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<br /> EQUIPMENT SCHEDULE - FUEL SYSTEM
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<br /> DT-1 40,000 GALLON DIESEL TANK BUS PARKINSOLUTIONS
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<br /> DT-2 40,000 GALLON DIESEL TANK BUS PARKING '" d - 14 ( AND ACKNOWLEDGEMENT o .'
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<br /> ( ' 1653 W.ESegundo Blvd Los rQu les,CA 90249n
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<br /> DEPARTMENT CORRECTIONS
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<br /> OVERALL SITE PLAN - FUEL SYSTEM
<br /> CONSTRUCTION KEYNOTES SAN JOAQUIN RTD
<br /> O1 PLACE 22 LFx 18"PVC SDR 35 DRAIN@S=0.01 PLACE 48 LFx 21"TYPE PS 46 PVC DRAIN@ 17 PLACE 148 LFx 12"PVC SDR 35 DRAIN @S=0.005 228 CONST 48"DMH PER CITY STD DETAIL DWG#55 O CONSTRUCT 3'X 3'DRAIN INLET PER DET 4 SHEET O CONSTRUCT CONCRETE FLARED END SECTION d2& PLACE 30 LFX 8"PVC SDR 35 DRAIN @S=0.02 4b PLACE 60 LFX 12"PVC SDR 35 DRAIN @ S=O.005
<br /> O S=0.0035 O O SHEET C-21.RIM=21.72±; INV=16.94 12"THRU 27 C-15(JENSEN PRECAST,BROOKS PRODUCT OR 34 PER DETAIL 5 SHEET C-15: FL=1966 O CONSTRUCT GRASSY SWALE WITH 6"THICK SAN J OAQ U I N RTD REGIONAL
<br /> C�2 CONSTRUCT CONCRETE FLARED END SECTION CONSTRUCT 2'X 2'DRAIN INLET(JENSEN APPROVED EQUAL) GR=19.75; INV=15,75 12" 42b INSTALL 8'COTG 49 CONSTRUCT CONCRETE FLARED-UP SECTION 57 SANDY LOAM SOIL ALONG THE BOTTOM WIDTH TRANSIT CENTER
<br /> PER DIETS SHEET C-15; FL=15.80 10 CONSTRUCT TX T DRAIN INLET PER DET 4 SHEET 19 PRECAST,BROOKS PRODUCT OR APPROVED 22D PLACE 112 LF x 12"PVC SDR 35 DRAIN @ S=0.0052 THRU i5 CONSTRUCT 2'X 2'DRAIN INLET(JENSEN O INV=16.28 B" O PER DET 5 SHEET C-15; FL=17.10 OF SWALE;REFER TO LANDSCAPE DRAWINGS
<br /> C-15(JENSEN PRECAST,BROOKS PRODUCT OR EQUAL) GR=20.70; INV=16.77 8"IN; PRECAST,BROOKS PRODUCT OR APPROVED FOR APPROPRIATE PLANTING MIX.
<br /> O3 CONSTRUCT CONCRETE FLARED END SECTION APPROVED EQUAL) GR=19.85; INV=15.05 72"IN INV=1644 12"OUT 22C CONST 48"DMH PER CITY STD DETAIL DWG#55 28 PLACE 48 LF x 12"PVC SDR 35 DRAIN @ S=0.01 EQUAL) GR=19,30; INV=16.67 12"OUT 42c PLACE 280 LFx 8"PVC SDR 35 DRAIN @ S=0.014 SO CONSTRUCT TX 2'DRAIN INLET(JENSEN
<br /> PER DET 5 SHEET C-15; FL=16.25 INV=12.26 21"THRU SHEET C-21. RIM=21.38±; INV=16.35 12"THRU PRECAST,BROOKS PRODUCT OR APPROVED CONSTRUCT DETENTION BASIN;REFER TO
<br /> tdR PLACE 146 LF x 8"PVC SDR 35 DRAIN @ S=0.005 29 PUMP STATION#2 38 PLACE 73 LF X 12"PVC SDR 35 DRAIN @ S=0.0053 Qd PLACE 20 LF x 15"PVC SDR 35 DRAIN @ S=0.01 EQUAL) GR=16,85; INV=14.80 12"OUT 52 LANDSCAPE DRAWINGS FOR APPROPRIATE
<br /> O PLACE 70 LF x 12"PVC SDR 35 DRAIN @ 5=0.005 11 PLACE 252 LF x 21"TYPE PS 46 PVC DRAIN @ 2Pd PLACE 118 LF x 12'PVC SDR 35 DRAIN @ S=0.0052 O RIM=21.61±; 12'INV=15.60 PLANTING MIX.
<br /> 5=0.0035 O INSTALL 12"DRAIN BASIN BY NYLOPLAST OR CONSTRUCT STORM DRAIN LIFT STATION PER O CONSTRUCT CONCRETE FLARED END SECTION 44 PUMP STATION#1 51 PLACE 38 LFx 12"PVC SDR 35 DRAIN @ S=0.01
<br /> OCONSTRUCT 2'x 2'DRAIN INLET(JENSEN 98b APPROVED EQUAL;GR=21.02; INV=17.18 8"IN CONST 48"DMH PER CITY STD DETAIL DWG#55 JENSEN PRECAST DRAWINGS&DETAILS 2A&2B 37 PER DETAIL 5 SHEET C-15; FL=1628 d4 RIM=20.82±; 15" INV-14.04 O FUEL SYSTEM -
<br /> PRECAST,BROOKS PRODUCT OR APPROVED 9.2 CONSTRUCT Y X T DRAIN INLET PER DET 4 SHEET 228 SHEET C-21. RIM=21.06±; INV=15.74 12'THRU SHOWN ON SHEET C-16;THE ENCLOSURE,PUMP, CONSTRUCT STORM DRAIN LIFT STATION PER 52 CONSTRUCT X WIDE CONCRETE VALLEY GUTTER OVERALL SITE PLAN
<br /> EQUAL) GR=18.17; INV=18.60 12"OUT O C-15(JENSEN PRECAST,BROOKS PRODUCT OR O INSTALL 12"DRAIN BASIN BY NYLOPLAST OR FORCE MAIN,MANIFOLD AND OUTLET dd CONSTRUCT TX T DRAIN INLET PER DET 4 SHEET JENSEN PRECAST DRAWINGS&DETAILS 1A&1B PER DETAIL 2 SHEET C-15
<br /> APPROVED EQUAL) ST,BROOKS
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<br /> 12"IN; Ido APPROVED EQUAL;GR=21.02; INV=17.50 8"IN 22f PLACE 7 LF x 12"PVC SDR 35 DRAIN @ S=0.02 STRUCTURE TO THE GRASSY SWALE SHALL C-15(JENSEN PRECAST,BROOKS PRODUCT OR SHOWN ON SHEET C-16;THE ENCLOSURE,PUMP, NOTES:
<br /> OG) CONSTRUCT BUBBLE-UP BOX; FL=18.60;SEE INV=13.4018"IN; INV=13.15 21"OUT CONFORM TO THE JENSEN PRECAST DRAWINGS, APPROVED EQUAL) GR=20.53; INV=16.53 12"OUT FORCE MAIN,MANIFOLD AND OUTLET IS INSTALL 12"TRENCH DRAIN PER 1. ALL WORKS WITHIN THE RIGHT-OF-WAY
<br /> DETAIL 3C ON SHEET C-17 PLACE 402 LF X 18"TYPE PS 46 PVC DRAIN @ CONSTRUCT Tx 2'DRAIN INLET(JENSEN STRUCTURE TO THE GRASSY SWALE SHALL MANUFACTURER'S SPECIFICATIONS I (ROW),SEE OFF-SITE IMPROVEMENT PLANS
<br /> 4d PLACE 95 LF x 12"PVC SDR 35 DRAIN @ S=0.005 S=0.0045 2S PRECAST,BROOKS PRODUCT OR APPROVED dd PLACE 10 LF x 8"DISCHARGED PIPE SEE DETAIL 39 PLACE 252 LF x 12"PVC SDR 35 DRAIN @ S=0.005 CONFORM TO THE JENSEN PRECAST DRAWINGS. RECOMMENDATIONS
<br /> O7 PLACE 15 LF x 12"DISCHARGE PIPE.SEE DETAIL EQUAL)GR=19.55; INV=15.55 12"OUT 3C ON SHEET C-17 2. FOR DRAINAGE DETAILS REFER TO SHEETS
<br /> 3C ON SHEET C-17 14 CONSTRUCT 2'X 2'DRAIN INLET(JENSEN CONSTRUCT 3'X T DRAIN INLET PER DET4 SHEET O CONSTRUCT T X T DRAIN INLET PER DET 4 SHEET 45 PLACE 15 LF x 8"DISCHARGE PIPE,SEE DETAIL 3C 54 CONSTRUCT TYPE'S'6"VERTICAL CURB PER CITY C-15 TO C-17 63023.00
<br /> dI PRECAST,BROOKS PRODUCT OR APPROVED 2a C-16(JENSEN PRECAST,BROOKS PRODUCT OR 24 PLACE 50 LF x 12"PVC SDR 35 DRAIN @ S=0.01 CONSTRUCT BUBBLE-UP BOX; FL=20.40,SEE 4Q C-15(JENSEN PRECAST,BROOKS PRODUCT OR ON SHEET G-17 STD DETAIL DWG#25C
<br /> O8 PUMP STATION#3 EQUAL) GR=20.75; INV=15.28 12"THRU APPROVED EQUAL) GR=19.42; INV=15,42 12"IN DETAIL 3C ON SHEET C-17 APPROVED EQUAL) GR=20.24; INV=152712"IN; 3. THE ON-SITE STORM DRAIN SYSTEM WAS 1" = 30'-0"
<br /> RIM=20.75±; 21"INV=12,09 INV=14.92 18"OUT 25 CONSTRUCT T X T DRAIN INLET(JENSEN INV=14.49 12"IN; INV=1424 15"OUT 46 CONSTRUCT BUBBLE-UP BOX; FL=79.33,SEE ab INSTALL 6'HIGH WROUGHT IRON FENCE,SEE DESIGNED BASED ON THE CITY OF STOCKTON
<br /> w CONSTRUCT STORM DRAIN LIFT STATION PER 16 PLACE 68 LF x 12"PVC SDR 35 DRAIN @ S=0.0037 PRECAST,BROOKS PRODUCT OR APPROVED 32 CONSTRUCT CONCRETE FLARED END SECTION DETAIL 3C ON SHEET C-17 ARCHITECTURAL SHEET FOR DETAIL STANDARD PLANS&SPECIFICATIONS,SECTION 71 17 APRIL, 2014
<br /> JENSEN PRECAST DRAWINGS&DETAILS 3A 8 CONSTRUCT Z X 2'DRAIN INLET(JENSEN EQUAL) GR=20.75; INV=16 75 12"OUT O PER DET 5 SHEET C-15; FL=19.75 4S PLACE 172 LF x 12"PVC SDR 35 DRAIN @ S=0005 AND DRAWING NOS.75-77,
<br /> M 313 SHOWN ON SHEET C-17;THE ENCLOSURE, CONSTRUCT ZX 2'DRAIN INLET(JENSEN 21 PRECAST,BROOKS PRODUCT OR APPROVED CONSTRUCT TX 2'DRAIN INLET(JENSEN CONSTRUCT KEYSTONE WALL PER
<br /> N PRECAST,BROOKS PRODUCT OR APPROVED EQUAL) GR=21.35; INV=17.3512"OUT 26 PLACE 45 LF PLACE I8 LF 12"PVC O CONSTRUCT 47 PRECAST,BROOKS PRODUCT OR APPROVED @ MANUFACTURER'S RECOMMENDATION NORTH
<br /> PUMP, FORCE MAIN,MANIFOLD AND OUTLET 1$ O FS 1 . ��
<br /> N STRUCTURE TO THE GRASSY SWALE SHALL EQUAL) GR=79.80; INV=15.70 12"THRU 33 5=0.005 42 C-15(JENSEN PRECAST,BROOKS PRODUCT OR EQUAL) GR=18.93; INV=17.40 12"OUT SPECIFICATIONS.HEIGHTVARIES FROM V TO 4'
<br /> a CONFORM TO THE JENSEN PRECAST O PLACE 172 LF X 12'PVC SDR 35 DRAIN @ S=0.011 APPROVED EQUAL) GR=20.77; INV=15.35 12"OUT
<br /> DRAWINGS.
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