Loading...
HomeMy WebLinkAbout3253-3=1:7- 4 _,7= 17 ------------ -------- .... ------ - =4 77-7, _4 - -- ------- - =:4=- 7 77- . .. .. --------- -- - 7-:_7 7-7--r 3 -777- 777--- 7A 4 ------- ---------- =4 _4 71 -1 ----- -- --- T� ---- - -- ------ ------- - L -4 3 Z =__4 j. ... .. .... ... ----- -- -------- ------ - ----- - z IN VER ----- --- -- --- ----- --- QC_77=7777t C3- - ------- Lf. 4 ____ - -, ---- �- - -C ­­­ ___ :_ - , - __ - - ­___ __­ -.- = � - = _7 __ -I ==- - ___f I—— = =--. --1-1- _== __ .= - , =_ '7- __4 :==77.=' L0 4 - ----- _�, = --- _ _.. - - --- — I = =4 7-- ----- ----- - ------ --- ------ -- d__ 7 - ------ J': 5 _7= _77 --- -------- ------- __ =_777-177j, 1 --- - =7 4 ------- J=- r 7_ Z_ _7 T, �01 N 4 T -J, _,7 z �.j OVER_ tvvtR::-- ----- z _j -t-77- _El Z ---- ------ 4 _ =J�" q ........ 74=7= _'=7 4_ ------ + —4- :z� 7 -4 -- -­ t--- Z - j7___ ----- ------ -- ------- - -- ----------- 77--� 7= ==t7=__ __E . ..... L - - - - -- - - - - Z - M.1= A -A F 7=77[=77j= 77- _:EL L � 00 T- . ... ... _J:: .7- --1 T =-Z ------ - - ----- z2Z 4 7- �7_�_j 4 ---- --- -------- ------ _4 -4- ------- A __4 - --------- 9 z_ Z__ Z, _E - --- -------- E:-E -J== 370" __4 +-- - ---- TF -7 -N-i . ..... - ----- - ------ 4-H-1z, 7_ U167 4 7= ------ ------- - ------------- - -- - - - - - - - - - - - - I j -T== ---------------- - ------- 7�------ ----- ___17 - --- -- T X-4 PiE - ___+____E_ -,-I _I_L� 14 114 ----- --- -- --- __4 �7EE 'T=, _'Z -7, -4-1 _J: :7_T,._-7_,____' ==,17", 77 - - _777 tz_ _4 - 777 _7 q 4FE4, =T ...... .. . . _- ------- ------ --------- ----- ---- -- --- - - ;=Z4� ------ __4 4-7-,11 :_-Z=_ --------- - ---------- ---- -- - -- --------- - ------ E ------- ------- -------- _7 -------- - ----- - 00 _4= C> :Z -7- _J== _77= - - ----- E" z= 2— _T 7- . . . . . . - ------ 7 -- -------- -7:71-1- - --- I _-__ - ____ ___ ­ --f- - - -4 _=47-:_ Z =7 =4.. 4== L t 1-.- - - ---I- _11 __ -1 --- 11 =__ - - - 77- V A JF�=O _q __TT -TE= —4 11llikil- 7 _F 91.50,i 4- _7 7,_,7_ .7 NSTRUCT�2_' 5.-68- _17.= _B �:V 1_11VIN W14CF-57. =7 "Ut­ -L 017- CP__- ECONST �1 5.60:- L----- -- ... ... ------- -- ---- GI`H-,-SEWE 777 '�STRENG H_,--__-SEWER,�_--�,_,'= -_i- - I - - 1 ___ - ­­.. i - J t: -- - 1-1 __ 4 __ , ql --- - 7_--1 ­4� ­- I - Z, ------------- =7 EX M- PCOME U: 4,-- 4 -- t____t11____1_1 lao EOZZ. lax ellp do ON 12", is 14- U 12 ASWORD LANE MOO, 11") 1 5P' 25' 10 4- 0, 2�" Cl) 7 0 9 7' 18 18'1 7j 11 12 13 14 '105 16 17 56 55 T_ Ew — - - U-) PROPOSED C M__ 1- 51 PROPOSED 5' PUEi I 4 RW 5' PUE­ 54N, 5' PU PROPOSED RW PUE (TYR) RW- 2 (TYP-) S (TYP.) Cl 4; I%n C) 53 ROPOSED ZAN 6 FIRE HYDf w -!hT w LnL w w w w w w C�4 W w W W w w CN 13 14 10 11- T I I I I I - I - __ e-, W 1w 12 Co 00 N87#171 N89 f7T4-W-- t 219.68' 00 219.68 En _N1 3 y C14 C14 �jo 3 52 _4 5 57 (TYP-) 5' P U E- Jul PROPOSED Bw SEWER 5' PU (TYP-) 5' PU (TYP-) PROPOSED RIW a- CF.' lift ILM .9 C) za 24 23 22 21 20 to 01 58 59 60 61 ROPOSED P= Q-1 LO FIRE HYDRANT ck:: U0 n CE15 a: C6 19 17 71 CQ n :g 7 18' _1? 7' "QC + Lo F26�1 24f I -z C5 :1; 25' 25' 1 - M PROPOSED 50' + Q U-3 _j FIRE HYDRANT 50' CN CERRUP1`06 PLACE CERRIP11"06 COURFArN HOY--A—L CREST WAY '-: REGAL PARK LANE C_ 14 Cn SEE SHT 2 + + SEE SHT 4 co SIUM LATEVU MACT 16269 BACKWATER BACKWATER NOTE. LOT NO. DESIGN STA. AS -BUILT" STA. YES NO LOT NO. DESIGN STA. "AS -BUILT STA. YES NO CONSTRUMON EvIDIN DRIVEWAY LOCATIONS SHOWN HEREON ARE 7 10+04 X 21 12+81 X APPROXIMATE. FINAL DRIVEWAY LOCATIONS 8 10+14 X 22 12+61 X 0 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 AND DIMENSIONS SHOULD BE TAKEN FROM ESS/1 9 10+78 X 23 11+62 X THE APPROVED PRECISE GRADING PLAN 10 11+80 X 24 11+42 X 0 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER Cfry FOR THIS TRACT. MArVLE *�/J) As,�oclh7E-r, 1�jC. 11 12+58 X 25 10+59 X STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) +U7'0 CrA, PA. sulm,5 poo As"Ir '' - , __-, -1 -PAIMNO, CA ql 12 12+78 X 55 11+41 X W 36637 0 CONSTRUCT 8 VCP EXTRA STRENGTH SEWER MAIN GRAPf1fC SCALE 7-410-=p �4_ 13 13+68 X 56 1 10+88 X 4. RECORD DRAWING 14 13+88 X 57 10+06 X 0 INSTALL BACK FLOW CHECK VALVE 40 0 20 40 80 160 15 14+44 X 58 10+15 X C THESE RECORD DRAWINGS HAVE BEEN PF1t_PAA0i IN 16 14+60 X 59 10+40 X I L:�J_ ILLI I== L­�___:­_______j PART, ON THE BASIS OF INFORMATION COMPILEO ANIJ X BASIS %PJF- BEAMNGS: FUnNISHSD BY OTHER& THE ENGINEER WILL NOT At 17 14+91 X 60 10+83 OF ovv, 18 15+05 X 61 11+54 1 X RESPONSIBLE FOR ANY fAnOAC OA OMISSIONS WHICH THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE HAVE BEEN INCORPOnATED INTO THE WCUMtNt§ AS 19 14+34 X I WEST 112 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP I NORTH, RANGE 6 WEST, SAN I inch 40 ft. A RESULT THEREM 1 X I I BERNARDINO BASE AND MERIDIAN, BEING NORTH 00-11'07" EAST AS SHOWN ON TRACT MAP NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OMCIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. C3 f%A REV. DATE ENGR. CITY DATE Prepared By: Y OF FONTANA, BENCHMMI LIFORNIA SHO= C0,741STRUCT10N OF 11EQUEEDI PREPARED FOR: f L WEOVEIMM NOT CO.MMENCE WrIM ALLARD ENGINEERING BELLGROVE 11 CON11UNITYPF CALTRANS BENCHMARK NO. 8-17 & maAN WJ0 YEMS OF TIM DAN OF MPEOM 6 Civil Engineering - Land Surveying - Land Planning zrB HOMWE BRASS CAP IN CONCRETE S.C.E. TOWER LEG. DRAWN BY. SCALE.. SHOWN MMON AND CARRED FORM Iff A ;iV 8253 Sierra Avenue iE? rn affit"WER IMPROVEMENT In- ILANS co 801 CORPORATE CENTER DRIVE 343' N10 HIGHLAND AVENUE, 0.2 Mi. WIO LO M 40' No, 43976 AE DMISM 11AWEA TM C1W ENGENEER MAY SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana, Calffornia 92335 Lj �v DIAL SUITE 201 CY- Exp. 6/30/05 DESIGNED BY. TRflCT 16269 DATE. T A EQ T J L r _t i 5 < BEFORE 11EQU M, 11EMONS TO TM PLMS TO OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG (909) 356-1815 Fax (909) 356-1795 -CEr PL4CE 4; CERWOS 2003 POMONA, CA 91768-5641 ERRA AVENUE AE jW0S UJURT AUGUST, YOU DIG BRWG TRW EM COINFOMMCE UM (909) 802-1154 CHECKED PID B DRAWING NO.: 1-800-227-2600 CONI)MOANS MM STMMMWS IN EFFECT FAX (909) 802-1111 David S. Hammer, R.C.E. 43976 ate CALI DS 46 ELE11,A TION.- 1428.6090 (expires 6/30/2005) SM 0 V &-A wow Dww'g W4 CITY ENGINEER R.C.E. 51152 M.IDWGI192011SEWER116269-SWR3.DWG