ADJACENT PRODUCTION N1 2. EMBEDMENT LENGTH EQUALS 2/3 THE EMBEDMENT LENGTH OF ADJACENT PRODUCTION SOIL NAIL ASSEMBLIES9 BUT NOT LESS THAN 4000 mm. 3. TOTAL LENGTH OF TEST SOIL NAIL ASSEMBLY EQUALS EMBEDMENT LENGTH PLUS THE LENGTH REQUIRED FOR JACKING EQUIPMENT® 4. THE INCLINATION OF TEST SOIL NAIL ASSEMBLY IS THE SAME AS ADJACENT PRODUCTION SOIL NAIL ASSEMBLIES. 5. THE PULLOUT TEST LOAD FOR 150 mm DIAMETER DRILLED HOLE SHALL BE 109 kN. G. SEE LAYOUT SHEETS FOR TEST NAIL LOCATIONS. NUMBER OF TEST NAILS SHALL BE NOT LESS THAN 5 PERCENT OF THE TOTAL NUMBER OF PRODUCTION NAILS AND EACH ROW OF EACH WALL SHALL HAVE AT LEAST TWO TEST NAILS. PROVIDE AT LEAST 2 TEST NAILS FOR EACH DIA OF PRODUCTION NAIL. 7. THE MAXIMUM HORIZONTAL SPACING BETWEEN TEST NAILS SHALL BE 100 m® STAGGER NAILS IN ADJACENT LEVELS A MINIMUM OF 2.5 m HORIZONTALLY. 1 L_ N ®a 6 1 %.. v u 1 t— 1_ 1 i 1 I t_ JOIN TO STORM DRAIN WALL B,wB NO SCALE if, 11 Nffi ` t WALL n ►I LOL- ril iI IT, 1 U0i AT LOCATION PIPEt REMOVE A 75 mmIf PLUG OF FILTER FABRIC AND GEOCOMPOSITE f 1 F374 u r� GEOCOMPOS'ITE DRAIN &OUTLET PIPES, (SEE NOTE 2) B S(H )/2 ! S(H )/2 S(H )/2 ! S(H )/2 B e i WALL-\, iDRAIN 300!3OlO C GEOCOMPOSITE DRAIN & OUTLET i PIPE 1 i TOP OF WALL 9 WEAKENED PLANE JOINT WHERE OCCURS. SEE B : t BO --3 i 1 3-2 II 1 !i WIDEi GEOCOMPOSITE DRAIN • mm OUTLET R ■ ES ol FG i NOTES w t- 1. S(H) DENOTES HORIZONTAL SOIL NAIL ASSEMBLY SPACING. 2® PROVIDE GEOCOMPOSITE DRAIN & OUTLET PIPES BETWEEN EACH COLUMN OF NAILS, PART ELEVATION - WALL DRAINAGE A - B U I Ll PLAN WALL DRAINAGETAIL. NO SCALE wwwas coo�; mll yll � CC W F— 1W 0 LAP MIN Z) W i 350 TYP m /J' I I Cr r r _ _ TYP #19 I ` c_.> CL r I I ' -"� ,� ! �,�.dl-�.- �� #19 x 5000 TOT 4 `.�. I I .�,. I I I I I I I I ! !! II NCx��• 450 mmC CMP #25 x 5000 #19 VI 6q PIPE OPENING TOT 2 TYP STIRRUPS LAP MIN`4 A 350 TYP REINFORCEMENT AT PIPE OPENING SCALE® 1:20 ® rrr --------------------------------- + _ r r- _ _ r r ® r r ` r r _ r _ d r 4 � j EJ -C GEOCOMPOSITE EJ t DRAIN t t i 4 __--_------__ _-_--_-_____ ------------- ______ t -------____-- _______-__--_ - t t t t t t t e i i t t t t t i e t t t t t t 3@ 1.220 = 3.660 i t t i 3@ 1.220 = 3.660—T:r t e e ( .610 ! 0.610 ! 0.610 t t i 4.270 ! 2.722 ! 4.270 i DETAIL SCALE: lgtCic TIES @600 A t 1 r.. - MIN & STIRRUPS f TYP #19 HORI •t • E. WIN x 5000 2 Em 0 fl - vi (NO PASSING • LIMITS ' 60.000 TO 80.000 30.000 f40.000 A 40.000 TO STA. .. 60.000 SIGNS TO BE PROTECTED IN PLACE 3.66m 10.97m E PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). `'" 3.66m 10.97m W6(50) PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). 3.66m 10.97m "QUAIL RANCH" =z PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). 12' 36' r#� ,w & R48 12' 36' so c� :`� IIII .. . TYPE NAME SIGN-, 12' 36' ali • � III ! • I I SII e •� • ♦ w E.P. co 11 . E.P. M •Z5QU I w E.P. .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR • w (01"I L T' P 0.10m/4" WHITE EDGELINE REVISIONS DESIGNED BY DRAWN BY CHECKED BY MCCAY, M. GHAHRAMANI R. McCAY # # r DBL #w # s 27m/ 88.7' REVERSE CURVE ,re�ML w r �� ■ n 3.66m 10.97m E PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). `'" 3.66m 10.97m A, PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). 3.66m 10.97m E =z PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). 12' 36' ch v -r y� 12' 36' so c� :`� IIII .. . TYPE t- 12' 36' ali • Wu -o 1 1\ro(4 UJ CN E.P. co 11 . E.P. M •Z5QU I w E.P. .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR z co (01"I L T' P 0.10m/4" WHITE EDGELINE IMmi ji 0.10m/4" WHITE EDGELINE COURSEGOLF 11111111171 �! 0.10m/4" WHITE EDGELINE EIp 1' ENT! ANCE w REVERSE CURVE r M 2 r 2 5 Y� 7��7,, r 3.66m/10.97m SKIP YELLOW CENTERLINE N V. fill ONE WAY NO PASSING YELLOW CENTERLINE NE WAY NO PASSING YELLOW CENTERLINE 5 5 5 0.10m/4" WHITE EDGELINE 0.14m/4" WHITE EDGELINE 0.10m/4" WHITE EDGELINE E.P. E.P. E.P. E TYPICAL STRIPING _ E TYPICAL TRIPINGItt cp TYPICAL STRIPING �-- cn (PASSING ZONE) 4- °` �'" NO PASSING ZONE, M r "' r , {NO PASSING ZONE, cM SOUTHEAST -BOUND TRAFFIC) NORTHWEST -BOUND TRAFFIC) LIMITS LIMITS LIMITS STA. 7 + 99.230 TO STA. 16 + 70.000 STA. 16 + 70.000 TO STA. 19 + 44.000 STA. 32 + 80.000 TO STA. 35 + 40.000 STA. 35 + 40.000 TO STA. 44 + 60.000 STA. 44 + 60.000 TO STA. 45 + 60.000 STA. 47 + 40.000 TO STA. 48 + 40.000 STA. 45 + 60.000 TO STA. 46 + 30.000 STA. 46 + 30.000 TO STA. 47 + 30.000 STA. 49 + 10.000 TO STA. 50 + 60.000 STA. 48 + 40.000 TO STA. 49 + 10.000 STA. 61 + 00.000 TO STA. 62 + 71.500 STA. 65 + 71.000 TO STA. 66 + 40.000 STA. 50 + 60.000 TO STA. 61 + 00.000 STA. 66 + 60.000 TO STA. 6 + 20.000 STA. 77 + 29.300 TO STA. 80 + 00.000 • EM III EXISTING F .. . A OFFSET STA. PROPOSED +a -.A OFFSET ! PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). s PAINT i w 10.97m PASSING CENTER(DETAIL w rPLAN A. r ACONTRACTOR). y•r. A, PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). I: • =z PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). C�PAINT 3.66m / 10.97m WHITE LANELINE (DETAIL 12, STD. PLAN A20A) (BY CONTRACTOR). y� • IIII .. . TYPE w, • . s • Wu -o 1 1\ro(4 UJ CN A IL co 11 . M •Z5QU RANCH w T- .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR z co (01"I L T' P ♦� IMmi ji f � .PM's M's TO BE FURNISHED AND INSTALLED BY CONTRACTOR. COURSEGOLF 11111111171 �! REVIEWED/CONCURRED COUNTYLAWRENCE TAI, DATE s- 000kATIONS MANAGER DATE 2 w _z SIGNS TO BE SALVAGED SIGNING, STRIPING, MARKINGNOTES SIGN MB" III T PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). s PAINT i w 10.97m PASSING CENTER(DETAIL w rPLAN A. r ACONTRACTOR). y•r. A, PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). I: • =z PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). C�PAINT 3.66m / 10.97m WHITE LANELINE (DETAIL 12, STD. PLAN A20A) (BY CONTRACTOR). y� • IIII .. . TYPE ( ! 5 ~..i ;IIs ISI !!IMIL Wu -o 1 1\ro(4 UJ CN A IL co OR • M •Z5QU RANCH w T- .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR z co (01"I L T' P ♦� ji f � .PM's M's TO BE FURNISHED AND INSTALLED BY CONTRACTOR. COURSEGOLF 11111111171 �! REFERENCE EIp 1' ENT! ANCE w REVERSE CURVE r M off r Y� 7��7,, r i x # GAP N V. fill 2 w _z SIGNS TO BE SALVAGED I 0 0: 0 I 4 SIGNING, STRIPING, MARKINGNOTES SIGN MB" III T PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). PAINT i w 10.97m PASSING CENTER(DETAIL w rPLAN A. r ACONTRACTOR). y•r. I PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). I: r A r m SOLID STRIPE (DETAIL * Il PLAN A 0 D:r s CONTRACTOR). =z PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). C�PAINT 3.66m / 10.97m WHITE LANELINE (DETAIL 12, STD. PLAN A20A) (BY CONTRACTOR). y� • IIII .. . TYPE ( ! 5 ~..i ;IIs ISI !!IMIL Wu -o 1 1\ro(4 pl I w I . II ,:..IIII II,I III ;� WI; 4�rl w i W6(40) ix�W -A : BE APPROVED . d A" (909)955-6815) r0 .iww isR. AY . : MORGAN :+A (TRAFFIC . .. AS.. MANAGER, ALL CAT -TRACKING .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR (01"I L T' P ji f � .PM's M's TO BE FURNISHED AND INSTALLED BY CONTRACTOR. mU) 11111111171 �! REFERENCE EIp 1' 27m/ 88.7' E T REVERSE CURVE r M off E.P. 7��7,, r off N V. I 0 0: 0 I 4 / 0 / L4J r A Au SIGNING, STRIPING, MARKINGNOTES W� PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). PAINT i w 10.97m PASSING CENTER(DETAIL w rPLAN A. r ACONTRACTOR). y•r. PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). I: r A r m SOLID STRIPE (DETAIL * Il PLAN A 0 D:r s CONTRACTOR). =z PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). C�PAINT 3.66m / 10.97m WHITE LANELINE (DETAIL 12, STD. PLAN A20A) (BY CONTRACTOR). y� • r # : S .' ♦ O. .w. MARKING A # Ps ARROW A k 1 A (THERMOPLASTIC) (TYPEr PLAN -...r MARKING .. 1S (BY CONTRACTOR). yA i . r (THERMOPLASTIC) APPLY r PLAN uJ >I- A : A - . A r. • # PLAN A a: (THERMOPLASTIC) A CONTRACTOR). Wu -o ui rr 3.. FURNISH AND INSTALL TYPE F DELINEATOR $ NOTED (REVISED r PLAN A .y CONTRACTOR). U +� N ix�W -A : BE APPROVED . d A" (909)955-6815) r0 .iww isR. AY . : MORGAN :+A (TRAFFIC . .. AS.. MANAGER, ALL CAT -TRACKING .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR (01"I L T' P ji f � .PM's M's TO BE FURNISHED AND INSTALLED BY CONTRACTOR. mU) 11111111171 Wmrn REFERENCE EIp 1' 27m/ 88.7' E T REVERSE CURVE r M M E.P. / 0 / L4J r A Au GILMAN SPRINGS ROAD FIELD BOOK NUMBER ISIGNING AND STRIPING PLAN CAD FILENAME - SIGNING, STRIPING, MARKINGNOTES PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). PAINT i w 10.97m PASSING CENTER(DETAIL w rPLAN A. r ACONTRACTOR). y•r. PAINT r • -LINE (DETAr PLAN A20A)CONTRACTOR). I: r A r m SOLID STRIPE (DETAIL * Il PLAN A 0 D:r s CONTRACTOR). PAINTAOM WHITE EDGELINE (DETAIL 27B, STD PLAN A20B) (BY CONTRACTOR). C�PAINT 3.66m / 10.97m WHITE LANELINE (DETAIL 12, STD. PLAN A20A) (BY CONTRACTOR). :. . i : CONTRACTOR). - A s.r' A. •. MARKING A < A (THERMOPLASTIC) APPLY (TYPE r PLAN • r # : S .' ♦ O. .w. MARKING A # Ps ARROW A k 1 A (THERMOPLASTIC) (TYPEr PLAN -...r MARKING .. 1S (BY CONTRACTOR). yA i . r (THERMOPLASTIC) APPLY r PLAN A : A - . A r. • # PLAN A a: (THERMOPLASTIC) A CONTRACTOR). Ly�r. FURNISH AND INSTALL SIGN AS NOTED (BY 1• rr 3.. FURNISH AND INSTALL TYPE F DELINEATOR $ NOTED (REVISED r PLAN A .y CONTRACTOR). A ASDIRECTED R :r r. CONTRACTOR). RELOCATE . ` PLACE. �R PROTECT -A : BE APPROVED . d A" (909)955-6815) r0 .iww isR. AY . : MORGAN :+A (TRAFFIC . .. AS.. MANAGER, ALL CAT -TRACKING .IYA .RtIY APPLICATION. M i r 1. STRIPING PRIOR (01"I L T' P .. f � .PM's M's TO BE FURNISHED AND INSTALLED BY CONTRACTOR. 11111111171 REFERENCE r. � t GILMAN SPRINGS ROAD FIELD BOOK NUMBER ISIGNING AND STRIPING PLAN CAD FILENAME - ra Rm 2 G u6w. FAI m 0 n n 46m 150'STORAGE 6 &NV� n a 0 co UJ2 L u EXISTING JW Lu a a. ui x Z CL cr) 4d, z Lu, -i Lu a < c rn ui uj a. > uwi 00 + 0 ce) a a. 9?zZ (jo co a zw <_ a 0 co UJ2 L u EXISTING JW Lu a a. ui x Z CL cr) 4d, z Lu, -i Lu a < c rn ui uj a. > uwi 00 + 0 CL + u I u u 14 to a a. 9?zZ (jo co a zw <_ , -cc W ul cn wm 00 mom, Lu co SIGNING, STRIPING, MARKING NOTES PAINT 0.10m / 0.10m DOUBLE YELLOW STRIPE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). PAINT 3.66m / 10.97m YELLOW NO PASSING CENTERLINE (DETAIL 19, STD. PLAN A20A) (BY CONTRACTOR). PAINT 3.66m / 10.97m YELLOW CENTERLINE (DETAIL 6, STD. PLAN A20A) (BY CONTRACTOR). PAINT .20m SOLID WHITE STRIPE (DETAIL 38, STD. PLAN A20D) (BY CONTRACTOR). PAINT. 10m WHITE EDGELINE (DETAIL 27B, STD PLAN A2013) (BY CONTRACTOR). PAINT 3.66m / 10.97m WHITE LANELINE (DETAIL 12, STD. PLAN A20A) (BY CONTRACTOR). APPLY ARROW MARKING (TYPE IV, STD. PLAN A24A) (THERMOPLASTIC) (BY CONTRACTOR). APPLY ARROW MARKING (TYPE VI, STD. PLAN A24A) (THERMOPLASTIC) (BY CONTRACTOR). APPLY STOP MARKING (STD PLAN A24D) (THERMOPLASTIC) (BY CONTRACTOR). APPLY .0m LIMITLINE (STD PLAN A24E) (THERMOPLASTIC) (BY CONTRACTOR). 11 FURNISH AND INSTALL SIGN AS NOTED (BY CONTRACTOR). @ FURNISH AND INSTALL TYPE F DELINEATOR AS NOTED (REVISED STD. PLAN A73C) (BY CONTRACTOR). @ RELOCATE EXISTING SIGN AS DIRECTED BY ENGINEER (BY CONTRACTOR). (9 PROTECT IN PLACE. @ ALL CAT -TRACKING TO BE APPROVED BY J.R. MORGAN (TRAFFIC OPERATIONS MANAGER, (909)955-6815) PRIOR TO STRIPING APPLICATION. 4RPM's TO BE FURNISHED AND INSTALLED BY CONTRACTOR. *Qr A_ TA b C - T 4A id- 40 co Al 110 E. P. 46m / 150'20-R`" STORAGE IN R18-2 7 At - is q (0 C5 5 '4� co t1v' y- 4$ p7 41v44?.�4 V61 N _4) z 40 400 r4p 251 I TAWRENCE TAI, COUNTY TRAFF16 ENGINEER DATE ------------ a ix mm� a ■ I # 60 irk. AS, RVIET f DESIGNED BY McCAY, M. GHAHRAMANI SIGN NO. SPECIAL TYPE NO. CODE C5 C5 C5 (ST)(LT)(RT) C19 C2 C3A Cl C3 W53A d REMARKS ui 1 A 1 36 8" LETTERS 2 J 1 8" LETTERS 3 A 1 8" LETTERS 4 B 1 8" LETTERS 5 C 1 8" LETTERS 6 D 1 8" LETTERS 7 D 1 8 °' LETTERS 8 E 1 611 LETTERS 9 E 1 6" LETTERS 10 A 1 6" LETTERS 11 _1 12_ 1 13 A 1 6" LETTERS 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 D 1 8" LETTERS 23 F 1 8" LETTERS 24 1 25 1 26 1 27 1 28 1 1 29 1 30 1 31 32 A A 1 1 6" LETTERS 6" LETTERS 33 A 1 6" LETTERS 34 A 1 6" LETTERS 35 1 36 1 37 E 1 1 6" LETTERS 38 1 39 G 1 8" LETTERS 40 H 1 8" LETTERS 41 1 42 1 43 1 44 1 ROAD CLOSED 2 MILES AHEAD LOCAL TRAFFIC ONLY 45 1 ROAD CLOSED 1 MILES AHEAD LOCAL TRAFFIC ONLY 46 1 47 1 48 1 ROAD CLOSED 3 MILES AHEAD LOCAL TRAFFIC ONLY 49 1 ROAD CLOSED 2 MILES AHEAD LOCAL TRAFFIC ONLY TOTAL 20 5 3 5 3 1 2 6 4 1 , it '� +� ' , • A. r a i r, r • r. r, :. �' + � a �• A � r"r � , r�r , � , , � r SPECIAL "A" NIII III 1 1 " !1 �1 A �F co MORENOV ,a VALLEY d ui ALESSANDRO 36 f SPECIAL "D„ IIS f I II IIS I I�I I I S; C5 (LT) 19 e >®\ ` RANCH GOLF COURSE CONTRACTOR TO PROVIDE TRAFFIC CONTROLS FOR `\� Sl CLOSURE AND LOCAL ACCESS `\ _ IN PROJECT WORK AREA i SIGN `S 3o SIGN NO. PRIMARY DETOUR ROUTE N BARRICADE4 TYPE III WITH C3A D. COUNTY OF RIVERSIDE AND CITY OF MORENO VALLEY RESERVE THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT, ANY CHANGES SHALL SUPERCEDE THESE PLANS. EXACT LOACTION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE ENGINEER. E. ALL TRAFFIC CONTROL DEVICES, STRIPES, MARKINGS, LEGENDS AND RAISED PAVEMENT MARKERS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS, AND STANDARD SPECIFICATIONS (MOST RECENT EDITION). F. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. G. CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES FIVE WORKING DAYS PRIOR TO CONSTRUCTION. H. ALL ADVANCE WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS® I. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS® J. ON FREEWAY WHERE THERE ARE "GILMAN SPRINGS ROAD" SIGNS, DISTANCES ON SIGNS SHALL BE COVERED WITH "CLOSED" SIGNS. C5 (RT) D LIM & NASCIMENTO ENGINEERING CORP. A� A APPROVED CIVIL NO. COW EDWARD NG - - RCE C4 DATE: DESIGNED BY: EDWARD NG I DRAWN BY: ERIC GIROD CHECKED BY: Q� 70 > Q °- 4 f BEAUMONT I 42 ___________ w atric 1! z W rrl Cr < r co I I A __! I 41 04.39 ! f f � f I f l 29 cn fluj d cc +- 30 20 22 r 14 ar 2 4 w48 15 �* a� 25 0 Q V) 6 uj z 33 � I 0 f I A A *f ' wr.raa r.r.. r 4 r l M a 'a a unu rf�,Cavr�mc - SHEET NUMBER 1 OF 1 ffm CODE SIGN NO. SPECIAL C5 C5 C5 TYPE NO. (ST) (LT) ( RT) C19 C2 C3A Cl C3 W53A REMARKS 1 A 1 WITH C3A 16 E. ALL TRAFFIC CONTROL DEVICES, STRIPES, MARKINGS, LEGENDS AND RAISED PAVEMENT 37 8" LETTERS 2 J 1 v - STANDARD PLANS, AND STANDARD SPECIFICATIONS (MOST RECENT EDITION). F. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL, TIMES, 8" LETTERS 3 A 1 AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR ,q A IVA APPEARANCE AND CONTINUITY. 8" LETTERS 4 B 1 CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES FIVE DAYS PRIOR TO CONSTRUCTION.`, WORKING�1Q H. ALL ADVANCE WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS. 8" LETTERS 5 C 1 CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS.cr- 8" LETTERS 6 D 1 z SHALL BE COVERED WITH "CLOSED" SIGNS. wry 8" LETTERS 7 D 1 K. ALL SPECIAL "A" AND SPECIAL "D" SIGNS SHALL BE INSTALLED AT LEAST 10 DAYS < PRIOR T CI -IC RE OF R � 8" LETTERS 8 E 1 6" LETTERS 9 E 1 6" LETTERS 10 A 1 6" LETTERS 11 1 12 1 13 A 1 6" LETTERS 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 D 1 8" LETTERS 23 F 1 8" LETTERS 24 1 25 1 26 1 27 1 28 1 29 1 30 1 31 A 1 6" LETTERS 32 A 1 .6" LETTERS 33 A 1 6" LETTERS 34 A 1 6" LETTERS 35 1 36 1 1 1 37 E 1 1 6" LETTERS 38 1 39 G 1 8" LETTERS 40 H 1 8" LETTERS 41 1 42 1 43 1 44 1 ROAD CLOSED 2 MILES AHEAD LOCAL TRAFFIC ONLY 45 1 ROAD CLOSED 1 MILES AHEAD LOCAL TRAFFIC ONLY 46 1 47 1 48 1 ROAD CLOSED 3 MILES AHEAD LOCAL TRAFFIC ONLY 49 1 ROAD CLOSED 2 MILES AHEAD LOCAL TRAFFIC ONLY TOTAL 20 5 3 5 3 1 2 _6 4 1 ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS NOTED OTHERWISE TRAFFIC CONTROL PLAN GENERAL NOTES: A. IT IS THE RESPONSIBLITY OF. CONTRACTOR y: Oi i i Oi. iii.. O.. A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROLREQUIRED OF TRAFFIC ► PEDESTRIANS -O• AROUND O- AREA �. Y PROVIDE MAXIMUM PROTECTION ## SAFETY TO CONSTRUCTION WORKERS. B. THE CONTRACTOR SHALL NOTIFY COUNTY OF RIVERSIDE, CALTRANS AND CITY OF MORENO VALLEY AT LEAST FIVE WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION CONFORMC. ALL SIGNS, DELINEATORS, BARRICADES. ETC. AND THEIR INSTALLATION SHALL OF CALIFORNIA AD SPECIFICATIONS LATEST EDITION AND CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROL9 FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (LATEST EDITION), AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH, LATEST EDITION). D. COUNTY OF RIVERSIDE AND CITY OF MORENO VALLEY RESERVE THE RIGHT TO OBSERVE TRAFFIC Oi • PLANS AO s ANECESSARY CHANGES CONDITIONS WARRANT. iCHANGES SHALLi i PLANS. EXACT LOACTION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALLBE DETERMINED BY THE ENGINEER. DESIGNED BY DRAWN BY MCCAY, M. GHAHRAMAt4l R. MCCAY LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE CHECKED BY WILLIAM MORGAN, TRAFFIC OPERATIONS DATE GILMAN SPRINGS CLOSED ii AL ' + ONLY SPECIAL // H // L II lGILMAN SPRINGS rl DETOUR SPECIAL. //J// iGILMAN SPRINGS RD. i(WEST OF ROUTE 4 CLOSED SPECIAL ,GILMAN D C5 (ST) r� (D' T Qv co 01 MORENO C) VALLEY z d 46 13 d 0 26 12' Ld BLVD 38 ry ALE,,SSANDRO 34 10 27 11 '� @5 36 LEGEND: SPECIAL //D// GILMAN SPRINGS RD -i: C5 (LT) RIDE CLOSED LOCAL TRAFFIC ONLY!, GILMAN SPRINGS RD -1 J \ \ 19// \\\ \ \ \\ RANCH \` \ GOLF \ \\ COURSE \v\ v \ \ S. CONTRACTOR TO PROVIDE \\\\\ �•°Ji \\\`\ TRAFFIC CONTROLS FOR `\\\ CLOSURE AND LOCAL ACCESS IN PROJECT WORK AREA 'I SIGN \ \ 3 C) SIGN N O . .� PRIMARY DETOUR--- �� \ `\ � \ 17 ROUTE \\ J C5 (RT) 0 L U DS AD. L. CONTRACTOR SHALL GIVE ENGINEER AT LEAST 15 DAYS NOTICE PRIOR TO CLOSURE OF ANY ROADS. }> : a APPROVED } .O ! `i . DATE: DESIGNED BY: III El . 1 DRAWN III IC GI:• • r RIGHT r Or ILO TRAFFIC ONLY, t ll �1 0 +UO 30 22, Y FA 1 SAN 0 ROUTE 10 1 r � . s • .: .i0i ill F101 ei a 1 .:. l I . .. . RK ORDER3 GILMAN SPRINGS ROAD IISA2-0433 A7-0310 SURVEYNUMBER CIVIL.. ma cam RrCdW.V0 4/DA� DETOUR AND TRAFFIC FILENAME - DEPUTY DIRECT( FT ., ..i. «* Nor . 42328PLAN NUMBERMANAGEMENT SHEET JIMI OF I--1 BARRICARE TYf E I I I \�,J WITH C3A 16 E. ALL TRAFFIC CONTROL DEVICES, STRIPES, MARKINGS, LEGENDS AND RAISED PAVEMENT 37 MARKERS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, v - STANDARD PLANS, AND STANDARD SPECIFICATIONS (MOST RECENT EDITION). F. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL, TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR ,q A IVA APPEARANCE AND CONTINUITY. G. CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES FIVE DAYS PRIOR TO CONSTRUCTION.`, WORKING�1Q H. ALL ADVANCE WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS. I. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS.cr- J. ON FREEWAY WHERE THERE ARE "GILMAN SPRINGS ROAD" SIGNS, DISTANCES ON SIGNS z SHALL BE COVERED WITH "CLOSED" SIGNS. wry 4L.. K. ALL SPECIAL "A" AND SPECIAL "D" SIGNS SHALL BE INSTALLED AT LEAST 10 DAYS < PRIOR T CI -IC RE OF R � - 0 L U DS AD. L. CONTRACTOR SHALL GIVE ENGINEER AT LEAST 15 DAYS NOTICE PRIOR TO CLOSURE OF ANY ROADS. }> : a APPROVED } .O ! `i . DATE: DESIGNED BY: III El . 1 DRAWN III IC GI:• • r RIGHT r Or ILO TRAFFIC ONLY, t ll �1 0 +UO 30 22, Y FA 1 SAN 0 ROUTE 10 1 r � . s • .: .i0i ill F101 ei a 1 .:. l I . .. . RK ORDER3 GILMAN SPRINGS ROAD IISA2-0433 A7-0310 SURVEYNUMBER CIVIL.. ma cam RrCdW.V0 4/DA� DETOUR AND TRAFFIC FILENAME - DEPUTY DIRECT( FT ., ..i. «* Nor . 42328PLAN NUMBERMANAGEMENT SHEET JIMI OF