H285 - H290 - Laserfiche WebLink

Home Browse Search

_ AKE) . Si t;Ra BREM EL = 14.9' 11.E MARKER POST GAS PIPELINE TOP ANODE 3" PVC 1 FT TALL VENT STEEL 1 FT TALL 5 5.9 TOE rnywuw aur -v%. "H" 11 +00 _DD�jt 6.6'L EP EP=41.56 EL=5.48 11.? 13.1 TOE TOr 127131200' 4' LATERALLY FROM MAIN EXCAVATION 8 'H" 10+38.57d15 4 BEGIN 200 LFt AC MATCH EX FL X 4.6 X 4.8 X 5.0 x 51 I JNDAW GAS LINE PER USA ` FLAGS -�-- G X 54 G G C14 x 5.5 0 5.28 I '1T SLIDE OUT N -X-6.1 --,k-IDE OUT x 5.8 7.0 TOE, 40.6 41.8 __ A H' ' 10+38.51, 0.0' 4.0'r k uP 42.6 TOP 4 BEGIN 7.5' HMA OVER 15" AB 43.51 MATCH EX GRADE „gip 4 CONIC 43.19 ACD 42.77 42.77 FL >K 43.08 FL nj "H" 10+00 43.80 4358 1Y HOWARD ROADie (� BRIDGE OVER It 2.43, 8.55 lop SAN JOAQUIN RIVER E: 6321786.43 (a 42.96 ACr I I 1 STRUCTURE NO 29CO231 43.07 ACD 42.72 FL 1 y„ 42.96 FL GRDF a1 F CONC 39.4 42 0 - 40.3 40 u TOP _ -- 38.4 TOP 419 9 "H" 10+38.46 �16.5'R P 4 BEGIN 200 LFt AC DIKE MATCH EX FL H Dumber Radius Length Line/Chord Direction L1 2142939.81 100.00 N89' 09' 57.1 1 "E r 1 28nn nn ')nn On SRR" 47' 16 29"F CONTROL POINT TABLE POINT NUMBER NORTHING EASTING DESCRIPTION 501 2142939.81 6323360.17 FD MAG NAIL-CP01 6001 2142948.65 6323866.17 FD MAG NAIL-CP02 15000 2143126.04 6321337.68 FD 3.5" BD ON NW COR BRIDGE WX-29.5 15001 2143033.56 6322694.10 SET MAG NAIL AND SHINER 15002 2143099.00 6322076.24 SET MAG NAIL AND SHINER HORIZONTAL DATUM NORTH AMERICAN DATUM OF 1983 (NAD83), EPOCH 20'0.00 (-AT 501 ONLY), COORDINATE SYSTEM COORDINATES SHOWN HEREON ARE GROUND AND BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83).. ZONE III ('AT 501 ONLY). VERTICAL DATUM NATIONAL GEODE I IC VERTICAL DATUM OF 1929 (NGVD29). PROJECT BENCHMARK (PT #15000) BRASS CAP ON NORTHWEST CORNER OF BRIDGE WEST OF THE SAN JOAQUIN RIVER ELEVATION=43.40 FEET(NGVD29) BASIS OF BEARINGS BEARINGS SHOWN OR COMPUTED FROM DATA PROVIDED HEREON ARE BASED ON THE LINE BETWEEN PT#501 AND PT#6010, TAKEN AS BEARING NORTH 8851'34" EAST ACCORDING TO INFORMATION PROVIDED TO O'DELL ENGINEERING BY SAN JOAQUIN COUNTY. NOTES: 1. EXISTING SURVEY MONUMENTS LOCATED IN THE ROADWAY THAT IS SCHEDULED FOR RECONSTRUCTION SHALL BE PROTECTED TO THE EXTENT POSSIBLE. IF THESE SURVEY MONUMENTS CANNOT BE REASONABLY PROTECTED THE CONTRACTOR SHALL REMOVE AND RE-ESTABLISH THESE MONUMENTS. THE MONUMENTS SHALL BE RECONSTRUCTED ACCORDING TO THE SAN JOAQUIN COUNTY STANDARD DETAIL R -28A AND THE NEW MONUMENT SHALL BE SURVEYED AND TIED TO THE HORIZONTAL AND VERTICAL DATUM BY A CALIFORNIA LICENSED SURVEYOR AND A RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. Know what's b@IOW. Cali before you dui DRAWN BY KW DRAWER DRAWER 1 "H' 10+50.00 EL:42.73 25 / � _X_ 7 r7t-7�7C.7rjC7C7�71 yj B �_, 42 16.0' 4 16.0' C " 1 +00C 1 2+00 A 16.0' 5 I 39 ' A x 39.2 .6 JX 37 14 3. 2 -T 37 1-. TOP 22 200' T P o 4 T "H" 12+00.00-, DRAIN INLET "H" 11 +00.00 EL:40.40 RIM 38.97 EL:42.06 INV. 12" 34.1 'H" 11+00.02, 16.7'1q1D1P EP=41.64 *H" 11 +43.33, 0.8'R 'H" 12+08.23, 111 EP REPLACE SURVEY MONUMENT EP=39.83 278 200' "H" 11 +50.00 EL:41.23 now EDGE OF HOWARD RD EDGE OF TRAVELED WAY C/L TRAVELED WAY I I I i I ON 133HS I 63MVH(l WTION! GAS TRANSMISSION MAIN I "H' 12+33.02, (69.8'L)EL o 9 04 S?4- ' EMBANKMENT TOE X 5.0 x 5.1 a t EL=7.54 G _ ---- County GX 5.0 "H' 12+07.9fl1�1.6.7'L EP --_ G x 5.0 =39.69 G _ x 5.6 G LIMIT 4F_ TOP LAYER_ OF-GEOGRID EXTENDED _ G 4' LATERALLY FROM MAIN EXCAVATION 6.1 G TOE �� x 5.6 - "H' 12+37.73 _(t 6.3'L)F_L 6A TOE x 5.6 END 200 LFt AC DIKE 6.3 M 6.0 MATCH EX FL. = TOE 5.5 6.0 'H" 12+38.11, 0.0 -- TOE END 7.5" HMA MR 15" AB 5.a � MATCH EX GRADE TO, D AIN INLET IM 38.88 �- INV. 12" 34.53(S) 33.7 -- _ 4.0 - ----*- TOP 33.1 37.8 x 36.0 TOP 39'_41 x 35 32.8 TOP �- 32.7 29.2 38.12 ACD v 34.9 34.2 TOP TOP __ 37.91 FL 27.9 H„ 13+00 x 32.3 TOP ---.� _ r 38.27 35.49 ACD X 30-5 - 37.0 15002 X 36.9 14.7 34 9 -- TOP "H" 12+38.52, (17.3'R END 200 LFt AC DIKE MATCH EX FL 38.04 ACD 37.76 FL 36.5 34.8 - TOP 3.0' 8" 36.94 35.21 FL 35.53 35.36 ACD X 354 35 FL _ 33.1 34.3 - TOP 32.3 TOP 2. -a 4, 2. 5.0% t \I li `v 'V w' v v v Y J' v Y v v v v 0 v I� - vvvvvvvvvvvv vvvvvvvvvvvvv 1:) A,GKtk Al t gAJt FILU vR - IMPORTED ALL PAVING DETAIL: LANE AND SHOULDER REPAIR N.T.S. I DATE I PROJECT ENGINEER I DATE CHECKED BY DATE NTYOF SAN JOAQUIN 06/01/22 FGH 06/01/22 JW 0 /08/2 1 COU1 SHEET NO. SHEET NO. 0 20 50 Now SCALE IN FEET GEOTECH BORE LOCATION --/p i- 34.06 X 32.8 30.3 TOP X 31.6 29.8 J -� TOP DRAIN INLET RIM 31.52 INV. 12" 26.65(N) 32.24 TRAFFIC CONTROL NOTES: 1. CONTRACTOR SHALL ADHERE TO THE SPECIAL PROVISIONS INCLUDING THOSE NOT LISTED HERE. 2. CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN (TCP) FOR APPROVAL BY THE ENGINEER. LAYOUT OF THE K -RAIL MUST BE INDICATED AS PART OF THE TCP. 3. EXCEPT AS INDICATED ELSEWHERE, THE CONTRACTOR SHALL, AT ALL 11MES DURING THE CONSTRUCTION PERIOD, ENSURE THAT ONE PAVED TRAFFIC LANE, NOT LESS THAN 13 FEET IN WIDTH, IS OPEN FOR TRAFFIC AND EMERGENCY VEHICLES CAN PASS WITHOUT OBSTRUCTIONS. 4. ONCE THE ROADWAY EMBANKMENT HAS BEEN RECONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE ENGINEER, HOWARD ROAD MAY BE CLOSED UP TO AND NO MORE THAN TWO (2) CONSECUTIVE DAYS TO COMPLETE THE DESCRIBED ROADWAY RECONSTRUCTION. THE SCHEDULE OF ROAD CLOSURE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO THE PROPOSED ROAD CLOSURE DATE. ROAD CLOSURES WILL NOT BE ALLOWED ON FRIDAYS, WEEKENDS, OR HOLIDAYS UNLESS THE CONTRACTOR ACQUIRES WRITTEN APPROVAL FROM THE ENGINEER. 5. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL SIGNS, BARRIERS, BARRICADES, STEEL PLATES, AUTOMATED FLAGGERS, TEMPORARY PAVEMENT DELINEATIONS, AND OTHER TRAFFIC CONTROL DEVICES. RECORD DRAWING Corrections By III Charge 0 Oat* Any Person Using Is Drawing Sh All Infonnedon By Inspecting The Sit* Of V*wk 0of ESS i -NW G RA N0. C 64725 * EXP. 06/30/23 CIVIL �P 4Tf OF CAIN Franz Haidinger RCE 64725 rr's ai■ N C E 8795 Folsom Blvd Suite 250 Sacramento. Ca 95826 (916) 388-5655 ` Fax (916) 388-5676 HOWARD ROAD EROSION CONTROL PROJECT SLOPE REPAIR PLAN Howard Road East of the San Joaquin River SHEET TOTAL SHEETS 4 6