Loading...
HomeMy WebLinkAbout3252-8r I� .- 'it: a" � ■ • Y�'! � — ffi •• _ ..ter. ^- w � 1 r 1 I I IIII II I IIII I - :.. �►.., ,� +s` a a2 �a s �1:. � . � Y� „ � f- / i `I• it ..2 ^ } .� .,,' I,+S •• .. = • a _. •e 2 � T. F � ► y _ yy S' -� - , �1 'f� iY. 7t • • �' i, _• �1 - .. .. • . � e �►. � Y I>. tf.Y.1' 1 t'+,•J tY%,� � • ��,/'� , .. e r •d-. ♦li. Z I ® s¢ .. � �� '��_ .i1iLi. �i4 I�Ii i.i i m • L�� ffi • _...♦ , � 7 1 � •lam-'' - .�...L,J I /n n?%'l - _ P5 nor. m..;. _ JL%P%PSF 1116 A 7 8 9 0 J� CV ?'6*0,90 e \ , 12 1 NORTHERLY � R/W VARIABLE L.M.E. f 18' 25' ' 25' 18' L.M.E. 1 40 0 20 40 80 SHOWN RIE 10' ARIE PLANS 0.5 12 I 12 SHOWN ARIE 8' V -PLANS 3 4 21 21 4 VRI .I.) 1T 3I ( IN FEETWIN.) ?9, MIN- MIN. 2% MIM I 1 inch = 40 ft. BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. 0 6 6 o 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN 35.02' o BERNARDINO. 4718'58" -:... I I .4 ' i •.I D 725.00' IM Prepared By: vi.. I 2 4AR►D0 2 42%— — — — — — i-4pq�oRlES 2 1.40% 1� 2.429,' 1 C v, � o, v `ti v � 1�0 I � 1 10 I 3 \ \ ST Fp \ \ \ Np?926 /'/ / / °o V 15116 3 I 13 // co°,' 02 Q• 1 / 1 f NOTE: TOP OF CURB ELEVATIONS MAY VARY FROM TYPICAL STREET SECTION. GRADE BREAKS ON TOP OF CURB HAVE BEEN IMPLEMENTED h �o 0 22 I 22 SO AS TO MAINTAIN AT LEAST A 0.1' MIN OVERLAY 0 o v EXIST. A.C. PAVEMENT EXIST. A.C. PAVEMENT (Zi�,� o 0 WALNUT AVENUE 19I�`Ine STA. 10+00.00 TO STA. 13+20A0 3 3 Q IN lam! STA. 22+15.00 TO STA. 25+39.27 B3p� z FULL WIDTH PAVEMENT WITH NO MEDIAN 694828 ^� 7 11 i9 483 FC m SCALE: HORIZ. 1" = 10' M R VERT 1" 1' CURBS \\ \ \ \NC S� �� \ P �STiN \��� \ \ FRCSTRF ��\ 1369.15CbE MAM 2900 1070�'� 2S� F�Fi�pS FINAL LIFT (0.10' MIN OVERLAY) ON 18' SAN SEVAINE ROAD AND HEMLOCK AVE TO BE COORDINATED WITH FINAL LIFT ON WALNUT AVE SO AS TO PROVIDE ? 5' MIN. SMOOTH TRANSITION WITH ADJACENT f o DEVELOPMENT I RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN I PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. REV. .tea ...... TUU 1JIU �1 / TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i t j.;;i�l07 - REVOW DESCERWN WOND DPVIP GS GHQ � H �o -C ON i a � �J , ,�Iv co) s► sE'tj �� V ry K. DATE I ENGR.I CITY I DATE • "`" " EXISTING EDGE OF 22 1 f' EXISTING EDGE OF 8 M w EXISTING 2 AND 6 DIA Nw 3 23 PAVEMENT z z w IRRIGATION SLEEVES 12 PAVEMENT EXISTING R/W m'•� `� � �� �� EXISTING R/W o td 6 � / i0 VA% o g o SIDEWALK PER LAN c �; o, ARCHITECTURAL PLAN t ` 10 :..' 1 --> L.M.E. � z �„ . C. . \�- 3 3 J 13 29x28 'cb E o 13 FG/ Sqy, N CONS Ur p XISTING10 1373.91 :. C�F'Q�y F CT�CN S� �jC 12 EXISTING ED A. 13+ 14+ �0/N C pU�Y l'qC PAVEMENT rRg�Cj� �C�T s 1-•M•E , ..., - EXISTING R/W CT �6Cp"'''Ugj�s6269 137401 4" PIPE V 23 NT SHOM CONSTRUCTION OF REQUIRED IMPROVE111ENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEN INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: Q R BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE WALNUT AVENUE mam x©o T WEST 1/2 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN 47'18'58" 578.08 BERNARDINO BASE AND MERIDIAN, BEING NORTH 00'11'07" EAST AS SHOWN ON TRACT MAP NO. B 35.00' 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN 35.02' C BERNARDINO. 4718'58" 557.43' 295.72' D 725.00' BENCHMARK Prepared By: 317.62' PREPARED FOR: 5.00' 180'00'00" 15.71' ALLARD ENGINEERING� Q�t�FES HM,y� 25'24'59" 308.30' CALTRANS BENCHMARK NO. 8-17 G 705.00' 25'24'59" A P 158.98' KB HOME 35.00' BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 54.96' Civil Engineering -Land Surveying -Land Planning 801 CORPORATE' CENTER DRIVE 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0 8253 Sierra Avenue No, 43976 SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 oWc Exp, 6/30/05 POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE 1 (909) 802-1154a�-- - Q1<10-1. �o 1 9TH CIVIL - tVILFAX FAX (909) 802-1111 David S. Hammer, A.C.E. 43976 Date OF CALIV ELEVATION: 1428.6090 (expires 6/30/2005) CURVE DATA Q R A L T A 700.00' 47'18'58" 578.08 306.67' B 35.00' 90'01'37 54.99 35.02' C 675.00' 4718'58" 557.43' 295.72' D 725.00' 4718'58" 598.72' 317.62' E 5.00' 180'00'00" 15.71' F 695.00' 25'24'59" 308.30' 156.73' G 705.00' 25'24'59" 312.74' 158.98' H 35.00' 89'5823" 54.96' 34.98' Dej rsoFne VBB7Hoaiz 14 4' CONSTRUCTION NOTES 2OCONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 32 & 32) 3 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 6 AC PAVEMENT OVERLAY 0.10' MIN. (MATCH DESIGN PROFILE ELEVATION) 8 CONSTRUCT 8" PCC CURB ONLY PER STD. DWG. NO. 1003 7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN 12 SAWCUT EXISTING PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.) 13 SAWCUT & REMOVE EXISTING AC PAVEMENT (SEE DETAIL "A" ON SHEET 10) 15 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 10 (WIDTH AS SHOWN ON PLAN) 16 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 10 (CASE AS SHOWN ON PLAN) 19 INSTALL STOP SIGN, PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS SIDS. 22 REMOVE EXISTING CMP RISER & CMP PIPE 23 INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT, 110) LUMINAIRE, PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) 25 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN 27 CONSTRUCT CURB DRAIN PER A.P.W.A. SID. DWG. NO. 150-2, CASE II INLET, AS SHOWN ON SHT 10 CITY OF FONTANA, CALIFORNIA BELLGROVE II COMMUNITY PLAN DRAWN BY: STREET IMPROVEMENT PLANS SCALE: " , AE TRACTA6269 1 =40 DESIGNED BY: = WALNUT A'VENM DATE: AE Z STA. 10W.0110 S 17+00.00 AUGUST, 2003 CHECKED B : -APP VED BY: - I:2, DRAWING NO.: 8 D © 3252 CITY ENGINEER R.C.E. 51152 -- IVI. \UVYU \ 1 U z U 1 CJI RCCIJ \ I ULUZ7—JIl10.UVYU