Loading...
HomeMy WebLinkAbout5187-21250 W'LY TC 1250 C/L 1250 E'LY TC INi go M EXIST. F.S. O q ^n + 18+00 SULTANA AVE. 19+00 DRAINAGE DETAIL SCALE:1 "=20' Underground Service Alert I BENCHMARK Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 20+00 SAN BERNARD/NO F.B. 4015 PAGE 982 7-15 (00510) ELEVATION: 1286.018' DESCRIBED AS FOLLOWS: FD. GOOD COND. 0 S.P.R.R. & FOOTHILL BLVD. PER QUAD 341172. ELEVATION = 1286.018' (NGVD '29) 21+00 CURVE j w RADIUS LENGTH TANGENT ® 0 50.00' U O ~ 18.45' © 40'32'32' N.D N N V oOq �- oOq g~ + N N 916 O g EXIST. TOP OF CURB + N — — 00 CC! 22 W LY g g EXIST. GROUND AT RW _ — � N — p p v pO O Go _ N U + N p v (� � S8 � W EXIST. TOP OF CURB + Go ^ N r�� $ �', W g 22' W'LY _ Ui + + a g tO + n `" r —— I N N = N g EXIST. F.S. 0 �, — r —� ON o� O + � IrQ OW g _ _ O + J M N ^ r- 1 00 Cal g W N W I TOP OF CURB ^ I Q 22 LY + �, L + �~ a o� v $LO n LO 1.50% CO I o �N ..'� C> — v — — —AT 6.69' 28.68' O.C. O.C. EXIST. GROUND R/W N~ N n 22% +� + u�i N � "' �-� I ( , 20+00 SAN BERNARD/NO F.B. 4015 PAGE 982 7-15 (00510) ELEVATION: 1286.018' DESCRIBED AS FOLLOWS: FD. GOOD COND. 0 S.P.R.R. & FOOTHILL BLVD. PER QUAD 341172. ELEVATION = 1286.018' (NGVD '29) 21+00 22+00 CURVE TABLE CURVE j w RADIUS LENGTH TANGENT ® 0 50.00' 35.35' 18.45' © 40'32'32' N.D N N V �- 22+00 CURVE TABLE CURVE j DELTA RADIUS LENGTH TANGENT ® 40'30'38" 50.00' 35.35' 18.45' © 40'32'32' 50.00' 35.38' 18.47' 23+00 1 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - i" = 4' 24+00 11 CURBV — — I. — —TOP OF CURB LY _ i — T OF CURB 22 E LY 22 LY 25+00 26+00 0 20 40 80 120 SCALE:1 "=40' PREPARED BY: MARK REVISIONS APPR DATE i D AR�F O Thienes Engineering, Inc. Q CIVIL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD * R.C.E. NO. 56155 r # /% LA MIRADA, 0 N/A 90638 4 J� Exp. 12-31-14 Q P 21- 11 FAX(714)521-4173 � 1.-ZL-Iy R NHARD STENZEL R. E. 56155 EXP. 12/31/14 DATE OF CA COUNTY OF DEPARTMENT �Al V MOHAMMAD SIDDIQUI ENGINEER, TRAFFIC DIVISION / v MOHAMMAD QURESHI TRAFFIC DIVISION CHIEF 27+00 7".` SAN BERNARDINO OF PUBLIC WORKS RECOMMENDED BY: M L�i31i � DATE 1260 W'LY TC 1260 C/L 1260 E'LY TC 220 SAWCUT AND REMOVE EXISTING P.C.C. CURB ANDUTTER FROM EXISTING JOINT LINE TO EXISTING JOINT UNE (NO MID -SPAN CUTS O REMOVE OR RELOCATE EXISTING SIGN (PER SIGNING AND STRIPING PLAN) 5O REMOVE EXISTING TREE. 6O REMOVE EXISTING GUARD POST(S). 7O EXISTING POWER POLE (TO BE UNDERGROUND BY OTHERS). O PROPOSED STREET LIGHT (SEE STREET LIGHT PLANS). 10 CONSTRUCT 8' CURB & GUTTER PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STANDARD PLAN 115 (MATCH EXISTING CURB). 12 CONSTRUCT SIDEWALK PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STANDARD DRAWING NO. 109 TYPE "C". 13 CONSTRUCT (MODIFIED) COMMERCIAL DRIVEWAY PER SAN BERNARDINO COUNTY TRANS. DEPARTMENT STANDARD DRAWING NO. 1298, SEE DETAIL ON SHEET 1. 14 SAWCUT & REMOVE 1.00' OF EXISTING A.C. PAVEMENT FOR PROP. CONCRETE FORM WORK. AFTER FORM REMOVAL REPAVE WITH FULL DEPTH (PLUS 1' A.C. PAVEMENT. 16 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .17' (WIDTH PER PLAN). 18 REMOVE EXISTING WATER SERVICE COMPLETE. 19 EXISTING WATER UNE (PROTECT -IN-PLACE). 20 ADJUST EXISTING WATER VALVE TO GRADE. 21 ADJUST EXISTING TRAFFIC PULLBOX TO GRADE. 22 REMOVE EXISTING TRANSFORMER COMPLETE. !24 REMOVE EXISTING MAILBOX. 25 REMOVE EXISTING DRIVEWAY COMPLETE. 26 EXISTING TELEPHONE PEDESTAL TO BE REMOVED (BY OTHERS). 28 CONSTRUCT CURB OUTLET STRUCTURE PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STANDARD 210 (SIZE, TYPE & ANGLE PER PLAN). 29 EXISTING FIRE HYDRANT (PROTECT -IN-PLACE). 30 EXISTING SIGN (PROTECT -IN-PLACE PER SIGNING AND STRIPING PLAN) 31 PROPOSED STORM DRAIN AND PARKWAY CULVERT (PER SEPARATE PLAN). 32 PROPOSED SIGN LOCATION (TO BE VERIFIED PER SIGNING AND STRIPING PUN) STREET IMPROVEMENT PLAN ROAD NO. 776100 SULTANA AVENUE APN: 0232-051-11,12,26,27&36 STA. 19+00 TO 28+00 FILE NO. 081-084 SHEET 2 OF 3 5187-2 9� F