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HomeMy WebLinkAbout5730-2PROFILE SCALE VERT: 1 in = 2 ft HORZ: 1 in = 20 ft I I _ XOo� I W I w Q J I � Y cr- � IJJ cn n- u� Q_ u-, -__... -____ 1 }_. I _.-. ) -... € .-y € _ , "f _.. t 1 -._. _.- t -. i. I 1 t -. t:. _ . _-. €... { I ...... ? ___ i 1 -_-. i -.. --.. _. I In c� `O -vi S_c � E tJ I II h- 1"TC F ILt H I V IV I t1C FIVt r E _ _.__ ._ . �._:_� _.._:::. �..--- -_._-. _.— _.-.. ¢ Ul 5 ° ° -. .. a -. - __ _ ..... .__.- ___ �. _ _.•-- ---- -. - i_ — .. 7, 14+00 15+00 16+00 17+00 18+00 19+00 o; LQ n j v o vo Q o (amoo o ti Q 0 10 20 40 60 h + + o SCALE:1 "=20' 2 �� Z W 3Fa� RIGHT OF WAY �� 8 EXIST. RIGHT OF WAY of EXISTING RIGHT OF WAY II a d n a n 'a . d M 2?� P e e 6 2 d a. S 3230 66i ,o� 1 IN FLOW FLOW GRACE 70rRA .�.' ....... ......... T•7 <gd P ----------- EDGE OF_PAVING �- �- g:.t.....ry v................... ¢ ¢ ......................... E" EDGE OF PAVING J' 14t00 15+00 16t00 17+00 a 18+00 N � �� x� MALOOF AVENUE X ---------------------------------------------------__ __-__--_--_ _ _---_--_---__ EDGE OF PAVING - ^- _ FLOW ,------------------------_ __----_---___ - _ _ p E_X_1S_T._6_"_C_U_R_B__A_N_D__G_U_TTER ~— ____ ` T O - - C��9 _. _. �.—.__. _.-...—_..�_...W _—. �. ... _.... _..._..:...----�-----�— — may/ ------------- 14 �32 <TL ----------------------------------------------------------------- F F EXIST. SIDEWALK EXIST. RIGHT OF WAY-�-� '-- - ��-------- _=------ --_ �-------- _ �- EXISTING RIGHT OF WAY EXISTING RIGHT OF WAY c co CONSTRUCTION NOTES: � Ol CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN 2O CONSTRUCT 6" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 U 3Q CONSTRUCT 5 WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 ® CONSTRUCT 4" A.C. MIN. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER CITY STD. NO. 400 O5 SAW -CUT, GRIND AND OVERLY EXISTING PAVEMENT (0. 10' MIN.) © ADJUST WATER METER TO GRADE BENCH MARK: CALTRANS BM # 8-17 O7 CONSTRUCT RESIDENTIAL CURB DRAIN PER CITY STANDARD NO. 3002 DESCRIPTION: BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF THE SCE TOWER 343' NORTH OF HIGHLAND AVE., 0.2 MI. WEST OF SAN SEVAINE BASIS OF BEARINGS 1S THE CENTERLINE OF MALOOF AVENUE RD. 2.65 MI WEST OF SIERRA AVE., ELEV. = 1428.609 BEING N00'04'00"W"E PER MB 31151 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. POOUIZ OFESS/0 ay �Ud COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��oea c• /� HP ENGINEERING, INC. STREET IMPROVEMENT PLAN c CALL:TOLL FREE �� �� 1465 CRESTVIEW ROAD DRAWN BY: SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, H A REDLANDS CA. 92374 CADD MALOOF AVENUE AS SHOWN 1—$QQ W No. 37037 'm THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w a ( 335-8239, FAX (909) 335-9940 227-2600 I Exp. 6-30-18 • DESIGCPED 9Y: 6-204 MALOOF Y ., APN: 1108-051-17 DATE: 4/10/18 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND c/vX� \P TWO WORKING DAYS BEFORE YOU DIG q�C'F 0PL1f DATE: 4,170P CHECKED BY: APPRO BY: = ,% DRAWING NO - STANDARDS IN EFFECT.- 2 HENRY C. I IZ, R.C.E. 37037 HCP DATE: 5730 3 CITY ENGINEER R.C.E. 51152 J V