Loading...
HomeMy WebLinkAbout2482-3.tifGRAPHIC SCALE 26 0 is 29 40 IN FEET 1 inch = 20 fL EASEMENT NOTES. INDICATES EXISTING 48' WIDE EASEMENT FOR SLOPE MAINTENANCE PURPOSES. 001 QINDICATES EXISTING 10' WIDE STORM DRAIN EASEMENT. � � i� I I I I I -I / ,. I � - WO 9 ----.,PROP. EARTH SWALE cy) rw (Ja- 0-0 —0 0 I P. EAi S W A rE� 600 y P=646.5 19 E 6 P=645.8 i ��0 F 0 0 2% SWALE Q0 4 Q0 N.' 9 lic +05. SIDEWALK LANDSCAPE 7o, SWALE 1A ARCHITECT PI 5 ogo- • V, 9 co ------- GNt 6 P=645.0 _7 'N' CHAIN LINK FENCE 0 PER LANDSCAPE ARCHITECT )LAMS 10 L0 tK <0 < k CL_ 10 p r 2.1 SLC}PE SEE/ LANDSCAP"RPKITECT Z_ • \�/c Qv TO LO Qn - PLAN FOR Q0N'kE"ON M C> x 0 2% W DRINKING FOUNTAIN 1 7; smg0*0 27 PER LAN SCAPE ARCHITECT PLN I SHEET FLOW 9 2%01 P=644.2 z � � . . ��: >..`. � -...:- ':�. �6 SHEET FLOW C\. j � M (�I 1607 '61-3- q§) R - w0 CL 0 cof) IKE 9 RACK 0 00 60R 0 / _ _ O Cn +-- 3 /S=Q"l 087,160 \ Q I i w- -, 10 PROPOSED ! ' i 9 RES TROOMS �Nv. % . 1, --. `--- 4 P=643.5 u FF= -604.00 2% 0 PAD=1603.5[-. SHEET FLOW /� _-=� �, ,,, Q Q)v ca2-1 SLOPE 0 u 6 so 1::s- LA uj cf) \ \\ NO 1 1 N 60 L0 00 r z kL 50, 9 v G C) 0P=642.5 r LiJ CTI C) Is 0 20f A .41 X 53j, C-) YSHEET FLOW , CH, LINK FENCE 95 PER LANDSCAPE ARICIHITECT PLANS CL C1 d Z_ LL_ SHEET FLOW 0 Ig. OEM. common, magang, amommm among= � lang.- mogago -it, 2:1 SLOPE commom LLJ moong, go woom 16 3 P=641.0 _X 7S N9 0 81 L0 Iso 00 ­ �4 p A < 195 n 0000ow C14 T 0000,W c 19, A 1_90, -7 u STA. 0+85-00 9 17 9(51 STA. L PLUG � awonow INSTALL WOOOP ..... ..... TZ37.33 00 gagor =273.8 1A wwwo�- 77.71 19 Or 77" -4— /+ -1607— v ......... 594.47 ---1605 FOR IRRIGATION PURPOSE 6 0 4 (SEE LANDSCAPE ARCHITECT agagoop 4, 1602 771- PLANS FOR CONSTRUCTION) 0 %001 -EX. WALL moomop 159r, 0 3 S\NA A!" '1v 4 Ub + 0-- 50+ @ _CONSTRUCT 18" X 18* (INSIDE DIA.) TRAFFIC TYPE JUNCTION 14 STRUCTURE PER CITY OF FONTANA STD. NO. 122. kt> k'n zz:z___ - 0 __/ I 0 --CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 4. _00 -0 —INSTALL PLUG. _j —CONSTRUCT 6'0 EXTRA STRENGTH VCP SEWER LINE, BEDDING PER E �9 LA DETAIL ON SHEET 4. 0 --CONSTRUCT SO P.V.C. SEWER PIPE, SDR 35,, AND APPURTENANCES. o.72/6) CON ,wolc_w.V1, —CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA f S�kt�,,Z coo pvto -CONSTRUCT CLEANOUT AND SEWER CLEANOUT BOX PER CITY OF 400, STD. NO. 112. FONTANA STD. NO. 125 AND NO. 125A. cl, 00 cr--� ER LINE, BEDDING PER + - SIDE DIA.) TRAFFIC TYPE JUNCTION --CONSTRUCTS* EXTRA STRENGTH VCP SEW LA --------- • ri (D - --­- 0__CONSTRU�T 240 X 24w (IN 0 DETAIL ON SHEET 4. @—INSTALL TWO 4" GT80, GTE CONDUIT. LOW GROUND COVER ONLY/ STRUCTURE PER CITY OF FONTANA STD. NO. 122. 0—REMOVE INTERFERING PORTIONS OF EXISTING SEWER. &-INSTALL 4 DB100, EDISON CONDUIT. 15 Q__CONST. 8* PCC CURB & GUTTER PER CITY OF FONTANA SM. NO. 101. --- -"`' ___-- -`` '\� '� / •---" _ - "9@ --CONNECT 2-2w WATER METERS TO EXISTING 4* WATER SERVICE &—INSTALL 4'X4.5PLASTIC EDISON TRANSFORMER PAD WITH GROUNDING. —BREAK INTO EXIST. 240 X 240 PRECAST BROOKS PRODUCT INLET. SEE CITY OF FONTANA STD. NO. W-130 FOR INSTALLATION DETAILS. —INSTALL 3'X5" GTE PULL BOX. SO4A 15 REMOVE AND REPLACE A.C. PAVEMENT W/ FULL DEPTH A.C. PER @--CONSTRUCT 1-1 /2" COPPER, TYPE M, DOMESTIC WATER PIPE AND APPURTENANCES. CITY OF FONTANA CITY STD. NO. 131. C RUCTION NOTES: O,._REMOVE EXJSTING 18' R.C.P. AND INLET STRUCTURE. �--CONSTRUCT 3/4* COPPER, TYPE M. DOMESTIC WATER PIPE AND APPURTENANCES. (D—INSTALL 6" HIGH DENSITY POLYETHYLENE STORM MAIN PIPE TAR PLUG. AND APPURTENANCES* (0—INSTALL BRICK AND MOR' C ITY-- OF FONTANA, CAIFLORNIA 19 f i -''" _ ---- ......... ....... ...................... . 45 PUBLIC WORKS DEPARTMENT O—SAWCUT AND REMOVE EXISTING CURB AND GUTTER. The • Consulting Group RAWN BY SCAt F: 8 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1. 150 0 Camino Red, Suit* 120 LCS HUNTER'S RIDGE PARK (W=7$-0") ESIGNED BY Tusth Calffomid 92780 TAP UTILITY PLAN &—INSTALL 12" HIGH DENSITY POLYETHYLENE STORM DRAIN PIPE EML9/301% (274)573--4425 FAX (714)ff9- 9150 CKED BY DAM AND APPURTENANCES. @—CONSTRUCT 12�= --- '"`" X 12" (INSIDE DIA.) TRAFFIC TYPE JUNCTION or PREPA U THE SUPERVIISM OF. SES PRECISE GRADING PLAN 05/15 JOB NO. M NO. SH T. NO. STRUCTURE PER CITY OF FONTANA STD. NO. 122. mwm CrTy �qS APPROVO 4",elsl is REVISIONS I APPROVAL I DATE I APPROVAL I DATE TROMAS A. PE R.C.E. 35275 DATE: 6;.Tld CITY ENGINEER R.C.E. 29136 2482 PG 3 OF 5 0,