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HomeMy WebLinkAbout1493-0008-Avila Ranch Lift StationELEELE ELE ELE ELE ELE ELE ELE S D S D SD SD SD SD SD SD SD SD SD SD D SD SD D 100 97 98 99 101 102 103 104 95 100 94 96 97 98 99 101 102 103 104 ELEELEELEELEELEELEELE S D S D S D S D ELE EL E E L E ELE ELE ELE ELE 95 100 105 93 94 96 97 98 99 101 102 103 104 106 107 N 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT SCALE: 1"= 2' INLET BOX SECTIONA 04 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2022 WA T H E N C A S T A N O S H O M E S AV I L A R A N C H P U M P S T A T I O N 3 9-19-2022 1493-0008 BDC NFW SHEETS PU M P S T A T I O N S I T E P L A N - A L T E R N A T I V E 1 C-2.0 1 FILE NAME: 1493-0008-UTIL.DWG GENERAL NOTES DESCRIPTION 01 PUMP STATION. 100 GPM, 22' TDH SINGLE PHASE SUBMERSIBLE SOLIDS HANDLING PUMP, FLYGT® OR EQUAL. PRECAST CONCRETE WETWELL, 48" DIAMETER X 20' DEEP WITH CONCRETE BASE. MIDSTATE CONCRETE OR EQUAL. SINGLE LEAF ALUMINUM DIAMOND PLATE, HOLD OPEN LATCH WITH FALL THROUGH PROTECTION, TRAFFIC RATED ACCESS HATCH, HALIDAY® C1R52 WITH VENT COUPLING OR EQUAL. 02 PUMP CONTROL PANEL AND ELECTRICAL DISCONNECT. VENDOR SUPPLIED PACKAGE. 03 24"x36' CONCRETE VALVE VAULT WITH TRAFFIC RATED LID, CHRISTY® B2436 OR EQUAL. 04 48"x48"x26" SQUARE CATCH BASIN. RISER AND LID WITH NO BASE. MIDSTATE CONCRETE OR EQUAL. 05 6" SDR-35 PVC PIPE 06 4" SCH80 PVC 07 ELECTRICAL JUNCTION/PULL BOX. XXX EX 42" HDPE STORM DRAIN. L~52' S~1.4% EX 48"X48" OUTLET STRUCTURE RIM = 103.000 43" INV (S) = 97.75 EX 3" CONDUIT FROM 400A SINGLE PHASE 230V SERVICE EX 18" HDPE STORM DRAIN. L~96' S~2.85% PUMP STATION INLET STRUCTURE RIM = 93.00' 24" INV(E) = 87.17' L=106.1', S=2.0% 6" INV (W): 85.05 24" NATIVE SOIL EX BIORETENTION SOIL MIX EX NO.2 STONE 24 " 24 " 24 " 2" 05 2" SIZE X CRUSHED ROCK EX 8" PERFORATED PIPE S~1% C-3.0 X 06 4" INV (W): 98.00' SCALE: 1"= 10' PUMP STATION SITE PLAN 05 EX STORMWATER DETENTION POND 02 07 04 01 03 EX ELECTRICAL FOR LIGHTS EX 54" HDPE STORM DRAIN L~44.6, S~1.04% EX SD OUTLET INV=93.50' EX SD OUTLET INV=93.50' A ELEELE ELE ELE ELE ELE ELE ELE S D S D SD SD SD SD SD SD SD SD SD SD D SD SD D 100 97 98 99 101 102 103 104 95 100 94 96 97 98 99 101 102 103 104 ELEELEELEELEELEELEELE ELE EL E E L E ELE ELE ELE ELE 95 100 105 93 94 96 97 98 99 101 102 103 104 106 107 S D S D S D S D N 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT SCALE: 1"= 1' FRENCH DRAIN INLET SECTIONA ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2022 WA T H E N C A S T A N O S H O M E S AV I L A R A N C H P U M P S T A T I O N 3 9-19-2022 1493-0008 BDC NFW SHEETS PU M P S T A T I O N S I T E P L A N - A L T E R N A T I V E 1 C-3.1 2 FILE NAME: 1493-0008-UTIL.DWG GENERAL NOTES DESCRIPTION 01 PUMP STATION. 100 GPM, 22' TDH SINGLE PHASE SUBMERSIBLE SOLIDS HANDLING PUMP, FLYGT® OR EQUAL. PRECAST CONCRETE WETWELL, 48" DIAMETER X 20' DEEP WITH CONCRETE BASE. MIDSTATE CONCRETE OR EQUAL. SINGLE LEAF ALUMINUM DIAMOND PLATE, HOLD OPEN LATCH WITH FALL THROUGH PROTECTION, TRAFFIC RATED ACCESS HATCH, HALIDAY® C1R52 WITH VENT COUPLING OR EQUAL. 02 PUMP CONTROL PANEL AND ELECTRICAL DISCONNECT. VENDOR SUPPLIED PACKAGE. 03 24"x36' CONCRETE VALVE VAULT WITH TRAFFIC RATED LID, CHRISTY® B2436 OR EQUAL. 04 24"x24"x26" SQUARE CATCH BASIN. RISER AND LID WITH AND BASE. MIDSTATE CONCRETE OR EQUAL. 6" FRENCH DRAIN SYSTEM. NDS EZ-1501 OR EQUAL. 05 6" SDR-35 PVC PIPE 06 4" SCH80 PVC 07 ELECTRICAL JUNCTION/PULL BOX. XXX EX 42" HDPE STORM DRAIN. L~52' S~1.4% EX 48"X48" OUTLET STRUCTURE RIM = 103.000 43" INV (S) = 97.75 EX 3" CONDUIT FROM 400A SINGLE PHASE 230V SERVICE EX 18" HDPE STORM DRAIN. L~96' S~2.85% PUMP STATION INLET STRUCTURE AND FRENCH DRAIN SYSTEM RIM = 93.00' 24" INV(E) = 87.17' L=106.1', S=2.0% 6" INV (W): 85.05 2" A EX 8" PERFORATED PIPE S~1% C-3.0 X 06 4" INV (W): 98.00' SCALE: 1"= 10' PUMP STATION SITE PLAN 05 EX STORMWATER DETENTION POND 02 07 04 01 03 EX ELECTRICAL FOR LIGHTS B SCALE: 1"= 1' FRENCH DRAIN INLET SECTIONB NATIVE SOIL EX NO. 2 STONE EX BIORETENTION SOIL MIX 6" SMOOTH WALL POLYETHYLENE 90° BEND 6" SMOOTH WALL POLYETHYLENE PIPE 6" POLYETHYLENE PIPE END CAP 30-SIEVE GEOTEXTILE MESH GEOSYNTHETIC AGGREGATE 6" SLOTTED DRAIN PIPE 2% SLOPE TO DI VENDOR SUPPLIED PACKAGE VENDOR SUPPLIED PACKAGE EX 54" HDPE STORM DRAIN L~44.6, S~1.04% EX SD OUTLET INV=93.50' EX SD OUTLET INV=93.50' ELE ELE ELE ELE ELE S D SD SSF M ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2022 WA T H E N C A S T A N O S H O M E S AV I L A R A N C H P U M P S T A T I O N 3 9-19-2022 1493-0008 BDC NFW SHEETS DE T A I L S C-3.0 3 FILE NAME: 1493-0008-UTIL.DWG NTS FRENCH DRAIN DETAIL1 NTS BOX INLET STRUCTURE DETAIL2 NTS LIFT STATION VALVE BOX DETAIL3 SCALE: 1"= 2' LIFT STATION DETAILS4 D ##########C Scale: 1:1 ##########E Scale: 1:1 ##########A Scale: 1:1 ##########B Scale: 1:1 ##########D Scale: 1:1 ##########C