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HomeMy WebLinkAbout4783-3EXISTING NORTH R/W 12' 19' 6' WIDE SIDEWALK 8" CURB W/ 1.5 GUTTER 2q (1.14% TO 1 I0000000000l 9 10 11 12 EXIST SOUTH -12+50.00 12+75.00 13+00.00 13+25.00 I� R /W rl mi- 1� 88' U '� U PARKWAY 970 13' 9' 23' 12' 6' WIDE SIDEWALK 6' 6' 8" CURB W/ �\ - 1.5' GUTTER .7 4% 8% ° 5 T 2%' i. 0 TO (� 2 (0.92` ) .67% (1.07 TO 2.377.)�---- a „n,.,rs*f "I'll— (Existing +e. aFP 970 970 nor, nazz N � vW ro a 8in� t i 4 I 1 vW i 11% 1 i It O W j -- © 5.10' NO' 35' 55.00"E -- 970 970 nor, nazz N � vW ro a 1'w t i 4 I 1 vW i tmp h0. 1.5% O W W .. -- © 5.10' NO' 35' 55.00"E 970 970 nam nam m a n CSn 1 5: 4. y1 OW � vW LENGTH 1'w t i 4 I 1 vW liJ 970 970 nc� aa� a. a ._t ;:��.r. t: ..-'e`r'.'!,• �_r_... y �y fi T'" vvv . . . . . . . . . �vv VVv 1 1 1 1 1 1 1 1 1 �/VV JVV 1 1 I I 1 1 1 1 1 JVeJ JVV 40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 EXISTING Typical Street2.4% GROUND Q --` * 4" P.C.C. 0 5 6 7 8 Cross Section SIDEWALK 520-C-2500 11+50.00 11+75.00 12+00.00, 12+25.00 SANTA ANA AVENUE I r__1000==o � (Existing + Proposed) LIMITS OF IMPROVEMENT NTS 970 (Proposed) SOUTH 44 R/W I_ DRIVEWAY SIDEWALK 9' f 23' I 81, ► 4' � 1 1 " LIP f EXISTING 1(1-78% TO 2.67 1 1 GROUND (.07 TO 2.370 2q OU *6" P.C.C. SIDEWALK Typical Street *8" P.C.C. DRIVEWAY RAMP 560-C-3250 Cross Section SANTA ANA AVENUE (Proposed Driveway) NTS 965 we] 965 I 970 970 965 965 970 970 965 965 970 970 965 965 —40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 1 2 3 4 10+50.01 10+75.00 11+00.00 11+25.00 970 970 965 965 970 970 965 965 -40-30-20-10 0 10 20 30 40 -40-30-20-10 0 10 20 30 40 - - - EXISTING R/WUJI� - -- � -- 1 ti W 8 CURB EDGE OF -00 �s- ` - > 18" GUTTER M SANTA ANA AVENUE PAVEMENT Q + 8 9 10 00 — Z o 8" CURB EDGE OFA O 18" GUTTER PAVEMENT OF SIGHT PER Q -",/ 1 EXISTING R/W 3 _T 4 .m 5 _ _ 6 _ __ 7--- 8 9' _10 11 N89 43 45 "E 1 ® 1 o_: LINE #/CURVE # LENGTH 1'w de I o vW liJ tmp h0. 1.5% O W W .. -- © 5.10' 970 970 965 965 -------------- 970 965 970 965 970 965 —40-30-20-10 0 10 20 30 40 —40-30-20-10 0 10 20 30 40 EXISTING R/W� 12 Uj ---------------------------- - ----_...e-------- --- _ _ -_- -cv 8" CURB a EDGE OF-� L0 18" GUTTER SANTA A PAVEMENT N W 14 N �— 16 —+-- Q + 00 o I •. O LANE OF 5� EDGE OF-4- PAVEMENT F -PAVEMENT UJ = to I I ( EXISTING R/W� V i 1 GRAPHIC SCALE 40 0 20 40 80 6mi row P4 1 INCH = 40 FEET LINE/CURVE TABLE LINE #/CURVE # LENGTH BEARING/DELTA RADIUS 0 103.36' N89' 43' 45.75"E -- © 4.90' SO' 35' 55.00"W -- © 5.10' NO' 35' 55.00"E -- © 8.60' N89' 43' 45.75"E -- © 1319.68' N89' 43' 45.75"E --- ©1 10.24' 90.87 6.50' ® 10.05' 89.13 6.50' DATE: MARCH 2009 BENCHMARK No. B-134 ELE VA TION 1185.779 BASIS OF BEARING NO TICE.PREPARED BY CITY OF F O N TA N A CALIFORNIA LOCA nON, OF SANTA ANA AVENUEALIGNMENT-C 2008 PIONEER PROPERTIES SHOULD CONSTRUCTION OF THE REQUIRED California 92335 STREET IMPROVEMENT PLANS BE/NG N 890 43'45° E PER P.M.B. 4629CE ��rQROFEss,oHy�l O ALMOND OND AVENUE AND ARRLROAD SPIKE IN PP No. OWROUTE.07E AT NORTH EAST CORNER OF P.M.B. 47/19 OF THE DATE OF APPROVAL SHOWN HEREON AND RS /o tiuoocFSTo Fyl> 15335 Valley Boulevard, Fontana, DIAL TOLL FREE /�, ., ti x,11 Tel (909) 355-5428 Fax (909) 823-2489 DRAWN BY: SCALE: LEGAL DESCRIP770N.• 1-800-227-2600 ENG NIEER MAY REQUIRE ED FORTH IN A IREVISILIGENT ON TO/THEEPLANS TO c� a N0. 58020 �' m AS SHOWN 1,� EXP. 6/30/10 25—FT CROSS—SECTIONS THE EAST Y OF THE WEST Y2 OF THE EAST 3'z OF LOT 153 AS SHOWN ON AT LEAST TWO DAYS BRING THEM INTO CONFORMANCE WITH CONDITIONS 1� A� PREPARED 8Y: 5S 20 DESIGNED BY: DATE: THE MAP OF THE SUBDIVISION OF THE SEMI -TROPIC LAND AND WATER BEFORE YOU DIG AND STANDARDS IN EFFECT. I�� 9T cr viu ��//% R.c.E. No. PH SANTA ANA AVENUE AS SHOWN CALIFORNIA PER MAP RECORDED IN BOOK 1COMPANY IN THE COUNTY OF SAN 1 OF MAPS, AGE 2oF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �\O' CAL`Fo�r� PAUL r/DDLESTON, JR. DATE f I CHECKED BY: DWG. NO.: RECORDS OF SAID COUNTY RECORDER. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PH Q 1 % Q z Q L Q �n 0 Q LJ W 0- 0 z a_ r W 0 ,.n i