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HomeMy WebLinkAbout5227-4 o^ O o o ^ 0 O p`? + o_ O O M O ^ O M40 esj M O ^ N O --0 0 ^ O+ 5 EXIST. F.S. -- — — OM o to O + oo01 o + o �v / ATS -- CS) 0) 00 i — O) 1000 FS — — — 1020 TC ^ O ^ o� o 0 + o ^ o - �n o 0 o v + o v M 0 r6 J-- ON MO CN1O^ OO ^ O N N O ---------O M O v.... - O + o + o EXIST. F.S. v o —� _- o CpvV / AT SAWCUT 25.60' _ / 25.60' °C TOP"OF PROP. 1000 r O.C. 19.88' 8 BERM 1030 19.88' O.C. p SAWCUT p °C ,� c, co m ^~ SAWCUT CD Uc,Q e o C)() ,I- ~ o,` EXIST. N.G. co c) _~ "?M R 0^0 ;Al;it,:, `AT 32' EAST p co I- CO-- rND s� +� CVS // - O p Op - 03 p� �O �o N2 O M in in irj O^8, --o1-�2 --- - MH o OM 1.39/• -"`h . . o coo(0 o.- — --- N D — (-1:?-, 0.73X • • _• � U o M TOP OF PROP. co +o _ — U rn O'-' O O M + _--C'i O� - U H O o O O 8 CURB —o N 0.95% -0.87% ,� +o• o^ o"' EXIST. N.G. +o `" 2.29% ^�ao +,� N o rn o Li AN • +CNI 0 - 1000 1020 TC C/L PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 I CONSTRUCTION NOTES 0 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER PER DETAIL ON SHEET 2. 0 CONSTRUCT 8" A.C. BERM/DIKE PER CITY OF FONTANA STD PLAN 1007. 0 CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. 19 18 19 17 27 29 O CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED 29 PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. W = N J w= 6O CONSTRUCT 6.5" AC OVER 8" CAB MINIMUM, OVER 12" NATIVE MATERIAL COMPACTED TO r7 �; PROPOSED 72" DIA. '�z ^•m oUo 95% PER CITY STANDARD 401. W M S.D. PER D-5228 0 0 W += c•i w M-I `�``' 7 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' �j o ± N a, N: Ti. 4-- g ,n U O (WIDTH AS SHOWN PER PLAN/SEE DETAIL SHEET 2). = Q Q v X �'• W N a •n 0 REMOVE EXISTING TREE. NW W pY N\ NIc W NW v)Lu >< W o� 0 EXISTING POWER POLE AND/OR GUY (TO BE UNDERGROUND OR REMOVED BY OTHERS) W _ _ +p 10 REMOVE EXISTING CHAIN LINK FENCE. N i tt No m, I g C., .•m W 12 PROPOSED STREET LIGHT PER SEPARATE PLAN. 0O �0 0 ,�, 0 0 M 0 0cn +o _+W 0 0 5-it c_i ' 16 EXISTING WATER METER TO BE REMOVED (BY FONTANA WATER COMPANY) variarfrogredreg-m- -- ���-� r`. 'M��w�, ,vr. t A �l� �� fa ;.trarm . ssArit `nr .' !'r� 'mow I 17 EXISTING WATER VALVE TO BE REMOVED (BY FONTANA WATER COMPANY). ± � *ai -:tattt�_���_���_� _Z�`_�y_k.-- A41_ -_�_*_-1► -�-=y- - -�-_-e.-_-4-_- '-1-_-1_-7-4- - °ZV' 7��t '�Wil.... wl0" �s �=� 1.�►���►� 1 . 0 ��- - -�� � -�������___ �r������� ��1-1►-���- - �.���� �����►�����/��:�� � ._1��s.�r..vA��® �����. 18 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). • cNi M 2 p .1+1.86TC - �' 0 © 1003.51TC 0 -8'DMKWATER -_�. 1 ��� 19 EXISTING FIRE HYDRANT TO BE PROTECTED-IN-PLACE. Q _R=0.80% p n 1001.19 FL _R=0.95% 002.84 FL A' 3 b 20 EXISTING FIRE HYDRANT TO BE REMOVED (BY FONTANA WATER COMPANY) W 22 FIREHYDRANT (BY FONTANA WATER COMPANY). O PROPOSED NEW Z , �� J 0 0 0 0 0 @ PROPOSED NEW 10" FIRE SERVICE Sc D.D.C.A. (BY FONTANA WATER COMPANY). = MY W „� M o ri J o�>' M o 24 PROPOSED NEW F.D.C. (BY ON-SITE FIRE SPRINKLER CONTRACTOR). Q to '0 +p MW k SCA OJ1�CC +W + +rW`' W r i N o ,'n CA o O a o CO IX^ W 25 PROPOSED STORM DRAIN (SEE STORM DRAIN PLANS). CAS O Np N MJci, cpre? •1-3 cn • Lo Wd �' N CV CV Q Q' t0 yL M V M 0 Nr..= t0�' N d M Z +0 +U �� 1-a Q� �� " . �;Lu '4 o �� 04 cs;- ` + N� N._. + ^0 27 EXISTING MAILBOX TO BE RELOCATED. N0 d NO O N + + + fa 're 0: d"I= WNWCe~ pN CC w a a N N o N 0 .-W a o a a N w N `e3Q N 28 EXISTING TELEPHONE PEDESTAL TO BE RELOCATED. 12 1 ° v X X X X WQ Nc 29 EXISTING IMPROVEMENT, AS NOTED (PROTECT-IN PLACE). O_ W N ce N C� � W W 0_1= W W 23 12 24 O 0 8 0 ® 28 10 0g 36 33 EXISTING WATER METER TO BE RELOCATED (BY FONTANA WATER COMPANY) 36 CONSTRUCT RESIDENTIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. PAVEMENT LEG�PD 4POPLAR AVENUE %,, - REMOVE EXISTING AC PAVEMENT - CONSTRUCT NEW ASPHALT PAVEMENT - CONSTRUCT NEW 0 20 40 80 120 PCC SIDEWALK IIIIII=MI CURVE TABLE •' ;' - CONSTRUCT NEW CURVE # DELTA RADIUS LENGTH TANGENT ,' • PCC DRIVEWAY SCALE:1 "=40' ///// - GRIND AND OVERLAY C5 58'40'04" 25.00' 25.60' 14.05' C6 58'40'04" 25.00' 25.60' 14.05' WD/D# 8-36C371179 Q SHOULD CONSTRUCTION OF THE REQUIRED qtOFESS/04,,4 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Du An, IMPROVEMENTS NOT COMMENCE WITHIN TWO ,`c4, ,,p,,RD ST_ey_. Thieves Engineering, Inc. STREET IMPROVEMENT PLAN F� y CML ENG/NEER/NG • LAND SURVEY/NG EVIllki AWANWAWAAAMAMA l*J YEARS OF THE DATE OF APPROVAL SHOWN HEREON W �, 14349 F/RESTONE BOULEVARD DRAWN BY: SCALE: ' 1i R.C.E. N0. 56155r (71)553 LA �- 1FAX(�'�) 73 DLT 90638 POPLAR AVENUE AS SH AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL TWO WORKING Ex . 12-31-16 Q DESIGNED BY: PLAN & - - • LE SHEET DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE STA. 19 .00 TO 25+00.00 BEFORE ( °P', , DAYS AYOUBDIGRE 9� CIV 1�- �� MSR ` .- YOU DIG - PLANS TO BRING THEM INTO CONFORMANCE WITH F O \ Date : 9- 1 5 APP-'• D - DRAWING NO.: TOLL FREE - - CHECKED BY: i i 800 227-2600 of �� I D 1 ,� • , / 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. C A REINHARD STEN L RCE NO. 56155 RCS C N IN ' R.C.E. 51D1A • 5227 21