Loading...
HomeMy WebLinkAbout5227-7 27.88' O.c. 27.89' 23.13' O.C. Li_ O,C, o V o R o 13 23.13' o V ^ o co U U mU U 0 d 0 cc O.C. p U O ~ ^ OO H ~ O ^ 0 w H U F- O ~ ^^ co coto Oa0 .� o Lo U 1- Lf) aO 0 ^0 0 N N + O) cricN 00 p co N 0�1 + aOj d 0O) + N _-� 1000 TC o +N cN CN<7) N 1.o1% — — — — — — 1000 TC 0 00 N rn a' 0.42% - ___.":11,01% 1- o + ce. 1 — o M rn o^ c+o co �= ___- q - sim-1,18% O in 0) 2.18% 0 00 0 _ — — o^ 0 + EXIST. F.G. o �• o � o + � � 0) AT 36.00' N'LY 0 _ O .-1 CO Ni v 4 M + ^ _� ro O) N _- -- 990 ^ 0 o ^ 00 o � � o 0 o + o v" ^ 0 ^ CV O 00 + N -.- �` II a, — — 1000 - - - - -- -- 000 0 ^ CO — o — FS oN 6,) Of FS 0 0o O N v o: _- — — o + 0 00 ^ v v EXIST. F.S. o ^ O co M rn AT + N + M .NI � _ ___- 4 �4 riLo 60 -- - M On M - 990 90 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241 +00 242+00 2431+00 SEE SHEET 3 CONSTRUCTION NOTES O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER I-I PER DETAIL ON SHEET 2. o \ \ \ I 29 38 9 �'W 4O CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. 29 o 0 o N ' ± 1 ® 3 0= 0 O 0 W z 5o CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED �_o cmi - M +Z J _ `! . ® 'r o o�g 29 O r��g O PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. d tf) � C» O) O N +d '�L'JO_ n ^=d +a0 +O_ + 2 M + cD• O CO v,• to r O) • _m aq NI CD m "' "' `�' "' +a N�" + ¢ _ �'- :6 CO 7o GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' M N M O_ M ♦- M V) CO _� O N VN - .- d•�V d� N N N Q N N 17 +O_ 00 a + ^v) M F-- �-cr) O O� • + 2 +O_ + J + O_ \ d N ` ,_<, 1 ,L1 % Q E/11 W d `111.1 j -TV r--a N M ,�`` N Q X X11 N o: ", a> g (WIDTH AS SHOWN PER PLAN/SEE DETAIL SHEET 2). 3 ♦- X W f- X E-X Q N N ♦- N ^Z O_ N W OO Z J ". c%). N N \ I ")`'' ) — "'``' c;w a'�) 0 0 4 ,a�,�, o 0 Q ,'� Q N ��„ Q o,W O Q V)) LJ 9O EXISTING POWER POLE AND/OR GUY (TO BE UNDERGROUND OR REMOVED BY OTHERS) 1 - � Nw w - - (f)1.1..1 - - /� - - . c~nv~i.N �X� 1 ' cnwNw v)0_,.._... NW7 N \ 0 29 EXISTING IMPROVEMENT, AS NOTED (PROTECT-IN PLACE), EX,e +,Era o 1 \ O W o < . \ T ' "' - y _ , \\2// 30 PROPOSED SEWER LATERAL AND CLEAN-OUT (PER DWG 1583 SHEET 14) 6'WATER N g o ���� L ' 1' I 31 CONSTRUCT FULL DEPTH A.C. PAVEMENT AFTER REMOVAL OF CONC. FORMWORK rn � ¢ C14 co Elf 12'SEVER Ex•, -----m CO Li €2 i0'SEWER -. ... N.aCID O O ,- f -. tg�- CD Ce O _. ... ----- +�W " �� 5 7 + 1 0 a 7 CO +0 31 \ 5� '� O 38 CONSTRUCT PARKWAY DRAIN PER S,P,P,W,C, STD, PLAN 151-2 (INLET TYPE 1 WITH o �' �M �N z z rn rnrn o) z z o N Z z o 4 45' ANGLED APPROACH S = 6,00' B = 4" SEE SHEET 8 FOR STD, 234+008 W r 235+00 236+00 237+00 N 238+00 239+00 0 0 0 o o,� 240+00 N_ 41-00 +o N- ,n 242+00 i 24 p ) o +cj + I I I - I w� I I F CO C.).) I I 31 I 7 r . I - - - 1 4 I Q .- m - -- ----- �� Q fli 33'SENEF M U J - Ear•--r co U IQ- V N U' H W t0 Z EX 33-%YOE Q N 1,71 IE +X,n� CDwco wi V)(.4.1 m� d� cn +o + sEwEta - ---- o✓0 rrn-)w in rn ^COorn w ,n ,n d QN w3 NZncp nt\M dw O �m Cd0 c~nw �.)0 Q�rnrn 0)1:7) oa o� o av CV ®ll 1 O� v) N �� 4� o Q a O_ N " a 30 c~n v) W Z cn 1.0 Of J n< CV J n-I rn_1 V OCG I- + +N +N Q r` . 1 M N w A W N N w 01111M .., N 0 CI ID 41) I II JURUPA AVENUE PAVEMENT LEGEND • ..\ - REMOVE EXISTING AC PAVEMENT - CONSTRUCT NEWAir 411110111MMIImm....— ASPHALT PAVEMENT _ - CONSTRUCT NEW 0 20 40 80 120 CURVE TABLE - PCC SIDEWALK - CONSTRUCT NEW CURVE # DELTA RADIUS LENGTH TANGENT ' PCC DRIVEWAY SCALE:1"=40' C13 63'54'41" 25.00' 27.89' 15.59' /A/ - GRIND AND OVERLAY C14 63'53'19" 25.00' 27.88' 15.59' WD/D# 8-36C37117931 IR or, DO , ,,,,E `Q SHOULD CONSTRUCTION OF THE REQUIRED Q .0FESS/pN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA n IMPROVEMENTS NOT COMMENCE WITHIN TWO c��`��,�,p.RD ST<<`y�, Thieves nineering, lnc. STREET IMPROVEMENT PLAN r I 1 � C/V/L ENG/NEER/NG • LAND SURVEY/NG <71W WAAAWAMANAMAMAMl�J YEARS OF THE DATE OF APPROVAL SHOWN HEREON r1 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: ch LA MIRADA, CALIFORNIA 90638 JURUPA AVENUE DIAL 4 ",, AND CARRIED FORTH IN A DILIGENT MANNER, THE * �R,C.E, NO, 56155r * PH.(714)521-4811 FAX(714)521-417,3 DLT AS SHOWN :- BEFORE N B E F❑R E �► DAYSllp TWO BEFORE WORKING s Exp, 12-31-16 Q DESIGNED BY: PUN & PROFILE SHEET DATE: :- YOU DIG Y� YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE 9� C1V1� �. . MSR STk 2 I M , it 243+00.00 0N TOLL FREE PLANS TO BRING THEM INTO CONFORMANCE WITH F FO \ C1-)if"`.-CDate 411115- CHECKED BY: APP D DRAWING NO.: $o1-800-227-2600 of C ALS ! 7 1 N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP11ON DATE ENGR, CITY DATE STANDARDS IN EFFECT, EINHARD STENZEL RCE NO. 56155 - DATE ��• 5227 iii RCS CITY ENI R.C.E. 51152 2 3 0