The URL can be used to link to this page

Home My WebLink About3252-6- _ _,...____ SUR m 2926 _,1 00 c^O N r 365 Cts �p U LO Cq 0606 00 =0 -I--- - c J#RFACEw Z 111 A_ _ _._ . _.._ ... _.____, __._. ____ _.._ .__._._ ._w__.._ ___._ _ ___ _ __ _ _ _ _ _ _ _ �, _. __ PR FILE - - -- - - - _ HOMM I' = 40' 27 28 29 3 0 31 JA 00 34 00 36 37 38 39 VERT: I'= V WALNUT AVENUE SEE DWC>~ N0. 2573 o NOTE. II EXISTING STREET IMPROVEMENTS SEE SHEET 4 0 w FINAL LIFT A.C. PAVEMENT TO BE ¢ w PER CITY DWG. N0. 2572 EXISTING CURB &GUTTER z ¢ COORDINATED WITH ADJACENT DEVELOPMENT 86 z w o PRIOR TO COMPLETION OF STREET IMPROVEMENTS. w o EXISTING STREET IMPROVEMENTS 43' 43' ¢ ¢ cr_w Q z PER CITY DWG. NO. 2926 �'" z C slam 1070018' 25' 25' 18' Z a EXISTING IP/L \\ I I I c 3� " z EXISTING EDGE OF PAVEMENT of \ I I 1 1 o 0 ^ c PER CITY DWG.2926 . _ o �'' PROPOSED 18" RCP CMP `�' o W/CMP RISER PER c U FUTURE CURB AND GUTTER �� ®�'�� " o W CMP RISER PER EXISTING STREET LIGHT I 00 C) o XISTING R/W FUTURE CURB AND GUTTER EXISTING IR/W \ o CITY DWG. NO 2928 M o rn rn o 00 CITY DWG. NO. 2928 \ PER TR. 15709 J 1 rn �� o N FUTURE STREET LIGHT EXISTING R/W o EXISTING SIDEWALK , N ,CITY DWG. NO.01572 // + + EXISTING 8"VCP SEWER PER DWG. NO. 2927 FUTURE STREET LIGHT FUTURE SIDEWALK LIGFURE STREET -- N --- ---- ---------- N CV1- S— ---- = ju ---- �; ,� _ Ln EXIST. 18"CMP zn n� - --------?17----------- /T�_____-- --�7-----------�� --^ -- n ----- - ��------- �T�---------- n -- — — — — - - s? T/T-----------T -- J'r� N LIMITED USE AREA " 00 _ ,T-- �T�-------- 7�-- -- r,T-----------T --------7,�------------ ------ r,T ar' z 18 �� 18 SD IMITED USE AREA 33 `� `� 34 13 == 35 „ 36 37 N d 8 // 39 27 N S 28 S ®�„ S 9 S S 31 S S32 8„ S `� 0O S --0 — 18 S S S — 8 S —� S S — r S �/— --&"S 'Ln J� o 5 1 XVG' SIS N N o0 0 3 =1:Zt o _�® —W— N —yp —W - 12„ T_Q/p�''� r— — a ^ N w — — — — — — — — — — — — — — — — — "'! -- ------------ - - - - -- - - -------- - ---- - - -- --- -- -- — --- - - -- ------ JO _ _EXISTING __— -- -- _--------- B _ _ _ ____ _ \ o / _ _ ___ r CURB 8c GUTTER o ``' EXISTING R W \ r / „ 1 + o N N 10+52.00 BCR 19 10 EXISTING R/W \ r / / EXIST. GIATCH BASIN 1 /EXISTING 54 STORM DRAIN , o ^ XISTING CMP RISERS EXISTING 2" WATER / I I / PER CITY DWG. NO. 2928 M n 10 "' PROPOSED P L I \ '" 1 > PER DWG. NO. 2928 20 EXISTING CURB & GUTTER EXISTING STREET IMPROVEMENTS ,, I I I �- I � � / I �� PER CITE' DWG. N0. 2926 PER CITY DWG N0. 2926 I I I I I PER CITY DWG. NO. 2989 / EXISTING P L ( I " --M-) " I EXIST. R W / I I w •�r o= I I I I, ' U / ( I i .-w 10+52.00 ECR I EXISTING SIDEWALK EXISTING 2" & 6" I I I. �� c=' C„ LIMITED USE AREAI ` EXIST. 18 RCP LA M TR. 16046 I 3 0= 1373.23 TC a 6 6 1 00 Cq 7 � 6 1 1 (� ) 68 5 6 I PER CITY DWG. NO. 2928 1 I / IRRIGATION SLEEVES / I '. I, II I '; C. o 3 N 18: m , N �r; �, EXISTING SIDEWALK I 20 I 0 I I U 7 20 i 0 7 +� 10+56.97 ECR 78 �z� 34 '� ^ I ' I 'o0 z ¢"� �� I 2I 7�--' A� 16�9 1369.46 TC 43' 43 6 �o 00 N 27 27 EXIST. 54" RCP STORM DRAIN w o ¢ , CONSTRUCTION NOTES + + PER CITY DWG. N0. 2928 >- > – LU EXIST. STREET LIGHT 54 U 86 0 w M 54 a¢ �- w " " WALNUT AVENUE 5 �0 20 SAN SEVAINE ROAD z a �8z PER CITY DWG. N0.2926 2U CONSTRUCT 4.5 AC PAVEMENT (MIN) OVER 12 OF 95% COMPACTED NATIVE SOIL 06 rn W CORY PLACE m a z � X OAKSPRING DRIVE (SEE GENERAL NOTE 31 & 32) + � SEE SHEET 8 v 22 SEE SHEET 2 Q Z SEE DWG N0. 2933 3 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 N `=' m , _ z U o 12 SAWCUT EXISTING A.C. PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.) z ^ 13 SAWCUT & REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL "A" ON SHEET 10) `� -' i� e; + coo vii I > ¢ "' NOTE: 10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN ¢ �i ¢ o w z w ¢ o 15 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 10 M z Q o Q o CONTRACTOR SHALL COORDINATE FINAL LIFT OF A.C. PAVEMENT M�DOLE h�lD �{SSflClh7 , /NC CQ a `" GRAPHIC SCALE (WIDTH AS SHOWN ON PLAN) " < 00, ON SAN SEVAINE WITH CONSTRUCTION OF TRACT 16269 SO AS I9rf AtM CTii- DX- 9U11F.200, ®uTA41a, CA. q1 �C l ape L a �- Y TO COMPLETE CONSTRUCTION OF STREET IMPROVEMENTS 40 0 20 40 80 160 16 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 10 w v c i �' ¢ AT SAME TIME. 12 (CASE AS SHOWN ON PLAN) co 3 �- zo ,- RECORD DRAWING 7d 18 TEMPORARY 9500 LUMEN HPSV STREET LIGHT ON WOOD POLE PER DWG. NO. 2926 w �' w o No 36637 c 13 00 TO BE REMOVED AND REPLACED W/9500 LUMEN HPSV LUMINAIRE, + o THESE RECORD ORAWINQ6 HAVE BEEN PREPARED, IN \ (IN FEET ) PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) o w C -D ¢ w ¢ z PART, ON THE BASIS Of INFORMIRION COMPILED AND 1 inch = 40 ft. mama ¢ .- FURNISHED BY OTtfRS, THE ENOMNEER WILL NOT BE I 20 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 12 BASIS OF BEARIN(1,5. RESPONSIBLE FOR ANY gVIOMs OR OMISSIONS WHICH BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE HAVE BEEN 111CORPORATED INTO THE DOCUMENTS AS 22 REMOVE EXISTING CMP RISER & CMP PIPE 13 WEST 1/2 OF THE SOUTHEAST' 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN A RESULT THEREOF. �! 25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 10 BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. �Ue - 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. o Q REV. REVISIONDEMM[ON DATE ENGR. CITY DATE Prepared By: BENCHMARKCITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: �QR�FS Sy joA DMPROVEMENTS NOT COMMENCE WIT)m ALLARD ENGINEERING 9 TWO YEARS OF THE DATE OF APPROVAL BLACKMON HOMES, INC. CALTRANS BENCHMARK NO. 8-17 ��PJZ� AMFyc BELLGROVE II COMMUNITY PLAN BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Civil Engineering -Land Surveying -Land Planning r, o SHOWN HEREON AND CARRIED FORTH DIl A 2900 ADAMS STREET, SUITE C-13 z DRAWN BY: STREET IMPROVEMENT PLANS SCALE: 343 N/0 HIGHLAND AVENUE, 0.2 MI. W/0 8253 Sierra Avenue No. 43976 m AE TRACT I9 1 "=40' DIAL DILIGENT MA11T11 M THE CITY ENGINEER MAY RIVERSIDE, CA 92504' SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana, California 92335 W Q TWO WORKING NG Exp, 6/30/05 DESIGNED BY. _ SAN SEVAM READ FROM DATE. BEFORE � DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 688-6414 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 * * �0' Y ❑ U DIG YOU DIG BRING THEM D11T0 CONFORMANCE WITH FAX (909) 688-5914 HIGHLAND AVENUE FROM SIERRA AVENUE �n9 c j vii ��Q AE X9+88.36 9.37 AUGUST, 2003 8�� X13 CHECKED B . APPRO E BY: DRAWING NO.: o TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, A.C.E. 43976 Date FBF CAt_IFp 6 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1428.6090 DSH �`�/ `� aCD�D DlI,u16�GS 6 a ELEVATION. (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 11 M:\DWG\ 19201 \STREETS\ 16269-SHT6.DWG