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HomeMy WebLinkAbout5187-31260 W'LY TC 1260 C/L 1260 E'LY TC CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT 5 91'23'02" 20.00' 31.90' 20.49' © 88'50'06" 20.00' 31.01' 1 19.60' © 11'28'42' 50.00' 10.02' 5.03' ® 11'28'42' 50.00' 10.02' 5.03' ® 40'30'38' 50.00' 35.35' 18.45' © 40'32'32' 50.00' 35.38' 18.47' ®7 4932'09' 50.00' 35.37' 18.46' ® 40'32'09' 50.00' 35.37' 18.46' N I � I W W I EXIST. GROUND $ n + N W AT R/W + C U M v I OI 8 EXIST. E.P. W'LY \_ O 81 EXIST. TOP OF CURB ± 9 00 " 22 W LY O DOST. GROUND N W / ao AT R/W W+ O - (A 00 W JAIS N EXIST. F.S. 0 q 11/, _ Ug^ C) _ lNi O N / O O M v/ Q` O+f N / EXIST. F.S. 0 _ — 5 _ I IEXIST. TOP OF CURB �— I I EXIST. GROUND 22 ELY AT R/W ITOP OF CURB ciN �' p8p00 22 ELY +$ / I DO ON N� / EXIST. GROUND +,'n' rnN / AT R/W ca0v `r " 1.55% I _ IXIST. URB I 22' ELY 28+00 29+00 30+00 31+00 I Y 25 32 W W I > z > > N N_ OR L a� Ny +W Y and coof r I +U +N +� N3a N3 N3 WN 2 NU NU � W OZ HX H X W I t o EXIST. IOLEXIST.R W N R/W — VJ N 16 W O �k00 29 16 3 +00 31++00 W I 14 19 -o VJ 01 2 2 `Y IXIST. EXIST. __ _ ZQ RW s 12 --10 f R `� I ¢i N in z JIULr �V, rI LLNIn1 UYRdZ N<�NdNO4dJ3aXJ ��aNYX INWW3� QW O m + >M— mOJ 6ppp yi d 00>. d +CN +� :J -mM+Mq Cy Ma m M3O M zd d"��Z < CL X GX a� x we I WW 32 7 3 20 29 7 9 30 7 ISTA 31 +94.7 II I 32 PROP NO PRKG SIG Underground Service Alert I BENCHMARK S4N BERNARD/NO F.B. 4015 PAGE 982 0 20 40 80 120 SCALE:1 "=40' Call: TOLL FREE 7-15 (00510) ELEVATION: 1286.018' DESCRIBED AS FOLLOWS: FD. GOOD COND. 0 S.P.R.R. & FOOTHILL BLVD. 1-800-227-2600 PER QUAD 341172. TWO WORKING DAYS BEFORE YOU DIG I ELEVATION = 1286.018' (NGVD 29) 31.01' Do m r PROP. F.S. 0 PVI ELEV:1270.07 32+00 PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 33+00 UQ " NU �Qw VI I� SULTANA PREPARED BY: Thiene$ CIVIL ENGINE 44 FIRES LA DA %0FL7j14J49 PI�.'1714)5. —4 ARD Nl->Z L Engineering, Inc. EKING " LAND SURVEYING TONE BOULEVARD FORNl4 90638 11 FAX(714)521-4173 /0_zz_(¢ EXP. 12/31/14 DATE �tOFESS/O�ye * R.C.E. NO. 56155 r S Exp. 12-31-14 Q 9TF 01 V 1 OF CA��F �d3 fsm 34+00 35+00 36+00 I \ \ 1264.37 - - -- - - - O FSEP19 J 15 1 �o d Q �1264.74TC - - 4 1264.07 FL 1 1 � 0; U N � O Q W J + O +o N� M W M M V M Z M r M 4.. Q\ .( R 31 . m� mN N " n N + SULTANA PREPARED BY: Thiene$ CIVIL ENGINE 44 FIRES LA DA %0FL7j14J49 PI�.'1714)5. —4 ARD Nl->Z L Engineering, Inc. EKING " LAND SURVEYING TONE BOULEVARD FORNl4 90638 11 FAX(714)521-4173 /0_zz_(¢ EXP. 12/31/14 DATE �tOFESS/O�ye * R.C.E. NO. 56155 r S Exp. 12-31-14 Q 9TF 01 V 1 OF CA��F �d3 fsm 34+00 35+00 36+00 I \ \ 1264.37 - - -- - - - FSEP19 4 15 1 �1264.74TC - - 4 1264.07 FL 1 1 0; U N � O Q W J w W- 12 M W M _ IT. Cq VRLo 4.. Q\ .( R 31 . m� mN N " n N + \ O [ i m U ^ m M Q N +6 Mtn O- O W- QO W+ J 1 pmjlNM �N�My$M��� Md. Q -d d +0 M .0- N M3W MO +Xr M� I C3 NZ M WN [ M3 tW¢iIQO Q ¢NN + MWM3d MO Md 2 25 3 13 7 5 3 SULTANA PREPARED BY: Thiene$ CIVIL ENGINE 44 FIRES LA DA %0FL7j14J49 PI�.'1714)5. —4 ARD Nl->Z L Engineering, Inc. EKING " LAND SURVEYING TONE BOULEVARD FORNl4 90638 11 FAX(714)521-4173 /0_zz_(¢ EXP. 12/31/14 DATE �tOFESS/O�ye * R.C.E. NO. 56155 r S Exp. 12-31-14 Q 9TF 01 V 1 OF CA��F �d3 fsm 34+00 35+00 36+00 I \ \ 5 4 4 O] 0; U N � O Q W J w W- 12 M W M ���+m 31 2 °° �R +� + MOS t'np �N�My$M��� �U' + ' MOm m �U'o- ¢�a�<W +d M3 tW¢iIQO Q ¢NN + MWM3d MO Md Qd Wlnd 5 5 8 7 0 5 STA. 34+73.18 N AVENUE REVISIONS AND OUTLET STRUCTURE (SHOWN) PER SEPARATE PLAN o�z 35 37+00 I� II FOOTHILL BLVD DATE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY: MOHAMMAD SIDDIQUI DATE ENGINEER, TRAFFIC DIVISION MOHAMMAD QURESHI A cArAEH BASTADATE TRAFFIC DIVISION CHIEF "AND DEVELOPMENT OANAGER 1270 W'LY TC 1270 C/L 1270 E' LY TC NOTES O SAW—CUT AND REMOVE EXISTING AC PAVEMENT. 2DSAWCUT AND REMOVE EXISTING P.C.C. CURB ANDUTTER FROM EXISTING JOINT LINE TO EXISTING JOINT LINE (NO MID—SPAN CUTS O REMOVE OR RELOCATE EXISTING SIGN (PER SIGNING AND STRIPING PLAN) O REMOVE EXISTING CHAIN LINK FENCE. O REMOVE EXISTING TREE. O EXISTING POWER POLE (TO BE UNDERGROUND BY OTHERS). SO EXISTING GUY ANCHOR FOR POWER POLE (TO BE REMOVED BY OTHERS). O PROPOSED STREET LIGHT (SEE STREET LIGHT PLANS). 10 CONSTRUCT 8" CURB & GUTTER PER SAN BERNARDINO COUNTY ROAD DEPARTMENT 0 STANDARD PLAN 115 (MATCH EXISTING CURB). 11 REMOVE EXISTING A.C. BERM. 12 CONSTRUCT SIDEWALK PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT 0 STANDARD DRAWING NO. 109 TYPE "C". 13 CONSTRUCT (MODIFIED) COMMERCIAL DRIVEWAY PER SAN BERNARDINO COUNTY TRANS. DEPARTMENT STANDARD DRAWING N0. 129B, 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. 15 CONSTRUCT _" AC OVER _" BASE PAVEMENT SECTION (SEE GENERAL NOTE NO. 8.) 16 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .17' (WIDTH PER PLAN). 17 CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY ROAD DEPARTMENT STANDARD PLAN 117. 19 EXISTING WATER LINE (PROTECT—IN—PLACE). 20 ADJUST EXISTING WATER VALVE TO GRADE. 23 REMOVE EXISTING TRAFFIC PADDLE. 25 REMOVE EXISTING DRIVEWAY COMPLETE. 27 ADJUST MANHOLE TO GRADE. 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 PLAN) STREET IMPROVEMENT PLAN ROAD NO. 776100 SULTANA AVENUE FILE NO. APN: 0232-051-11,12,26,27&36 081-084 STA. 28+00 TO 36+35 SHEET 3 OF 3 5187-3 I