WORK PLANS - Laserfiche WebLink

Home Browse Search

THIS PLAN MUST NOT BE MODIFIED WITHOUT THE APPROVAL OF BNSF SYSTEM ENGINEERING UTILITY KEY NOTES: 1 INSTALL 8" DUCTILE IRON FIRE WATER MAIN. 0Np C q 2 ' INSTALL 8"x8" MJ TEE. / INSTALL 8 MJ GATE VALVE W/BOX. O INSTALL 8"x6" MJ TEE. 05 INSTALL FIRE HYDRANT ASSEMBLY. SEE SHEET DT609. 06 INSTALL 8"x8" MJ CROSS. EXISTING STRIP TRACK 303 �j�/ /O O INSTALL 8" MJ CAP. / EXISTING STRIP TRACK 304 ® INSTALL 6" DUCTILE IRON FIRE WATER MAIN. / / 2 EXISTING 48" CONCRETE n 4/0 DRAINAGE PIPES INSTALL 8 45 BENDS TO CONNECT TO EXISTING WATER 9 0 � MAIN. SEE DTL. 7/DT608. 10 CUT&TIE TO EXISTING FIRE WATER MAIN. O�O TO C COORDINATE SHUT-DOWN OF THE EXISTING MAIN WITH / 13.6' of 48" RCP @ 1.0% FACILITY PERSONNEL. EXISTING STRIP TRACK 305 WITH 7.50 BEND / Cq EXISTING STRIP TRACK 306 - MH 96" DIA. (CBMH 107) 1 STORM SEWER KEY NOTES: I.E. 51.16' E 8." RCP I.E. 41.34'W(48" RCP) ��j/ C CONNECT TO EXISTING STORM SEWER. CONTRACTOR TO EXISTINGACC VERIFY EXISTING INVERT AT STUB LOCATION. NOTIFY ESS RD / PROPOSED ASPHALT ENGINEER OF ANY DISCREPANCIES BETWEEN PLAN AND / STORM SEWER 48"48 EXTENSION "A", / PAVEMENT LIMIT ACTUAL FIELD CONDITIONS. SEE SHEET C133 FOR PROFILE / PROPOSED ASPHALT PAVEMENT EXISTING 48" (TYP) - 902'of48"RCP a / CONCRETE PIPES C INTERMEDIATE CONNECTION. SEE DTL. 2/DT606. -_ PIPE SLOPE FROM CB TO CONNECTION AS REQUIRED 904� -- - -_- @ 1.p� 1 / I.E. 51.30' FOR FITTINGS IN FIELD. 18' of 12" HDPE of48 RCP @ 1.0% ---- ---- PROPOSED CATCH BASIN. SEE DTL. 3/DT605. -- ---------- 12.6' of 48" RCP @ 1.0% RIM: . O STORM SEWER 48" EXTENSION "B", MH 96" DIA. (CBMH 108) I.E. 514242' 12" HDPE � OD TERMINAL CONNECTION. SEE DTL. 1/DT606 = 200' SEE SHEET C133 FOR PROFILE p - 18' of 12" HDPE @ 0.5% RIM: 56.74� •.0 -- O CB (CB 105) I.E. 51.17 N (48 RCP) EXISTING pi,CCESS RD OE PROPOSED CURB AND GUTTER CATCH BASIN. ,i - - _ RIM: 56.15' I.E. 41.45 W(48 RCP) - - SEE DTL. 6/DT605 Az ��G/ / _ ' -- 200' _I.E. 51.65' 12" HDPE - EXISTING GATE ---------- F PROPOSED MANHOLE. SEE DTL. 6&7/DT606. �T CID \ -- OD -- 18' of 12" HDPE @ 0.5% PROPOSED 4' CONCRETE �_ M „ ,� © CB (CB 106) 44/ STORM SEWER LINE E , VALLEY GUTTER RIM: 56.35 EXISTING - PROPOSED CATCH BASIN - NG ACCESS = I SEE SHEET C136 FOR PROFILE _ 200' - I.E. 51.85' 12" HDPE TYPE 1 (TYP) RD of / 18 of 12 HDPE 18' of 12" HDPE SEE SHEET DT605 FOR DETAILS. OH o D �' -� N i � O;; „ „ o I © @ 0.5% CB (CB 107) PROPOSED K-RAIL WITH FENCE M _ - RIM. 56.55 OVER ASPHALT FILL _ STORM SEWER LINE F -o B ( B 112) w ----------------- _a o --- 20p, _ I.E. 52.05' 12" HDPE RIM: 54.58 0 200- C PROPOSED 4 O -�,-- � a PROPOSED CONCRETE CURB CONCRETE STORM SEWER LINE G VALLEY GUTTER STORM SEWER MAIN, _ " _ cl) - I - AND GUTTER WITH ASPHALT / I.E. 49.41' S (18") B SEE SHEET C134 FOR PROFILE o j o 0 o j 17008' FILL @ i - - @ ° .56 - _ @ o 0 14 of 12 HDPE @ 0.5% = 14' of 12" HDPE @ 0.5% - 190 STORM SEWER LINE H 43 of 18 HDPE 1.0% 14 of 12 HDPE 0.5/o- -- 14 of 12 HDPE 0.5% o �' 200.2' of 36" I � � EXISTING FENCE 172.4' of 12" o F E ' 197.6' of36" HDPE@0.5% F E / 197.6' of24" HDPE@0.5% i O E 197.6' Of18" HDPE@0.5% O Ei @ ° O HDPE @ 0.5/o HDPE 0.5/o -- - - 15' of 12" HDPE @ 0.5% - EXISTING FENCE O leaOE CB (CB 123) CB (CB 124) CB (CB 125) CB (CB 126) CB (CB 127) / RIM:49.46' 12" HDPE 53.96' RIM: 54.53' RIM: 55.10' RIM: 55.67' RIM: 56.17' EXISTING FENCE I.E. I.E. 50.03' 12" HDPE I.E. 50.60' 12" HDPE I.E. 51.17' 12" HDPE I.E. 51.67' 12" HDPE , MH 72" / MH 72" DIA. (CBMH 110) MH 72" DIA. (CBMH 111) MH 72" DIA. (CBMH 112) MH 48" DIA. (CBMH 113) RIM: 54.04'DIA. (CBMH 109) RIM: 54.62' RIM: 55.19' RIM: 55.76' RIM: 56.26' R I.E. 50.87' N (12" HDPE) I.E. 51.25' N (12" HDPE) I.E. 51.65' N (12" HDPE) I.E. 51.59' S (12" HDPE) / I.E. 48.98' N (18" HDPE) I.E. 49.96' S (12" HDPE) I.E. 50.53 S (12" HDPE) I.E. 51.10' S (12" HDPE) I.E. 50.56' W(12" HDPE) I.E. 49.39' S (12" HDPE) I.E. 46.77' E (24" HDPE) I.E. 48.22' E (18" HDPE) I.E. 49.70' E (12" HDPE) r I.E. 44.76' E&W(36" HDPE) I.E. 45.74'W(36" HDPE) I.E. 47.72' W(24" HDPE) I.E. 49.20' W(18" HDPE) PROPOSED BOLLARD, (TYP) U SEE DTL. 3/DT612. / PROPOSED CONCRETE CURB ELEC. EQUIP. PROTECTION ALL PIPES AT 0.5% GRADE FOR PROPOSED MANHOLE AND GUTTER WITH ASPHALT PROPOSED ASPHALT PAVEMENT ( ) THE MAINLINES, UNLESS NOTED (TYP) FILL (TYP) PROPOSED MUSCO HIGH OTHERWISE. MAST LIGHT TOWER, TYP. - PROPOSED K-RAIL WITH FENCE SEE ELECTRICAL PLANS. FROM THE CB TO JUNCTION B, OVER ASPHALT FILL FIELD FIT. SEE NOTE Og U / Q) co N O / LEGEND EXISTING FENCE 0 4' CONCRETE VALLEY GUTTER CONCRETE CURB AND GUTTER o WITH ASPHALT FILL L PROPOSED K-RAIL j PROPOSED K-RAIL WITH FENCE 00 ® CATCH BASIN TYPE 1 0 0 50 100 Ln m CURB AND GUTTER CATCH BASIN � 'e MANHOLE SCALE IN FEET H: 1" = 50' cn m DRAFT - NOT FOR CONSTRUCTION ��1-1 DES: KCL DRW: DAD CHK: KCL BNSF RAILWAY COMPANY INTERMODAL FACILITY EXPANSION COMM. NO. �� Y 685 East Carnegie Drive �Lnw Suite DATE: 1/31/23 AFENO.: MARIPOSA INTERMODAL FACILITY CHASSIS PARKING LOT 18525.000 < San Bernardino, CA 92408 DRAWING NO. ~ w w 1 1 2 KCL ISSUED FORBID BID T t da.com010 VERIFY SCALES BAR NOT ONE INCH ON THIS DRAWING WING RAIL WAY STOCKTON SUBDIVISION STORM SEWER AND UTILITY PLAN o � � 0 /3 / 3 c ssu o TKDA NO. DATE BY DESCRIPTION OF REVISIONS 0 11 ADJUST SCALES ACCORDINGLY STOCKTON CALIFORNIA SHEET 2 OF 2 Cl 32