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HomeMy WebLinkAbout5069-5qV w w CA W — CONSTRUCTION NOTES IOIN5TALL MIN. G.5" AC OVER 1 2"MIN. OF 95% COMPACTED NATIVE PER CITY 5TD. 401 (2 I ,G 10 SF)" 02 COLD PLANE *- OVERLAY (0. I' MIN.) PER DETAIL, SHEET 1 51 0 5AWCUT EXISTING PAVEMENT ® REMOVE EXISTING AC PAVEMENT 4 O REMOVE EXISTING AC BERM ® INSTALL (5" CURB 4 GUTTER PER CITY STD. 1000 O INSTALL 51DEWALK PER STD. I OOG rl O EXISTING UTILITY POLE TO BE REMOVED * LINES UNDERGROUNDED BY OTHERS - - O INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) c, 373.67' lO INSTALL VARIABLE HEIGHT CURB # GUTTER PER CITY STD. 1000 ��� PROPOSE O REMOVE EXISTING WROUGHT IRON FENCE G� I® REMOVE EXISTING RIBBON GUTTER [� INSTALL MODIFIED 2` WIDE GUTTER PER DETAIL'D', SHEET 5 -' I INSTALL 9,500 LUMEN HP5V 100 WATT # 10 STREET LIGHT PER CITY STD. 404 " PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE 501L ENGINEER AND APPROVED BY THE CITY ENGINEER. PAVING LEGEND PROPOSED AC PAVING COLD PLANE # OVERLAY REMOVAL PROPOSED PCC PAVING SCALE: 1 "=20' EXISTING PCC PAVING 0 20 40 GO I Qu DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UMKRGRM MB SERVICE ALERT REV CURB RETURN DATA © A= 90°00'00" R= 15.00' L= 23.5G' T= 15.00' OD 0= 90000'00" R= 15.00' L= 23.5G' T= 15.00' ■E�iEM M 0mm 0 �■� ■n ■ n MEMOS No ME MEN mom III MEMO 0 mom ONE 0 mom ME M 0 No No No MENEM 0 ME EME 0 ME ONES OMEN MEN M M EME No ONE mom ME No M No ION mom ME 0iii 0 0 n ENE EMIR ME M MEMEME mom 0 0 mm 0 mc 0 0 MENNEN No 0 NO m No No ME ONE No MM No NOME ME OMEN mom MM '01 No ME 0 w0w mm �m, III MM MOM ME ME No M No No 0 No M ONE No ON ON No ME 0 0 0 ME mom mom No IN NOME mom No 11111-1 m ME 0 MEMO ME wpm--- 0 MEMO MEN Emo� 0 No mom 0 M M No 0 mom mom PROFILEe M Ell! A 11 VERT EMEMEM W — CONSTRUCTION NOTES IOIN5TALL MIN. G.5" AC OVER 1 2"MIN. OF 95% COMPACTED NATIVE PER CITY 5TD. 401 (2 I ,G 10 SF)" 02 COLD PLANE *- OVERLAY (0. I' MIN.) PER DETAIL, SHEET 1 51 0 5AWCUT EXISTING PAVEMENT ® REMOVE EXISTING AC PAVEMENT 4 O REMOVE EXISTING AC BERM ® INSTALL (5" CURB 4 GUTTER PER CITY STD. 1000 O INSTALL 51DEWALK PER STD. I OOG rl O EXISTING UTILITY POLE TO BE REMOVED * LINES UNDERGROUNDED BY OTHERS - - O INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) c, 373.67' lO INSTALL VARIABLE HEIGHT CURB # GUTTER PER CITY STD. 1000 ��� PROPOSE O REMOVE EXISTING WROUGHT IRON FENCE G� I® REMOVE EXISTING RIBBON GUTTER [� INSTALL MODIFIED 2` WIDE GUTTER PER DETAIL'D', SHEET 5 -' I INSTALL 9,500 LUMEN HP5V 100 WATT # 10 STREET LIGHT PER CITY STD. 404 " PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE 501L ENGINEER AND APPROVED BY THE CITY ENGINEER. PAVING LEGEND PROPOSED AC PAVING COLD PLANE # OVERLAY REMOVAL PROPOSED PCC PAVING SCALE: 1 "=20' EXISTING PCC PAVING 0 20 40 GO I Qu DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UMKRGRM MB SERVICE ALERT REV CURB RETURN DATA © A= 90°00'00" R= 15.00' L= 23.5G' T= 15.00' OD 0= 90000'00" R= 15.00' L= 23.5G' T= 15.00' REVISION DESCRIPTION i vTVV 1 U-rju I �7tUU I t)+SU W co (\I NOTE: ` SEE SEPARATE LINE OF 51GHT PLAN SET FOR 51GHT TRIANGLE AT PROPOSED DRIVEWAY ALONG BANANA AVENUE. i SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT A 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 THEM INTO CONFORMANCE WITH CONDITIONS AND th; DATE EHat. CTY DATE STANDARDS IN EFFECT. 8" GAS 3" GAS N 0➢ rn 20+00 20+50 LEGEND AC ASPHALT BC BEGINNING OF CURVE o D I BCR BEGINNING OF CURB RETURN APN 0234-051-04 CF CURB FACE \ EC END OF CURVE ECR END OF CURVE RETURN N EP EDGE OF PAVEMENT FG FINISH GRADE FL FLOWLINE ELEVATION 0 \ _ F5 FINISHED SURFACE GB GRADE BREAK MH MANHOLE P P� 0p F PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE xpp' pp N PP POWER POLE 2" w pXpp12" WATE WW RIGHT-OF-WAY a 12" WATEF \0 TB TOP OF BERM TC TOP OF CURB —0030) VC VERTICAL CURVE 8"H\ R 8" SEWER X.XX PROPOSED ELEVATION % (X.XX) EXISTING ELEVATION 8" GAS 3" GA5 � N D N rn w N .°- c� �1 10' �� w SHEET 2 TRANSITION LIP 1.5' TO 2' �`ti ` * Q ti 1.23% %) _ (9.02%) • A 0� G 1 v S�,oSJ� 5 WCUT EXISTING PCC TO FORM A /5MOOTH EDGE. MEET EXISTING GRADE DETAIL'D' / OF BOX CULVER AT "FACE OF CURB". 1 11=51 Qv oft5510Hq< CITY OF FONTANA, CALIFORNIA • land planning �o Fti • civil engineering �� T ATC IER>W. III 2 STREET IMPROVEMENT PLANS -- •landscape architecture N m DRAWN BY: PLAN * PROFILE SHEET SCALE: phone 909.748.7777 PF ASSESSOR'S PARCEL NUMBER: fax 909.748.7776 E"p 12/31/15 * DESDIED BY. 0234-151-0 17, 18,' 22 23 DALE: er en ine Pdn & 'associates Inc. s' -9T clvlL ��� PF/MWT 1 1/15/13 9 9 , F �- BA NA NUE S I 00.00 - 19+2 I .39 /1 t, suite 105, redlands, ca 92373 OF CPA\ -\t0 CHECKED BY: BY. DRAB N0: -21- 5 1 W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2013 MWT CI ENGINEE .C, . 51152 5069 rj 5GO02R 1