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I-7 VERT: 1 4' 4 4 25 26 27 28 29 30 31 32 33 34 35 36 1 8 GRAPHIC SCALE TAILWIND LANE = 0 11 z 40 0 20 40 80 160 1 8 1 8 SEE TR NO. 15655-14 Ld 3:: 1 8 64' < 1 8 1 1 8 T JR -fl-\ C-, T NO, Ld U- T NO, -11, NO, 1 8 32' 3 2 12� > IN FEET CD < 0 0 z z < 4 V) C14 C14 - in 0) (n ,d- < 1 inch 40 ft. )of 0 < 0 20' 04 V) r- 04 N M L0 + > EXIST MEANDERING x 1.0 b 1 8 N< 4-_ SIDEWALK z 3 4 5 Ld 6 W ro 3: Z 10 LU PER DWG. NO. 2447 w (0 Ld LO 0 110 14 IEXIST MEANDEIIING Ln EXISTING U) M 0 TRACT 0 P SIDEWALK R/W rEXISTING EXIST 36" RCP V) Ckf BOU R/W U) PER DWG. NO., 2447 I Ln N DARY-- u) PER DWG. NO. 2450 1 1+55.00 BCR 1+55.00 ECR 'U) 'Lf R/W X — V) 0:� z Ln bj x Ld x > 0 x Ld x x EXIST 1 X I Ld n Ld X LL1 LLJ F- Ld 0- aWATER 1427.50 TC 427.89 TC 2 ix Li r- - - - - - L0 - - - - - - --- - J (N - --- - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — 33 — -:7 ---- — — — — — — — — T4 — — — — 75 0 (6 -U- , �4 N89*59'38"E in LO ICD 00 :E, ING UT - 04 LO TRACT R.,,,W C14 C14 Rni jNjnARY iIT A B EXIST 8 SEWER PER DWG. NO. 2 PROP SED R/W 46 47 D4 z LEXIST 4" GAS < A 0 50 V) -r%7 V) x U-1 WALNUT STREET 1=-,I-IZZ PLANS PREPARED FOR No. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS YOUNG HOMES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 1 0370 Trademark Street VVVVVVVV%N~ APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE Rancho Cucamonga, REVISIONS TO THE PLANS TO BRING THEM INTO Ca. 91730 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. (909) 477-6715 r—, t�- I TOLL FREE "WEN' 1-800-227-2600 JA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R A L 4 A 30.00' 86*29'51 T.R T N O EXISTING Of B 30.00' 13+68.17 ECR 1 48.96' 7 -rl-\ R/W Ld Ld z EXIST EDGE OF PAVEMENT FUTURE 1428.45 TC LL' -j 13+62.05 BCR 0 V) 52 EXIST EDGE OF Of 12� 51 U (n AVEMENT 0 M U) 't -j Q (A 0 :D x 18 Ld FUTURE CURB & GUTTER z (00 < 3�: x Cf) Ld LU LLJ (n U-1 0 x 0 0 U-1 & SIDEWALK + LLJ Fn C14 r- N 6' r, Lu :Z 0 04 - It V) co z CONSTRUCTION NOTES 04 M oz - -3 < CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 WITH MODIFIED in DIMENSIONS AS SHOWN, HEREON .0 -q- C) (0 n Cl) CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 C,4 �4- LU 27t 2 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 a; x Ld CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG NO. 118 @)—�ONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE x W bi 0 -,I- z 1`0 LU �See general notes 31 and 32) CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 0:�--SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LINE CONSTRUCT 22,000 LUMEN, 200 WATT HPSV #20 LAMP ON 30' MARBLELITE POLE OR APPROVED EQUAL WITH 8' MAST ARM TAILWIND LANE 0-8,�—PROTECT IN PLACE SEE SHT 2 EXIST 8 SEWER PER DWG. NO. 2 PROP SED R/W 46 47 D4 z LEXIST 4" GAS < A 0 50 V) -r%7 V) x U-1 WALNUT STREET 1=-,I-IZZ PLANS PREPARED FOR No. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS YOUNG HOMES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 1 0370 Trademark Street VVVVVVVV%N~ APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE Rancho Cucamonga, REVISIONS TO THE PLANS TO BRING THEM INTO Ca. 91730 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. (909) 477-6715 r—, t�- I TOLL FREE "WEN' 1-800-227-2600 JA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CURVE DATA 0 R A L 4 A 30.00' 86*29'51 45.29' 28.22' B 30.00' 13+68.17 ECR 1 48.96' 7 7 6 14 EXIST EDGE OF PAVEMENT FUTURE 1428.45 TC 13+62.05 BCR 0 R/W EXIST EDGE OF Of 12� 1428.49 TC AVEMENT 0 M 't 0 :D FUTURE CURB & GUTTER 52 LLJ (n U-1 0 a 1 0 U-1 & SIDEWALK + r- N 6' (.0 Cn V) co z 0 c,4 r- + 04 LP X 6'� 20' 20r in Z .0 -q- C) (0 n Cl) C,4 �4- LU 27t 2 c-4 o6 + C14 Cn - < 0 + 0 a; x Ld 18 5 x W bi 0 -,I- z 1`0 LU i�16 TAILWIND LANE SEE SHT 2 CURVE DATA 0 R A L T A 30.00' 86*29'51 45.29' 28.22' B 30.00' 93*30'09" 1 48.96' 1 31.89 REVISIONS Engineer City BENCHMARK Approva a e: pproval Uate: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVA'nON: 1365.01 OFESS/ 4q / 4� 1-3 , Co a� No. 36052 M Exp. 6/3 lvl\, C No.43976 Exp. 6-30-09 CIVIL CAL Prepared By: ALLARD ENGINEERING_ Civil Engineering - Land Surveying - Land Planning Drawn By: 8253 Sierra Avenue WF Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 Designed BW. CCf/6:, JF/OH 'r 4. /*-, t72_ Rafinond J. AArd, R.C.E. 36052 Date Checked ik D H R COD E r% -T"'% DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any errors or omissions which nlay be Mrate herein as a result. -10 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS WALNUT ST Scale: ,PEET AS NOTED FROM ELY 1325' B ,�EECH AVE Date: TO E'V-�00' IFOR 'NO. 16158-2) APRIL 2002 Dwg. No- 6 Approve CITY ENGINEER R.t.E.'51152 2994 6 Filename: M:\DWG\15902\STREETS\St-6.DWG