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Home My WebLink About3025-5 (2)ci� cm LD to 0j m (13 U_ . . . . . . . . . . . . . . . . . . . . . 7 L 7_1 _7 12- � ------ :17 7= ........ '7 .... ... .... _j .7- 77' T" . ....... ... ... . ...... ..... ........ . . . . . . . . . . . . . . . . . . . . _T.-7 1/2" OVERLAY VIDE MINIMUM _NT PAVEME TO MATCH PROPOSED GRADES, SEE DETAIL ON SHEET 2. t7 ...... ...... . C 6 CONST01JCT,-e'rURB ONLY PER CITY STD. NO. 1003 7 ... ... - - - - -- - - - - - - - 40 Y, . . . . . . . . . . . . . . ....... RADE. SEE PAVEMENT SECTION NOTE GENERAL NOTE ON SHEET 1. 7 . .. . ...... 8 :7 BEYND BACK OF eURB A�D..INSTAtt,-CAP. .. ......... ------- ----- ---- --- ------ CONSTRUCt'41" CONCRETE SIDEWALK PEk CITY 8fog,no` 1015'.1 10 CONSTRUCT 8" CURB & GUTTER PER CITY STI) NO. 1003. SION PER APWA STD PLAN NO. :513-1, CASE PER PLAN Z' AND DETAIL HEREON. ....... I HALT CONCRETE DIKE PER CITY STD. NO. 1 6. =.w ---.1 . CONSTRUCT 8" ASP R- . . . . . ... . . . -77. A RELOCATE EXISTING POWER POLE AND GUY ANCHOR BY SCE. Rp. ....... . ... Z: -- - ----- ---- - - - - - - - - -- ------ REMOVE EXISTING CHAIN LINK FENCE. RELOCATE EXISTING SIGN BY CITY OF FONTANA. 7.. . ...... ... --- ------ . ..... t ...... .. SIGN. ......... .. REMOVE EXISTING TREE(S). ...... ...... ...... ...... ... ...... . . . i- . . ....... PHALT CONCRETE CURB. ....... 4- REMOVE EXISTING AS -Tn SAWCUT AND REMOVE EXISTIN' AC PAVEMENT. 7 .Z4 BASIN�> SEE STORM DRAIN PLANS CITY DWG. 3026AFOR CATCH 7 1 P E S 6AIT, ...... ... . /A\ 7: -7 70TE 77 .... ..... 7 RELOCATE EXIST.' GAS METER BY SO. CALIF. GAS COMPANY L& HIGHWAY DESIGN MANUAL ------- MANUAL TABLE 405-2A. SEE TABLE ON SHEET 5. 4 PWO .... .. N HPSV STREET LIGHT (20C WATT; #20) . . . ... ...... ..... ....... ... ...... ....... ADJUST TO GRADE EXISTING TELEPHONE MANHOLE BY TELEPHONE CO. 7 - it -it RELOCATE EXISTING MAILBOX. -7 7 j-": ......... .... .... ..... .. 4.- - I - ...... ...... CONSTRUCT RESIDE 'iAL DRIVEWAY PER CITY STD.NO. 103. .. .. ....... ...... ---------- IU . ....... ...... 7 77 'vm E7 VMT. 4 VJ IJ�T- 5F_ W F9 M14 TO ORP -PE PEIZ CITY OP 'F4*4P% HA *7P WO. 100. PROFILE SCA___ ..... .... ITORM. 40' -:7 7-, 1 4 E c J 36+00 37+00 38+00 39+00' 40+0'0 Oor 6m YS"C, FOe *TIZ�r5T UOH 41+00 om SO 42+00 43+ 44+00 r-?ePEjZ 'ro -sow 5T. L.T. 0) Uj 6- 0) 0 Lai im LLJ INS-rAL New ChAttv �Ljpvpc N z o 13 qt r% (b LL_ LL U_ REVERSE TAPER LINE _L/3_ I _.�j Ui n Ix aq U') d. LL. PARABOLIC CURVE W=21' + _j C6 00 L) 0 0) P to P , P + OD 0 , 0 PAFZA130LJC CURVE + c%j 0 06 r 50 C4 0 00 BASE LINE L=120* + + 0) + Ix LO C-) _j to C.> _j. ID 0 _j W 0 _j a) Z Li- fz- LA- + U_ + LA- ,L -DA + + �zt-3/4W z P, 0 f; 1., 0 co. 14) (o -Ar In . 4& - OD t-, %0 < 06r,: < 06 RSF-cA t225 Cq), A C_ 1--->A VlAkj r DISTANCE "X" ALONG BASE LINE(Fr) 10 20 .30 40 60 80 90 100 110' 120 vi mc) (A moy y) c)c) a-) (-D OFFSET "Y", OM BASE UK (FT) 0.33 1.31 2.96 5.25, 10-.50 15.75 18.04 21.56 20.67 21.00 Cb Ac� C V I V lc:�- -- -3 - f F c f AAOP 60' TABL. E EV 00 ERSE TAPER 487 510 O)v .1-3 A ;7�� c 5.1 ?AIM U R Li A A .,S I P4 )rTA MEDI 5 5 219 AN TAPER NTS �,q Am 7,0 0 4 0 AL DEPRESSION DETAIL U_ tj z LLj 10 Ld U6 SCALE- F'� 0 f 0 _T_ Z, t, 42 Ssi 4 0 + . ...... < DAYL %PV1 N MA FL 7 ut . --1 - /I ` 67 7 N�&ERNAPfw em 74F LEGEN I'L 'R >.6 M GRAD Virn CA ;R C: OVERLAY COLD. PLANE AND A g &j re. Fc b) NEW AC PAVMENT ST -A. 364.-5n6 MULBE RRY= 9 F-4 1 [O+M,00 (LEF z :91 z co LINE CITY/COUNTY BOUNDAR Yo - 1`4 V%,F a- 6" FUEL cb t Uj E 5" N TW URUP&-2-- Z. 6757 M 6-30 �A ago C4 �L _Z_ rx 1-� I IN L7 W M/ --. r' I / 27 N �j c n 7j CNI 20 in I� c z SIRE E_1_LIJQ R -T LE!QEND' .. ....... -T + < LJ W W B W L&I I'll, -.13--D 22000 LUMEN HPSV STREET'LIGHT 200WAIT.. #20 LL. BER AVENU CR V� cn' -MUL a 0 lie LA- 0 1100 , �i - �� W 00 30 FT ILUMINAIRE HE". T 0-17. z so 126 0 20' 40 LLJ FUTURE STREET LIGHT LOCATION n34 L (,51) al CASE—* jq FA- I! - A A JURUPA AVE SIF SHET 4 FOR GRADING'Pb4 vA NJ SEESHEET 3 CURVE DATA R L 180100V" 12.50" 39.27' B 03*2S39" 500-00' 29.62' 14.82' C 02#33'03" 500-00' 22i26' 1.1.13, D 02* 1 Ol 2?' 500:0011 18.94' 9.47' E -oxoo'48- 500:OW 1. 26.30' 13.15' CL k.ZZUUV LUMtN HPSr, 200 WATT; #2Q) TANGENT DATA Iq 'SCALE: I =401* "--e? EXIs-n NG. 'STREET LIGHT T1 NO3*59 04"E 34.16'. T2 S01*26'02"W 34.40' T3 N0336, " 14"E -27.45' APPROVED BY: r5--rl 1* A '*j COUNTY OF' N BERNARDINO' -rY OF SA -N CC U�l -f4mr 12E PU _U P 41 Q9 FYrME= 81L_Ilc� W<0me (> F. fw*Wrj�A&T 4M F' P- 51.1 C.., WCFIds fn oo U 4 bdq 7 Wr% 797USM.dwq CHIEF DES DATE REV. RMON OWIF111ON DAIE ENG% Qp� DATE BR_ I M E RIE _RQH MARK: SECON RY BENCH MARK: mlel?16,9. L170meling, /fle. CITY OF FONTANA'CALIFORNIA fE P!nq Px.v,, or cft S=AMWRVG*LWD SURWWM SOUTH �W 43, SHOULD CONSTRUCTION OF THE REOUIRED IMPRdVEMENTS NOT 16800 VALLEY WEW AMME EAST CORNER JURUPA AVE. 1#04S-t� 08F. 15+16W ffP,&XM9C.;, 6k L-EVEP- CITY'OF FONTANA B.M. 581' .1.4 MIR&K W"MM SO&V* INMRIMAMPROVEWENTS COMMENCE WITHIN -I`WO YEARS:OF THE DATE 0 0 'APPROVAL C= ffl(N4011011 W1714)521-4173 &MULBERRY, AVE.; SET CHIS. A A& C/t -Z IS, 41<&f 6 tv" J� DImVN BY: BCR; LRT scAtL- VmT 457. RAILROAD SPIKE IN EASTERLY @ Zi -- 9A= 1 01 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER Liz. --c z MULBERRY rNIVENUE -1 FACE OF POWER POLE NO. 674320 E AVE.i SET CHIS. DIAL Ar-;MCPZ- tftvc-c- rd_101e,4mz-_ A.C.- -P*V-c d-Ak' I V., L I �B Prepared Under'The' Supervision Of HOMZ. I". 4V. 640 S/0 tJURUPA AVE TWO WORKING e4ticP'no-jr. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS To R.C.E. NO. 43293 DAYS BEFORE DESIGNED BY.- DAIE- tPi &P 3-31-44 I'T� I , � AT THE NORTHWEST CORNER OF 36.2 Z/0 MULBERRY AVE. YOU DIG YOU DIG _t1f415 Af'f"%1AL. IS C-6P4-tj1RCrr_K-t %A?6w. M BRING THEM INTO CC',*ONFORMANCEWITH CONDItIONS AND CR/LRT �04 JURUPA, AV TO.740'±.:NORTH- 7 02 JURUPA AVENUE AND MULBERRY AVENUE _APPR0VR`BY.- DR MLL. FREE e_1,0$AW%f 't Aff"AL or STANDARDSIN EFFECT. Aw�e<A�cDate - L CHECKM AVANG NO.. EV. 91-5.775 A PUBLIC SERVICE BY UNDERGRUUND SERVICE ALERT ELEV. 918.40 EL 1AF_ PIX00assp. %W%PV_c or c A, HAIDOOK L AqHAAkN RCE Nd. 43293 IIIA 3025 CITY ENGINEER F