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HomeMy WebLinkAbout5853-3PROFILE SCALE VERT: 1 in = 2 ft HORZ: 1 in = 20 ft L o 0 o 00 o 16+00 17+00 18+00 19+00 80+00 CURTISAVENUE Q) Q) o �W SEE SHEET 3 OF 3 i of 12' 22' 'E 22' i ; 1 CURB RETURN DATA z z PARCEL 3 R= 30. 00' ` °.......F .34 ° 34' r II APN: 1108-051-13 APN: -1108-051-28 APN: 1108-051-27 o PM 20079 0=90*06'28" 1 L=47. 18' II W 4. 12.# W 3x W T=30.06' L .. ,I I 0 10 20 40 60 C) LIB I 4 4 N CL � � rn 9+54.90 BCR .:.:. ;0 i SCALE. • 1' =20' -E. ''' IjI °42.00TC141.33FL Ln N (° n Q ' •' i"'-- i d a ice.., 19+47.91 ECR �J%.. �� CONSTRUCTION NOTES �• � IX �41.74TC/41.24FL .., ... �. � .�.$EXIST. RIGHT OF WAY F� —_-63_43' _ — 99.98 _RIGHT OF WAY— d 2 w C) i 3 _. _ / �... b 4 d n i Z s i — — — — — — — — — a° d : 3 a _ a 4 I J p `All* A�, ; 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN `� ------------- ° ° P ' � O �2 39.46TC a . PPt , ' ,I.. �- Q I •s 38. 96FL F >- O CONSTRUCT 8 P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 Ljj �___��_________________ o I� N ''AA'' j 3 0o III O3 CONSTRUCT 5 WIDE P. C. C. SIDEWALK PER CITY STD. N0. 1006 FL- .,�.�. ..,..�. .,,u..,.. .....� ,�"'e._....�• .names"'. _.,,_."....�.«.__,,... �- ...,,_._, .._..,._.._,.....,,..m. __,.._<.,,m ».."....,,....,. :Fr .;r�..v; -^- - : FLOW _� FLO.. = �� _ _ ..__,. _ _ — — - - - M P - - ... - - - ::_ f �: ' o 3 _ _ ? C` CONSTRUCT 4.5 A.C. MIN. OVER 12 MIN. OF 957 COMPACTED NATIVE SUBGRADE 17 PA7 :� t . �✓'. .. .>` ..,,.,., _ .. ! .... , .. :.. I II 5 SAW —CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING W _ _ _ N00°04'00 a — — --f— — — — — —' JP. ' ,,.... _ ; , © CONSTRUCT � 19+00 P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 17+00 18+00 SAW —CUT LINE I F3 �7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. 1003 ® REMOVE EXISTING POWER POLE AND UNDERGROUND POWER LINE (BY OTHERS) ". ,. a _ _ _ _m m a s _ _ _ _ I I ., �RELOCATE EXISTING WATER METER (BY OTHERS) FLOW FLOW FLOW FLOW N FLOW 0 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) MALOOF AVENUE W ADJUST TO GRADE EXISTING WATER VALVE REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE — EXIST. RIGHT OF WAY — — — — '{ Z III ' I W REMOVE EXISTING GAS WARNING RISER s I Q > s ® RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) !E ) © GRIND AND OVERLAY EXISTING ASPHALT PAVING (0.20 MINIMUM) E p 1 25' I '_ f 3 BENCH MARK: CALTRANS BM # 8-17 �1 I DESCRIPTION: BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF THE W V SCE TOWER 343' NORTH OF HIGHLAND AVE., 0.2 MI. WEST OF SAN SEVAINE BASIS OF BEARINGS IS THE CENTERLINE OF CURTIS AVENUE r RD. 2.65 MI WEST OF SIERRA AVE., ELEV. = 1428.609 BEING N89°5446"E PER PARCEL MAP No. 19491 MCN 18-129 - REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA UNDERGROUND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT HENRY C. POQUIZ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �oQo csAS/ c�9� HP ENGINEERING, INC. STREET IMPROVEMENT PLAN ,��� `� 1465 CRESTVIEW ROAD � CALL.TOLL FREE c� DRAWN BY: SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, RE NOS, CA. 92374 CADD AS SHOWN 1-800 w No. 37037 rn m 909 3 —82 FAX (909) 335-9940 PARCEL MAP 20079 227-2600 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 6-3Q-2o ( ) DESIGNED BY: DATE: TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sT c IV \� HCP CURTIS VENUE AND MALOOF AVENUE 9/18/19 TWO WORKING DAYS BEFORE YOU DIG q71' AP CA�\F DATE: 9 18 19 CHECKED BY: APPR ED DRAWING NO. STANDARDS IN EFFECT. HCP DATA: +� •� 3 HENRY C. POQ )WC.E. 37037 CITY ENGINEER R.C.E. 51152 5853 4