Loading...
HomeMy WebLinkAbout3789-5�,5*09`, ----G2- 0.5.0%. -1-0 -`88 2-34--00.--J90 P- I-= -64; ... .. ..... - Ims. 1�7'1'777 777 . .. ...... .. -5-0, 0..5070�: - G2. .... .... . . .. .... -- -- ---- ----------- ...... 0. ...... . 16 318 - - --- --- ------- --- --- ------ ---- ---- --- ---- ....... ­­. -0 ------- 1- ­ -­­..­-.­.-­.­ --- --(Z� -00 ­. - ................ -------- - -- .... .. & ....... .... . . .... - - ------- -- + -- ---- . ....... '0 o ------ 07-; _0 ... ........ ......... . . --------- f4' -:7 0`50 -00 -------- --- T -M 0 -------- im ------- Ns C -Z to 00 s ......... . .............. . .. - ------ �::7 nx- 77 a -7 + -<0 -0 ----------- ---- -- + + + C r .. ..... .......... .. ..... .... .. ----- ---- I.. N - - - - - L - - - - - - E 71 ....... .... ...... ..... Q.R .017: - - - - - - XI STING -N 0;.50,`5n -N 10-6 06 - - - - - --- - - - - . ...... G ---GROUND EXISTIN ------- -------- -------- AT- � ----------- --- Uka .410 ------ ---- ------ ---- ----- - ------ ------- .... . ...... . ..... .. . ....... ....... .. . ....... 0-00 7�� .... . ...... . ..... .. ----------- . ..... .... . ---­------ ...... ........ 50 +-00.-0 :064:75- 3--::-0:--,25 ----- ---- --- r ------ . ....... -40 NO - ..... ........ -- --------- -------- --- ------- 15 -K + -5- ]CO-0. ... ....... ---------- - - - - -------- 2 ---------- ------ -- Im, Aj ----- -- tq - --------- - -------- - -------- -- ------ -------- ------ jl� --- --- ...... ------ t 7 (0= 00 00-- 07 0 u) C14 ---------- ---------- - -- ------------- ------ ...... .... --eq ............ .. . ........ ....... .. ............ ....... - ------ ---- C\1 ------- .... ...... _0 .... ... ... + - ---------- ...... . . ... ...... .. 0 -------- ------- ..... .. . .......... L 7.24% 77�77-77-7--�:�-----,-­-- �-�-17­­.-------� -1'0� 76,' Darriji j=ft' _77- Ahor- - 0-70 10- u q In Alibi -u ...... 4 --------- -- �. --------- ... ...... v ------ -- ----- P -OP 50�-- VEY- :S' . . ........ � .... . .... . ...... ... -:.-.TjO P-: 0 1 - ti z Ak- ?LY -S:LY-,:- .. .. ...... ....... -- - - ------- - ----- .......... ...... - -------- ------ ....... OF'--ME-DIAN=CUR8---- --- --- ------ jz.i 'ND ....... . EXI ... ........... At to ........... 00 ff ........ ....... -INE.: .. .. .. u, A --CEN-TERL -z ------ --1 ...... + .. .. ....... .. ........ ......... ------- ------ TO.O.-Do-'- . . ...... ........ ...... ----- ------ ------------ ago: -8 Q), -3.- --------- ! --------- �- -­­ ­­­ ­­� , _�__25+00_ -- ----- --- ---- C ------- - PRP�4-06, - -- --------- ---- --- - ------ (0 ..... ..... + 43 .67 4 + - 0- ------- + -­-� ..... ---------- Li -------- lo.; 50, 00 .. .. ...... . ...... .... .... -4z) -- ------- - -- ------ -Z) .5 In =+ AC-) -C* .......... 10 - ------ C- x%j . ... ........ ------- 141 ...... .... .. - - ----- p ------ ----------- ....... ... . .... .. --­--------- — - ----- - -------- 7;' ... ..... -OSED'-'SLY-­- . . ......... .. .... . ..... - -------- .......... ......... -TOPL7OF--CURB­' . .......... . . ......... ...... ......... . -------- ------- ------- ..... .. . . ... .......... Co ---- --- ----- -- YLOTHERS .. ....... ------ ... ... . ... . ........... . .... .... A - ------ ------- ...... 7-1 ��­­­N� . ...... ------- .......... -IL ----------- ----------- .... .. ...... -- - ------- C - - - - -- .... ... .... ........ . . - - ----- - ---------- 7- — - --------- ------ ---- ------ ..... .. ... . .... -0 ------ . ...... 1��Q.-- -5 G G 77- --------- 0w5 .......... - - ----- ----- - - - ----------- ------- ---------- ----- -------- � . ..... --------- ...... ------- - ----- . ....... ... - ------------ + + 0', + + 23 24 25 26 27 PROFILE SCALE 28 29 30 31 32 33 VERTICAL: 1"=4' HORIZONTAL: 1"=40' zi 9 0 0 (9 CONSTRUCTION NOTES It lu lu low Eel 11111111 lu u z luo luo (a CS CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003 (8" CURB AND GUTTER) CONS77?UCT 5' MDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1015 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957c COMPACTED NA77VE SUBGRADE CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957o COMPACTED NA77VE SUBGRADE ADJUST VALVE COVER TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED SAWCUT AND REMOVE EXISTING AC PAVING PROTECT IN PLACE (17EM AS INDICATED ON PLAN) EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED BY EDISON COMPANY EXISTING POWER POLE TO BE REMOVED BY EDISON COMPANY BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON FILE IN THE OFF10E OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE OF SAID COUNTY SURVEYOR. BENCHMARK ELEV. 1077.40 LOCATION: CHISE�ED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. GRIND EXIS77NG AC MINIMUM 5' WIDE, 0.10' DEEP AND OVERLAY PER DETAIL ON SHEET 1 CONSTRUCT FINAL AC TOP COURSE BY OTHERS (AS DIRECTED BY CITY ENGINEER) ^r -N CONSTRUCT CONCRETE CURB PER CITY OF FONTANA S7D. NO. 1003 (8- CURB FAL.-r-) all NO. I REMSION DESCRIP-17ION I DATE I ENGR. I CITY I DATE 0 40 GRAPHIC SCALE: 1*=40' 80 1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 41111�- .,%% O;w i?�VESS!q4,74' X Oil I S NO. 33366 rn EXPIRA11ON 6 30-2006 .44 CIVIL OF C COURSE DATA BEARING DISTANCE 1 N82-21 2 14 " E 40.31' I IUITTwZOLLARS Huitt-Zollars, Inc. Ontario 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400 APPROVED BY MAURICE H. MURAD R.C.E. 33366 EXPIRES DATE 6-30-06 p ,60�, g CITY OF FONTANA, CALIFORNIA DRAWN BY: H — Z STAFF DESIGNED BY: M.H.M. CHECKED BY: . M. H. M. '/ 37r.O---,'F=F=T UNPROVENEM7 PLAHS P.M. NO. 18264 - SIERRA BUSINESS PARK SANTA ANA AVENUE FROM 1901 EAST OF PRODUCTION AVENUE TO 1190' EAST OF P/RODUCTION AVENUE APP Z D Lk�� 1 4!5% CIT'( ENGINEER R.C.E. 51152 w DATE: SCALE: AS SHOWN DATE: 3-2005 DWG. N 0.: 3789 C� LO LO 0 0 CN 5] c; 19 19