The URL can be used to link to this page

Home My WebLink About4914-2V) _j z 0 U_ l< w 1 L 1 14, PROFILE SCALE VERT: 1 in 2 ft HORZ: 1 in 20 ft X_ w EX. EDGE OF PAVING 0+0,0 @ CHERRY AVE. & ALISO DRIVE INTERSECTION 2+00 3+00 4+00 5+00 S=,305'.9 SPEED=40 MPH — —11 S=J05') SPEED = 4 0 MPH 6+00 7+00 mm I 19L cl DRIVEWAY CURB RETURN DRIVEWAY CURB RETURN —121--05 APN: 0236-121-07 APN: 0236-121-06 Or: APN: 0236 Ql) z R=20. 00' R=20. 00' J.". <3 I_ Qr 1 CL _"ql- A=45*34'2J" L=45*J42 Z: "Z- L'J Z^ L= 15,9 1' L= 15.9 1' cl-'t5 5 .Q izz_ rQ_l\ ::� __j '�' k T=8.40' T=8.40' 7 0� c� 0i 6 C.) Llj _j (Z 6 or- CL RCN Q� CL --k N LO V_: Q) Qj Q) 10 N cz) (Z Do I I� 2 Q� Lr) to C-13 N � n + CQ C� All C\4 Q) c Q) LO L�L_ CO + \_ Q) "q- ' + C) C-) cN + + C.) ()o to N 08T �INE OF' lql SED RIGHT QF WA N+ Q FENCC TURE EX. FENc CN Z + —__LINE Qr �SICHT LO Z�l t�_lw . c\I n PROPO Y. EX. FU EX. RIGHT OF WAY Q> amm-t-2= t -0 A -7 7 I — L OVE L IAIF X— 4 Tc - Y_ I I Aw ��2 =Al= X_ -ILL-Z llll�_N I ...................... L:!3— ......... -------- . ....... .... . .......... U, .......... . n PP— SiG .................. ................................................. ..................... ........... ....... .. ......................... ....................... EX. RIGHT OF WA .......... ......... . .......... ........................................ .... —7+t* EP ------ .......................................... ....... ........... LI'ME OF DRAIN, ------- . .......... .... ... . ...... .... ........... ....... ... ....... ................ ...... 4 ..... ........................ I ........ ....... EX. CRADE TO . . . ....... ... ... ... �'*** **,***,**,** .. .,j * * ' ' * __ Q) W pp TAM�P ' . N_ ....... ............ .... ............ ... ....... .............. Q) �00) ..... ... . ...................................... ...................... ............ ....... ....... ........ w ...... ....... ..... ........ ................... ...................................... ..... n� .................................. ........ ........... . . ................................... ......... ............. ........................ ........ Sl . Xt ..... Lo ............. ........................................ '14 ....................................... .......... ......... ...... ........................................ ...... EX. EDGE OF PAVING ............ ...................................... ..................... Sl - ........................................ ......... ........... '7 77 X 7_,; 22-y ------ ........ ........... �77 ................ ....... ....................... ........... 77 Z 7� _7 7 'yc X e4 x /Z_Z. Z. '00 /Z Z/ N89-44'7 U E �_�Oo 7 00 8+ 2+'00 - ----- JTGO 'L 4--�00 SAW -CUT LINE 5+00 Q) EX. EDGE OF PAVING x S=J05'.- SPEED=40 MPH S= 3 05 SPEED=40 A4PH EX. RIGHT OF WA Y CONSTRUCTION NOTES: AM: 0236-122-23 (D CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 7000 CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 Ar CONSTRUCT 5.5 A.C. (Mh -) OVER PAVING OVER 12 (MIN.) OF 9570 COMPACTED NATIVE SUBGRAOE SAW—CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING 6 CONSTRUCT SIZE J, UNDER SIDEWALK DRAIN PER CITY STD, J001 7 CONSTRUCT FIRE HYDRANT (SEPARATE PERMIT) 8 RELOCATE EXISTING WATER METER 9 REMOVE EXISTING POWER POLE (BY OTHERS) @ INSTALL STREET LIGHT (PER STREET LIGHT PLAN) Ul PAINT 4" WIDE WHITE EDGE LINE STRIPING REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE INSTALL CA. TYPE L—A (OMG-2V) OBJECT MARKER PER CA. MUTCD 2010, FIG. 3C-1 (CA.) 4 INSTALL REFLECTIVE BAND ON SCE POWER POLE fteRRTFF�- UNDERGROUND SERVICE ALERT CALLJOLL FREE 1-800 227�6-2600 TWO WORKING DAYS BEFORE YOU DIG R EV. I REVISION DESCRIPTION ALISO DRIVE EX. RIGHT OF W4 Y APN: 0236-122-02 BENCH MARK: DESCRIPTION: CITY OF FONTANA BENCH MARK NO. 521 ELEVATION = 1002.80 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITH!N 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 1-0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. F S/ (0 No. 37037 rn w m W. ;D Exp. 6-30-12 cl V J\' CP CAL�� Prepared Under The Supervision Of: HENRY C. POOUIZ HP ENGINEERING, INC. 1465 CRESTVIEW ROAD DRAWN BY REDLARDS, CA. -92374 CADD (909) 7P9—P797, FAX (909) 799-1508 DESIGNED DATE: HENRY C. POQI llj,� 6C.E. 370,37 HCP CHECKED HCP APN: 0236-122-03 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: A gm SH 4t�94 ALISO DRIVE AS — OWN BY: DATE: ASP #06-02t 6/21/11 BY: APPROVE DRAWING NO. GA I? DATE -A$ -jr 1 4914 2 Rawl PROFILE SCALE VERT: 1 in 2 ft HORZ: 1 in 20 ft X_ w EX. EDGE OF PAVING 0+0,0 @ CHERRY AVE. & ALISO DRIVE INTERSECTION 2+00 3+00 4+00 5+00 S=,305'.9 SPEED=40 MPH — —11 S=J05') SPEED = 4 0 MPH 6+00 7+00 mm I 19L cl DRIVEWAY CURB RETURN DRIVEWAY CURB RETURN —121--05 APN: 0236-121-07 APN: 0236-121-06 Or: APN: 0236 Ql) z R=20. 00' R=20. 00' J.". <3 I_ Qr 1 CL _"ql- A=45*34'2J" L=45*J42 Z: "Z- L'J Z^ L= 15,9 1' L= 15.9 1' cl-'t5 5 .Q izz_ rQ_l\ ::� __j '�' k T=8.40' T=8.40' 7 0� c� 0i 6 C.) Llj _j (Z 6 or- CL RCN Q� CL --k N LO V_: Q) Qj Q) 10 N cz) (Z Do I I� 2 Q� Lr) to C-13 N � n + CQ C� All C\4 Q) c Q) LO L�L_ CO + \_ Q) "q- ' + C) C-) cN + + C.) ()o to N 08T �INE OF' lql SED RIGHT QF WA N+ Q FENCC TURE EX. FENc CN Z + —__LINE Qr �SICHT LO Z�l t�_lw . c\I n PROPO Y. EX. FU EX. RIGHT OF WAY Q> amm-t-2= t -0 A -7 7 I — L OVE L IAIF X— 4 Tc - Y_ I I Aw ��2 =Al= X_ -ILL-Z llll�_N I ...................... L:!3— ......... -------- . ....... .... . .......... U, .......... . n PP— SiG .................. ................................................. ..................... ........... ....... .. ......................... ....................... EX. RIGHT OF WA .......... ......... . .......... ........................................ .... —7+t* EP ------ .......................................... ....... ........... LI'ME OF DRAIN, ------- . .......... .... ... . ...... .... ........... ....... ... ....... ................ ...... 4 ..... ........................ I ........ ....... EX. CRADE TO . . . ....... ... ... ... �'*** **,***,**,** .. .,j * * ' ' * __ Q) W pp TAM�P ' . N_ ....... ............ .... ............ ... ....... .............. Q) �00) ..... ... . ...................................... ...................... ............ ....... ....... ........ w ...... ....... ..... ........ ................... ...................................... ..... n� .................................. ........ ........... . . ................................... ......... ............. ........................ ........ Sl . Xt ..... Lo ............. ........................................ '14 ....................................... .......... ......... ...... ........................................ ...... EX. EDGE OF PAVING ............ ...................................... ..................... Sl - ........................................ ......... ........... '7 77 X 7_,; 22-y ------ ........ ........... �77 ................ ....... ....................... ........... 77 Z 7� _7 7 'yc X e4 x /Z_Z. Z. '00 /Z Z/ N89-44'7 U E �_�Oo 7 00 8+ 2+'00 - ----- JTGO 'L 4--�00 SAW -CUT LINE 5+00 Q) EX. EDGE OF PAVING x S=J05'.- SPEED=40 MPH S= 3 05 SPEED=40 A4PH EX. RIGHT OF WA Y CONSTRUCTION NOTES: AM: 0236-122-23 (D CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 7000 CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 Ar CONSTRUCT 5.5 A.C. (Mh -) OVER PAVING OVER 12 (MIN.) OF 9570 COMPACTED NATIVE SUBGRAOE SAW—CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING 6 CONSTRUCT SIZE J, UNDER SIDEWALK DRAIN PER CITY STD, J001 7 CONSTRUCT FIRE HYDRANT (SEPARATE PERMIT) 8 RELOCATE EXISTING WATER METER 9 REMOVE EXISTING POWER POLE (BY OTHERS) @ INSTALL STREET LIGHT (PER STREET LIGHT PLAN) Ul PAINT 4" WIDE WHITE EDGE LINE STRIPING REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE INSTALL CA. TYPE L—A (OMG-2V) OBJECT MARKER PER CA. MUTCD 2010, FIG. 3C-1 (CA.) 4 INSTALL REFLECTIVE BAND ON SCE POWER POLE fteRRTFF�- UNDERGROUND SERVICE ALERT CALLJOLL FREE 1-800 227�6-2600 TWO WORKING DAYS BEFORE YOU DIG R EV. I REVISION DESCRIPTION ALISO DRIVE EX. RIGHT OF W4 Y APN: 0236-122-02 BENCH MARK: DESCRIPTION: CITY OF FONTANA BENCH MARK NO. 521 ELEVATION = 1002.80 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITH!N 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 1-0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. F S/ (0 No. 37037 rn w m W. ;D Exp. 6-30-12 cl V J\' CP CAL�� Prepared Under The Supervision Of: HENRY C. POOUIZ HP ENGINEERING, INC. 1465 CRESTVIEW ROAD DRAWN BY REDLARDS, CA. -92374 CADD (909) 7P9—P797, FAX (909) 799-1508 DESIGNED DATE: HENRY C. POQI llj,� 6C.E. 370,37 HCP CHECKED HCP APN: 0236-122-03 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: A gm SH 4t�94 ALISO DRIVE AS — OWN BY: DATE: ASP #06-02t 6/21/11 BY: APPROVE DRAWING NO. GA I? DATE -A$ -jr 1 4914 2