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THIS PLAN MUST NOT BE MODIFIED WITHOUT THE APPROVAL OF BNSF SYSTEM ENGINEERING UTILITY KEY NOTES: a 01 INSTALL 8" DUCTILE IRON FIRE WATER MAIN , EXISTING GATE 02 INSTALL 8"x8" MJ TEE 03 INSTALL 8 MJ GATE VALVE W/BOX p \ 04 INSTALL 8"x6" MJ TEE 'Ap ° EXISTING STRIP TRACK 303 EXISTING STRIP TRACK 304 05 INSTALL FIRE HYDRANT ASSEMBLY. SEE SHEET DT609 © INSTALL 8"x8" MJ CROSS c9c� F 07 INSTALL 8" MJ CAP s�',pp EXISTING STRIP TRACK 305 ® INSTALL 6" DUCTILE IRON FIRE WATER MAIN EXISTING RETENTION POND EXISTING FENCE EXISTING STRIP TRACK 306 09 INSTALL 8"45^ BENDS TO CONNECT TO EXISTING WATER MAIN. SEE DTL. 7/DT608 ti0 1 CUT&TIE TO EXISTING FIRE WATER MAIN. COORDINATE SHUT-DOWN OF THE EXISTING MAIN WITH FACILITY PERSONNEL. C' 133.2'of 48 RCP o EXISTING GATE (2) 48" RCP -- -----__@ 1.0% 8 EXISTING FENCE - I.E. 30.00' --------_---_--.-.- �9 9 STORM SEWER KEY NOTES: © 130.8'of 48"RCP ° -�t \ of MH 96" DIA. (CBMH - 100) A CONNECT TO EXISTING STORM SEWER. CONTRACTOR TO ov, 7 / , O VERIFY EXISTING INVERT AT STUB LOCATION. NOTIFY 70 Q�,, �\ O� O RIM: 54.91 'QC,o I.E. 32.32 E&W(48 RCP) CB (CB 100) ENGINEER OF ANY DISCREPANCIES BETWEEN PLAN AND CBMH"96 DIA. RIM: 54.68' MH - 101 ACTUAL FIELD CONDITIONS. ( ) I.E. 50.18' 12" HDPE E \ F RIM: 54.86' OB INTERMEDIATE CONNECTION. SEE DTL. 2/DT606. PROPOSED MUSCO HIGH ------ 17' of 12" HDPE @ 1.5% I.E. 32.41' E&W(48" RCP) PROPOSED ASPHALT PIPE SLOPE FROM CB TO CONNECTION AS REQUIRED MAST LIGHT TOWER (TYP) D �\ PAVEMENT LIMIT FOR FITTINGS IN FIELD. SEE ELECTRICAL PLANS. CB (CB 108) 18' of 12" HDPE @ 1.5% PROPOSED K-RAIL WITH FENCE �� '�' \ �• CB (CB 101) © PROPOSED CATCH BASIN. SEE DTL. 3/DT605. OVER ASPHALT FILL RIM: 53.27' Q�@� �07 ��\ RIM: 55.00' I.E. 48.77' 12" HDPE I.E. 50.50' 12" HDPE OD TERMINAL CONNECTION. SEE DTL. 1/DT606. MH 72" DIA. CBMH 102 PROPOSED CONCRETE CURB E �'�0' \ ( ) AND GUTTER WITH ASPHALT �Oo OD \�� STORM SEWER 48" EXTENSION "A", PROPOSED CONCRETE PAD AND RIM: 50.62 FILL 20 of 12 HDPE - 6 BOLLARDS FOR ELECTRICAL OE PROPOSED CURB AND GUTTER CATCH BASIN. I.E. 45.87'W(12" HDPE) " I.E. 47.83' N (12") \\� SEE SHEET C133 FOR PROFILE j EQUIPMENT, SEE ELECTRICAL PLANS. SEE DTL. 6/DT605 * C �• \ 48" EXTENSION "B",II E. 43.810' NE SW(24" HDPE) I.E. 47.33 S (18 ) O \ \ SEE SHEETSTORM WC133 FOR PROFILE B \° ' PROPOSED ASPHALT PAVEMENT OF PROPOSED MANHOLE. SEE DTL. 6&7/DT606. ( ) /, �B I.E. 48.23 N (12 ) �``' \ \ (TYP) I.E. 40.70E (36 HDPE) i 47.73 S (18 ) �; \�� PROPOSED BOLLARD, (TYP) I.E. 30.77'W(36" HDPE) i �, © INSTALL CULVERT DISCHARGE PROTECTION. CB (CB 113) i I.E.� Q ;�� \��• ®o� � SEE DTL. 3/DT612. SEE DTL. 7/DT605 36 HDPE RIM; 51.86 ,./�Q� 14/ \ \\ (ELEC. EQUIP. PROTECTION) I.E. 30.00 I.E. 47.36 12 HDPE ��` 66 'v 17 of 12 HDPE " \�� H of 12 °® a © ,/�`� °\° STORM SEWER •9 , � m O HDPE ® °O E '� LINE "A" `� CB (CB 109) O \ \ SEE SHEET C135 �� RIM: 53.67' \ \�\\@ 1.5% \\ 20' of 12" HDPE i FOR PROFILE B I.E. 49.17' 12" HDPE \ CB (CB102) Xp I.E. 45.24 N ( 4 ) PROPOSED CATCH BASIN RIM: 55.40' STORM SEWER MAIN o� I.E. 44.74 S (24 ) „ „ _- � �y/ S�, / STORM SEWER LINE "B", TYPE 1 (TYP) D �•�\� I.E. 50.90' 12" HDPE /'Gy SEE SHEET C134 FOR PROFILE ,� B SEE SHEET C135 FOR PROFILE C SEE SHEET DT605 FOR DETAILS. °\ O PROPOSED 4' CONCRETE I.E. 45.70 N (18 ) h �C� 17' of 12" HDPE @ 0.5% 0 0 �OQ I.E. 45.20 S (24 ) ��j \ VALLEY GUTTER (TYP) I.E. 48.64 N (12 ) CB (CB 116) ° o��D 20 OQ I.E. 48.14' S 18" RIM: 50.46 / ,70,0 I.E. 45.96' 12" HDPE E PROPOSED OF MANHOLE 17' of12" HDPE � �'`�' � �. �. 18' of12" HDPE@1.0% (TYP) MH 72" DIA. (CBMH 103) ° �00 \\\\ CB CB 103) O ASS g /� CB (CB 114) �,,"�/ *000000 RIM: 50.86 RIM: 52.34' �� 17 of 12 HDPE �. I.E. 46.1 VS (12" HDPE) CB CB 110) \ RIM: 1.18' O I.E. 45.13' SW(12" HDPE) I.E. 47.84 12 HDPE B ( \ I.E. 51.18 12 HDPE RIM: 54.06 �, �, / I.E. 41.39' E&W(36" HDPE) '`�/ I.E. STORM SEWER LINE "C", I.E. 49.56' 12" HDPE 16' of 12" HDPE 1.5% / '' 76Q \ \0��`° lq SEE SHEET C135 FOR PROFILE / © STORM SEWER LINE "D", @ �`L \ . 12 of 12 HDPE O/ E '� h��" \OF @ 0.5% tip/ o I.E. 46.12' N (18") �h\/./ SEE SHEET C136 FOR PROFILE C EXISTING FENCE \ \, 5 , j 14 of 12 HDPE @ 0.5/0 \ I.E. 45.62 S (24 ) O i� \ yDp9 of36" �°� CB CB 120) ��j \ I.E. 49.67' N (12") o PROPOSED 4' CONCRETE \ F@OS/ F .O RIM:: 51.18' 200 �OQ/ I.E. 49.17' S (18") \ �� LEGEND CB (CB 117) VALLEY GUTTER (TYP) C �� I.E. 46.68' 12" HDPE Q�'; EXISTING FENCE EXISTING FENCE RIM: 51.98' ,�q, 43 30' of 24" HDPE @ 1.5% h/ 17' of 12" HDPE �00 \ '�� 00 / 4' CONCRETE VALLEY GUTTER I.E. 47.48 12 HDPE �� ^�/ ��Q�' \��•2p66'Of36„ B j CB (CB 115) v CONCRETE CU TRB AND GUTTER WITH�ti , NQp RIM: 52.72 17 of 12 HDPEFILL STORM SEWER LINE "1" po ��-F@0.5% I.E. 48.22' 12" HDPE B CB (CB 111) PROPOSED K-RAIL RIM: 54.35 O 14' of 12" HDPE @ 1.5% CB (CB 119) E �Oo 0 j © \ MH 72" DIA. (CBMH - 106) I.E. 49.85' 12" HDPE / PROPOSED K-RAIL WITH FENCE O, RIM: 50.68' RIM: 53.32' o\° \ / ® CATCH BASIN TYPE 1 CB (CB 118) O I.E. 46.18' 12" HDPE I.E. 48.67' S (12" HDPE) © CURB AND GUTTER CATCH BASIN �� I.E. 48.24' N (18" HDPE) tv �, '\N RIM: 52.15' MH 72" DIA. (CBMH 104' PROPOSED MUSCO HIGH \� I.E. 43.76' E&W(36" HDPE) / G� ��' v� MANHOLE N I.E. 47.65 12 HDPE j, RIM: 51.24 \ 0 246 ,Of I.E. 46.61 S (12 HDPE) MAST LIGHT TOWER (TYP) �� 6 of „hOp � E `�- I.E. 43.65' N (24" HDPE) SEE ELECTRICAL PLANS. �/ I.E. 41.69' E&W(36" HDPE) MH 72" DIA. (CBMH - 105) E F@OS% \O �"�j 14' of 12" HDPE @ 0.5% / 000000 5 0 V PROPOSED K-RAIL WITH FENCE RIM: 52.28' 14 of 12 �-, � 2002, o OVER ASPHALT FILL I.E. 47.63' S (12" HDPE) HDPE @ h'OpF of36„ / ALL PIPES AT 0.5% GRADE FOR I.E. 45.17' N (24" HDPE) 0.5/0 @ps° PROPOSED CONCRETE CURB THE MAINLINES, UNLESS NOTED I.E. 42.73' E&W(36" HDPE) CB (CB 121) EXISTING FENCE AND GUTTER WITH ASPHALT OTHERWISE. FILL RIM: 52.20' \� EXISTING FENCE FROM THE CB TO JUNCTION B, I.E. 47.70' 12" HDPE CB CB 122 E 1-11 o FIELD FIT. SEE NOTE Og PROPOSED K-RAIL WITH FENCE ( ) o OVER ASPHALT FILL RIM: 53.24' / 0 50 100 I.E. 48.74' 12" HDPE Ln PROPOSED CONCRETE CURB 00 AND GUTTER WITH ASPHALT / SCALE IN FEET H: 1" = 50' FILL m DRAFT - NOT FOR CONSTRUCTION 0 NN/ DES: KCL DRW: DAD CHK: KCL BNSF RAILWAY COMPANY INTERMODAL FACILITY EXPANSION COMM. NO. Y 685 East Carnegie Drive �� w Suite DATE: 1/31/23 AFENO.: AF MARIPOSA INTERMODAL FACILITY CHASSIS PARKING LOT 18525.000 < San Bernardino, CA 92408 DRAWING NO. ~ w w 1 1 2 KCL ISSUED FORBID BID kda.com010 VERIFY SCALES BAR NOT ONE INCH ON THIS S DRAWINGIGINAL WING -'?A AZ !/YAY STOCKTON SUBDIVISION STORM SEWER AND UTILITY PLAN o _j 0 /3 / 3 c SSu o TKDA NO. DATE BY DESCRIPTION OF REVISIONS 0 11 ADJUST SCALES ACCORDINGLY STOCKTON CALIFORNIA SHEET 1 OF 2 Cl 31