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HomeMy WebLinkAbout5289-41220 1218 w w co 0.25% C9 0 1- O O ui N co N ai N II > V) W H 0 u7 • 0 0) O j u7 * 11 > au STA 13+00.00 TC ELEV = 1219.09 1222 1220 1218 NE S7 (0 0 7 O ui N M 1 H 0) —4110 0.30% STA 13+00.00 ELEV = 1219.09 o N Doi uicci re) 11 > V) w PROP. N'LY TC rn ooi 0, * II 1- J V) W EG 0 CL t0 oma' 0 0) N_ 11 > W -J W 0 H O O N N V) co Oi N W J W n 3n% ADJUST GUTTER SLOPE TO PREVENT REVERSE FLOW 11) II l) I- 0 O u7 N m O rn Oi N 11 U 0 O . oLI N0 a-1— II= >w fV. w� > N W -0 0) cC 0 of O to 11 F- J V) W (n w V) W 1220 O O 0 H N Oi N_ II W -J W CO N 0i N 11 W J W 0.50% a) M (0 H V) —0 - --0 1213 HORIZ. SCALE 1"=20' VERT. SCALE 1"=4' 1222 1220 N 0) 00 N_ II W J w 0.20% STA 13+00.00 TC,GB ELEV = 1218.92 0 O o 0) N_ 11 W -J W H _ 0 0) O( O ¢11 V) W PROP. S'LY TC V) N Oi N_ u W J w H N 0 0) O • II o w 0.20% O O u7 N H N N M 0 0) Fi 0 u II Li) W 1222 1220 / / / / x \ ,. - REMOVE AND \ ._-__- RELOCATE -_.- \ STONE TILES \ ,t \ x.— x DETAIL "1" SCALE 1"=10' A -A CROSS SECTION SHOWN ON SHEET 2 \ 13+00 APN: 0194023350000 16938 MARTIN AVE. - PROP. ° FENCE� R/W EX. R/W r0 m • 0 0 m 0 II D 14+00 18' X 4' APN: 0194023110000 16966 MARTIN AVE. / m 0 0 MARTIN AVE DETAIL "1" .d a • d .a MEI DETAIL "2" Q\\© ® X F -J, mto0 0 15+00 APN: 0194023120000 16976 MARTIN AVE. _40 a m PROP. R/W 0 a 0 X N 0) 12' X 10' APN: 0194023130000 16990 MARTIN AVE. �r■i r ^" �wir�riirii�iirirr�■�■rrrrr �\ • -00 0 • 0 O� 0 -03 ',, WALL 0 -- 0 m 'n EX. R/W PROP. R/W m O W=14 3' X 4', m APN: 0194023210000 0 0 I 14+00 0I 0 t0i _ 1 V, m 0 VI LI POLE #654407H 12' X 4' II 0 11 WALL m x W=12' X=4',1.5', STA.14+53.49 22 12' X 11' APN: 0194023200000 j APN: 0194023190000 16957 MARTIN AVE. I 16967 MARTIN AVE. I I 0 0 (TYP WALL m m 0 15+00 m0 0 0 IP" 0 0®1 X 11' APN: 0194023180000 16973 MARTIN AVE. m O m EX. R /W S89'54' 12"E 0 15+10.04 RT=18.20 ELEV.=1219.35 JOIN EX:C&G EX. R/W APN: 0194023150000 16981 MARTIN AVE. 16+00 • ---------------- 15+60.97 LT=18.18' ELEV.771220.08 JOIN EX.0&G 16+00 APN: 0194023140000 16991 MARTIN AVE. C) m 0 0 0 0 m 0 w w in N o_ N (0 (1)Q 1- APN: 0194024400000 17008 HIBISCUS ST. CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE CURB, FENCE, SIDEWALK, WALKWAY, LANDSCAPE, OR WALL. OREMOVE TREE AND ROOTS/ REMOVE BUSHES. OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR. O REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1001 O REMOVE EXISTING ROAD AND CONSTRUCT 4.0" MIN ASPHALT CONCRETE OVER 12" MIN OF 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 400. O CONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1000. 0 CONSTRUCT 8" THICK ASPHALT CONCRETE SLOT PATCH. 10CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 6" MIN 95% COMPACTED NATIVE ▪ PER CITY OF FONTANA STANDARD PLAN NO. 1006. (W=5') 11 CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. 12 CONSTRUCT SPLIT FACE CMU TAN COLORED BLOCK SLOUGH WALL PER APWA STANDARD PLAN NO. 622-4 13 INSTALL CHAIN LINK FENCE PER APWA STANDARD PLAN NO. 600-3. 14 INSTALL WALK GATE PER APWA STANDARD PLAN NO. 600-3. 15 INSTALL DRIVEWAY GATE PER APWA STANDARD PLAN NO. 600-3. 16 INSTALL NEW MAIL BOX AND POST. 17 REMOVE MAIL BOX AND POST. (TYP) 18 RELOCATE EXISTING FENCE AS DIRECTED. 19 RELOCATE EXISTING UTILITY. (BY OTHERS) 20 ADJUST UTILITY TO GRADE PER OWNING FACILITY AGENCY REQUIREMENTS. 21 PROTECT IN PLACE. OREMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY TRANSITION OVER 12" MIN 95% COMPACTED NATIVE. 3 CONSTRUCT REINFORCED CONCRETE STAIRWAY PER APWA STANDARD PLAN NO. 640-4, MATCH TO EXISTING STEPS. A.C. PAWM' OVERLAY (MIN. q") / / North x x x \ x x \ 0 10 20 40 SCALE 1"=20' d 1 —/ DETAIL "2" SCALE 1"=10' B -B CROSS SECTION SHOWN ON SHEET 2 80 UNDERGROUND SERVICE ALERT USA) IT'S THE LAW! DIAL BEFORE YOU DIG! CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG ALFAT !ft!)> Knew ollises WINK REV. REVISION DESCRIPTION DATE CITY DATE AC 51)1 LT REYISIOtt 11/2/16 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 CITh( ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. KOA CORPORATION PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK: BA. NO. 436 ELEVATION=1219.49' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 436 BEING A PK NAIL IN CURB LOCATED AT THE NORTH EAST CORNER OF MARTIN AVE. & SIERRA AVE. Prepared Under The Supervision Of : DATE: 6(23 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: AO DESIGNED BY: AO MARTIN AVENUE PLAN SHEET SCALE: As Noted DATE: MING AN. R.C.E. 75793 CHECKED BY: MG APPROVED - CID' ENGINEER R.C.E. 51152 DRAWING NO.: 5289