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Home My WebLink About5385-2LEGEND TC = TOP OF CURB FS = FINISHED SURFACE FL = FLOW LINE EP = EDGE OF PAVEMENT AC = ASPHALT CONCRETE ST = STREET PROP = PROPOSED R/W = RIGHT-OF-WAY OHW = OVERHEAD WIRES ,o, FIRE HYDRANT c, --o STREET LIGHT )-,( LIGHT STANDARD -o- UTILITY POLE � WATER METER F] GAS METER ® WATER VALVE 0 PULL BOX SIGN EXISTING STREET LIGHT o --o PROPOSED STREET LIGHT PROP = PROPOSED ST. = STREET EX. = EXISTING STD = STANDARD 3� PLOTABLE EASEMENT ITEM No. PER TITLE REPORT EXIST. CONTOUR 427.0 DESIGN CONTOUR • TREE ** BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CYPRESS AVENUE BEING NORTH. ** TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS OBTAINED FROM AN ALTA SURVEY PREPARED BY: TRUXAW & ASSOCIATES DATED 6-20-14 R1=3.16%, R2=1.26% PVI =1082.42 1090019+00.00 1090 50' VC POR. 50' VC w PVI =1080.90 Z ®18+50.00 R1=1.79% m R2=2.92% > co C: wto _ _ M U U O~ to O 00 1085 m m" C)^ q to 00o 1085 �-- o _ No '� o + 00 r C) a Q :z � + 000 00 0 / 0°� In ~� +Goo 000 (0.6%) OF- 000 w v N ao Go o TOP OF PROP. � m N^ 0 00 + o w W'LY CURB p +^ _ --- Z / 1 000 Z m too 1.60% 8 61 CF 1 080 a H U m F- + 0 �� " " Z J 'nW co 1-00 � 1.23% - TRANSITION 00 ON ^ to ^ 00 M M TOP OF PROP. r -� co N 'n 4 + r-, W'LY CURB 1.23% -__ co 00 � ,+� + � + ^ - o �- PROP. W'LY FL N o 0 o i M o ''� O 1.23% o + 4m C> rn 1.00% - --_ - - _ o o N �- N LLL_ O r_ co ^ O 00 N .. 1075 0 27, 1,0% _ ____ PROP. W'LY FL N J o o M 0 1085 N J w^ O O ^ o 00 + co V) u ^o 0 O rn 00 - 3.6% - 7.5"-8" CF rr J ^ _j^ o N Oo 06 - TRANSITION Z _j^ J 30 LL_ o 0o co + o J 1080 J 00 4m +^ o 0 0 + - 1080 � � v, � �,,� M � � o M EXIST. SURFACE AT + o ca 0 M M M c� o 0 0 0 0^ C/L OF IMPROVEMENTS `D o ^ ^ o r + o ^ + - 00 + ^o - - M u 1075 _ _ - - - 1075 13 0- 14+00 15+00 16+00 17+00 18+00 19+00 20+00 O � ~ J F- JO r�_j Noo w Q' O J \ M W I O z o_ I J II O O � z NC3 _711 ai Q C) Z + 3 r� C, 0 I r7 � O O U L7 Y + 3: (3 X J ,2Qw,,,a �cnmzw R/W� N CD EXIST. 18" RCP o N1 3�00 N N - - J cD N 4 mm O N F- m N O] F w = C1. oQ = U _ Li f � O i W Q zm 00 Q_ W N 0 It �+ a 3 4 ROP1 P. R/W NO3'06'23 "W 387.52' PROFILE - CYPRESS AVENUE STA. 13+40.03 TO STA. 578+72.39 SEE SEPARATE GRADING PLANS FOR ON-SITE IMPROVEMENTS I J O J e 00 D ao toJ CN N �U N N O N 00 ---- -� NA III o EXIST. R/W---/ _ro ' _ 1 m RELOCATE EXIST. TELEPHONE CABLE R/W NOTE - EXISTING UNDERGROUND UTILITIES: PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITIES TO DETERMINE DEPTH, SIZE, TYPE, AND ACTUAL LOCATION TO IDENTIFY ANY CONFLICTS WITH THE PROPOSED CATCH BASIN AND CONNECTOR PIPE. REPORT FINDINGS TO THE DESIGN ENGINEER. UTILITY RELOCATIONS, IF NECESSARY, SHALL COMPLY WITH THE APPLICABLE JURISDICTIONAL AGENCIES. -SAWCUT & JOIN EXIST. EP/ J � z O Cl- JO r�_j Noo w Q' cfl Q o- >- w 3 00 _ II N m _0- J U (D N U- w p F- 3 0- W 06 00 W O+ W i Lu U) (f) M �© �5 Q_ W N 0 It �+ a 3 4 ROP1 P. R/W NO3'06'23 "W 387.52' PROFILE - CYPRESS AVENUE STA. 13+40.03 TO STA. 578+72.39 SEE SEPARATE GRADING PLANS FOR ON-SITE IMPROVEMENTS I J O J e 00 D ao toJ CN N �U N N O N 00 ---- -� NA III o EXIST. R/W---/ _ro ' _ 1 m RELOCATE EXIST. TELEPHONE CABLE R/W NOTE - EXISTING UNDERGROUND UTILITIES: PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITIES TO DETERMINE DEPTH, SIZE, TYPE, AND ACTUAL LOCATION TO IDENTIFY ANY CONFLICTS WITH THE PROPOSED CATCH BASIN AND CONNECTOR PIPE. REPORT FINDINGS TO THE DESIGN ENGINEER. UTILITY RELOCATIONS, IF NECESSARY, SHALL COMPLY WITH THE APPLICABLE JURISDICTIONAL AGENCIES. -SAWCUT & JOIN EXIST. EP/ J � cc) Cl- JO r�_j Noo cfl Q z N SCALES: HORIZ: 1 " = 40' VERT: 1 " = 4' 8+85.90 16 PROTECT EX. POLE SAWCUT & JOIN 8+62.35 R/W (1082.20) TC (1081.57) FL 8+81.15 (1082.25) TC 0(1081.63) FL Q + 3 N ca 13 0 Of N ^ � + 14 tc 0z + '4 15 L+o- w (; O +U - , +��+ LLJa cD 3 g � mr •op N6 SAWCUT (:D-\ PROP. R/W ��b �� & JOIN 3 N00'00'00 "E 194.05' _ --SAWCUT & JOIN _ � _ - - - - - EXIST. STREET LT. PROTECT IN PLACE ON SIGNAL POLE - - 00 EXIST. IMPROVEMENTS EXIS n I (np 8 PLACES) __ - � _ SAWCUT & JOIN 10 CYPRESS 1 UE 9 1 EXIST. AC CURB - - - 1�+-6(� - - - - N 0'00'00"E 17+00 18+00 _ 19+00 10 1 (BASIS BEARINGS) _j �- -� o Z EXIST. AC CURB "-CENTERLINE OF IMPROVEMENTS a m= o- EXIST. STREET C° 000 M RR/- W ------ - - 11 LT. ON PP PLAN - CYPRESS AVENUE STA. 13+40.03 TO SLOVER AVE. PAVING LEGEND DNEW AC PAVEMENT AC PAVEMENT OVERLAY j W Q I W O y �Z 20+00 C/L CYPRESS AVE. =10+00 C/L SLOVER AVE. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 1075 - �r VV3= 1 U PROP. 18" STORM DRAIN FROM ON-SITE 1070 _ J 1075 EXIST. SURFACE PROP. FS H GL Q1 Do= 19.26 v100= 6.13 fps nl II ,I 1070 S�O� II 84 N II EXIST. 42" RCP II II 0 II '061, SS ,�Nl/ 1065 EXIST. 27 VCP SS U 1065 CONSTRUCT SCALES: f 27.82' HORIZ: 1 " = 20' 24" RCP VERT: 1 " = 2' (D-1750) PROFILE - CATCH BASIN LATERAL STA. 13+88.53 CONSTRUCTION NOTES O SAWCUT AND REMOVE EXIST. AC CURB AND PAVEMENT. O2 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 1002 (MODIFIED); WIDTH PER PLAN. O3 CONSTRUCT MODIFIED 8" CONCRETE CURB WITH PERVIOUS CONCRETE GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 AND DETAILS ON SHEET 4. O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006; W=6'. O5 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN NO, 3004; W=14', V=4.71', A=70', H=4". O CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010; B=24", C=4.50', D=42", A=75'31'52". 07 CONSTRUCT 24" RCP STORM DRAIN LATERAL; D-1750; PIPE TRENCHING, BEDDING AND BACKFILLING SHALL BE PER CITY OF FONTANA STD. PLAN NO. 1008. O8 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003, CASE A; H=4", H1=3"; SEE DETAIL "B" ON SHEET 4. O9 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE NOTE BELOW). 10 GRIND EXIST. AC PAVEMENT 0.10 MIN. DEEP AND REPLACE WITH 0.10 MIN. THICKNESS AC OVERLAY; SEE DETAIL "A" ON SHEET 4. 11 CONSTRUCT CURB DRAIN PER SPPWC STD. PLAN 150-3; INLET CASE PER PLAN, A=60', N=1 (SEE DETAIL ON SHEET 4). 12 STREET LIGHT PER CITY OF FONTANA STREET LIGHT PLAN (STD. 404). 13 SAWCUT AND REMOVE EXIST. DRIVEWAY APPROACH AND/OR SIDEWALK. 14 SAWCUT AND REMOVE, 2' MIN. EXIST. AC PAVEMENT TO PROVIDE A CLEAN JOIN LINE; PATCH BACK WITH FULL -DEPTH AC (8 -INCH MINIMUM THICKNESS). 15 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. 16 PROTECT IN PLACE EXISTING UTILITY POLE. 17 CONSTRUCT CONCRETE BLANKET PROTECTION PER SPPWC STD. PLAN 225-2 (SEE DETAIL ON SHEET 4). 18 FIRE HYDRANT (PER SEPARATE PLANS; BY OTHERS). * ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.