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Home My WebLink AboutC5.50 Drainage Details V15 Concrete Collar Detail SCALE: NTS LID PER PLANS. 8" T S A L P O L Y N D U C T I L E I R O N LID PER PLANS. TWO (2) #4 REBAR HOOPS. SEE NOTE 2. NOTES: 1. TOP OF CONCRETE COLLAR TO BE FLUSH WITH COVER. 2. FIBRILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURERS RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE COLLARS. 3. ALL CONCRETE TO BE 4000 PSI (MIN). 4. FILTER FABRIC AND ALL SEDIMENT TO BE REMOVED AFTER ALL CONSTRUCTION IS COMPLETE. 5. FOR ALL RIMS IN CONCRETE FLATWORK REFER TO DETAIL X/C2.XX. 9" 9" 4.5" 2" MINIMUM OF FIVE (5) OR 20" MAX O.C. SPACING (WHICHEVER IS GREATER) #4 REBAR VERTICALS. SEE NOTE 2. TWO (2) #4 REBAR HOOPS. SEE NOTE 2. MINIMUM OF FIVE (5) OR 20" MAX O.C. SPACING (WHICHEVER IS GREATER) #4 REBAR VERTICALS. SEE NOTE 2. 20" (MAX) VARIES (EXTEND MIN. 1 ' BELOW BOTTOM OF ASTM C-33 FILTER SAND) WELL CAP WELL CAP 3/4"-MINUS, 1.5"-2" DRAIN ROCK, OR ASTM C-33 FILTER SAND PVC END CAP, SOLVENT WELD OR GASKETED (WATERTIGHT) 12" 6" FINISH GRADE 18" 18" 24" DIA. 24" 6" PLAN VIEW CONCRETE COLLAR IN NON-TRAFFIC AREAS PLAN VIEW CONCRETE COLLAR IN TRAFFIC AREAS SECTION CONCRETE COLLAR (2) #4 REBAR HOOPS WITH #4 VERTICALS 12" 36" 12" WELL COVER. 8" Ø WATERTIGHT GALVANIZED STEEL COVER AND CANISTER PVC CAP, GASKETED (WATERTIGHT) CONCRETE COLLAR, CLASS 3000 (ISPWC 703) THREE 6" Ø COILS 6" Ø PVC (ASTM D-3034 SDR 35) 2 STAINLESS STEEL HOSE CLAMPS AT 3" SPACING. SECURE GEOTEXTILE IN PLACE WRAP PORTION OF PIPE IN SAND WITH GEOTEXTILE (TYPE 1 PER ISPWC SECTION 2050) 6" Ø PERFORATED PIPE (ASTM D-3035 SDR 35 WITH 6 3/8" Ø HOLES SPACED 3" O.C. ASTM C-33 FILTER SAND NO. 12 AWG. GALVANIZED FINDER WIRE NOTE: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. 2. MONITORING WELLS LOCATED WITHIN ACHD RIGHT-OF-WAY SHALL BE INSTALLED 3 PER ISPWC (ACHD SUP) SD-627. Monitoring Well Scale: NTS 8'-10" 5" 5'-7" ID 6" 6'-6" 3'-11" 1'-8" 2' 3'-7" 6' 4'-10" 1'-6" CL 8'-10-1/2" 8'-3" 4'-3" 4'-10-1/2" (6) - 18" x 24" KNOCKOUT PANELS (2X) 1 EACH SIDE (4x) 2 EACH SIDE SEE NOTE 1 (2) - 24" Ø HOLE THRU FOR MANHOLE ACCESS. SEE NOTES 2 AND 3 NOTES: 1. ALL HOLES FOR INLET/OUTLET PIPES SHALL BE CORE DRILLED. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION). 2. PROVIDE STANDARD MANHOLE FRAME, COVER AND RISER PER ISPWC SD-617. CONSTRUCT CONCRETE COLLAR PER ISPWC SD-616. 3. COORDINATE WITH SITE GRADING AND DRAINAGE PLAN FOR LOCATIONS OF GRATED INLETS. INLET SIZE AND LOCATION VARY. REFER TO DRAINAGE PLAN (TYP. ALL) A A PLAN SECTION AA PROFILE 4' 3'-8" SUMP ELEVATION PER PLANS IE IN PER PLANS IE OUT PER PLANS 2 Oldcastle 1000 Gal. S/G Trap Scale: NTS 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 TLG PN: 120124 A DELTA A 07/22/2022 C5.50 Drainage Details SOLID WALL PVC PIPE. EXTEND 1 FOOT INTO DRAIN ROCK. LENGTH VARIES. SEE PLANS WIDTH VARIES. SEE PLANS PLAN PROFILE SAND AND GREASE TRAP. INLET AND OUTLET LOCATIONS VARY. SEE PER PLANS PERFORATED STORM DRAIN PIPE. SIZE AND ELEVATION PER PLANS. FINISH GRADE VARIES 1-FT MIN. COVER ACHD REQUIREMENTS: OUTSIDE ROADWAY - 1.5-FT MIN. COVER INSIDE ROADWAY - 1-FT MIN. COVER BELOW ROAD SUBGRADE 6" MIN. TOP OF ROCK ELEVATION PER PLANS. BOTTOM OF ROCK. ELEVATION PER PLANS. 18" OF ASTM C33 FILTER SAND SEASONAL HIGH GROUND WATER NATIVE FREE DRAINING SOILS. OVER-EXCAVATE TO FREE DRAINING SOILS PER PLAN (WHERE INDICATED) NATIVE FREE DRAINING SOILS. OVER-EXCAVATE TO FREE DRAINING SOILS PER PLAN (WHERE INDICATED) DESIGN INFILTRATION RATE = 8-IN/HR LAP 1 ' MIN. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ON TOP AND SIDES, INSTALL NILEX HDPE 40 MIL LINER, OR ENGINEER APPROVED EQUAL, OUTSIDE OF FILTER FABRIC ON SIDE OF SEEPAGE BED CLOSER THAN 25-FT TO WATER MAIN. FOR FACILITIES LOCATED IN ACHD R.O.W., GEOTEXTILE SHALL MEET REQUIREMENTS OF ACHD BMP 20 AND SECTION 8202.23 OF THE ACHD STORMWATER DESIGN MANUAL. 3 INCH WASHED DRAIN ROCK PER ISPWC SECTION 801. FACILITIES LOCATED IN THE R.O.W. SHALL USE 3/4" TO 2" ANGULAR ROCK. PERFORATED PIPE SIZE AS NOTED ON PLANS, SEE PERFORATION SCHEDULE BELOW. FACILITIES WITHIN THE R.O.W. SHALL USE 18" PERFORATED PIPE. FINISH GRADE WIDTH VARIES. SEE PLANS DEPTH PER PLANS SECTION A-A A A 1 ', MIN. (5' MIN. FOR ACHD SEEPAGE BEDS) END CAP NOTES: 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCH CONSTRUCTION AND SHALL VERIFY ALL MATERIALS, LOCATIONS AND SIZES. 2. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK IS 3 FEET. CONTRACTOR SHALL NOTIFY THE DESIGNER ENGINEER IMMEDIATELY IF GROUND WATER OR BEDROCK IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. 3. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN THE DESIGN INFILTRATION RATE OF 8 INCHES PER HOUR AS SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY. 4. GROUND WATER AND SOIL DATA FOR THIS SITE IS BASED UPON ATLAS's GEOTECHNICAL ENGINEERING REPORT FILE NO. B201400g DATED 10-19-2020 AND SUBSEQUENT AMENDMENTS. 5. FOR ALL SEEPAGE BEDS LOCATED WITHIN THE RIGHT-OF-WAY, CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY DURING CONSTRUCTION AND PRIOR TO BACKFILLING. 6. ALL SEEPAGE BEDS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE INSTALLED PER ACHD STORMWATER BMP 20 STANDARDS AND SPECIFICATIONS. 1 Standard Seepage Bed SCALE: NTS MONITORING WELL PER DETAIL 3 THIS SHEET 3' MIN. 24" MIN. NOTE: 1. ALL PIPE CONNECTIONS/JOINTS SHALL BE SEALED WATER TIGHT. 8”x8”x 3 16” GALVANIZED STEEL PLATE WITH CUTOUT MATCHING PROFILE OF DOWNSPOUT. PLATE SHALL LIE FLAT ON SURFACE OF FINISHED GRADE AND BE ABLE TO SLIDE UP DOWNSPOUT FOR MAINTENANCE. DOWNSPOUT SHALL PROTRUDE DOWN THROUGH PLATE SO THE PLATE CANNOT BE REMOVED WITHOUT FIRST REMOVING DOWNSPOUT. PAINT SIDES AND EDGES OF PLATE TO MATCH COLOR OF DOWNSPOUT. COVER PLATE. SEE ENLARGEMENT. 8" SQ. R 1 2 " (TYP) PVC PIPE BELOW CUT FLUSH WITH FINISHED GRADE BUILDING WALL PIPE CUT FLUSH WITH FINISHED GRADE STORM DRAIN PIPING, BEND AND REDUCER AS NEEDED TO ESTABLISHED DEPTH. SLOPE AT 2.0% MIN. EXTEND PER PLAN. PROVIDE APPROPRIATELY SIZED TEE, WYE, CROSS OR REQUIRED FITTINGS AS NEEDED AT CONNECTION POINT WITH MAINLINE STORM DRAIN. DOWNSPOUT PER ARCHITECT FINISH GRADE PER PLAN Scale: NTS Gutter Downspout Connection 6 A SECTION A-A A PROFILE MECHANICAL PLUG 45° BEND WYE FITTING 12" 4" 12" 4" 6" 6" FIBER JOINT PACK 6" Ø SOLID BRASS BOLT-DOWN COVER WITH FRAME. COVER TO BE STAMPED "STORM". SEE NOTES 5 AND 6. TYPE 1 BEDDING MATERIAL 12" (SEE NOTES 5 AND 6) 18" MIN. MISSION COUPLER OR APPROVED EQUAL SERVICE LINE PER PLAN 1 '-6" (SEE NOTES 5 AND 6) NOTES: 1. ALL FITTINGS SHALL BE WATER TIGHT. 2. ALL REDUCING TEES AND COUPLERS SHALL BE ECCENTRIC WITH MATCHING INVERT ELEVATIONS. 3. ALL PIPE SHALL BE INSTALLED PER ISPWC SD-301 AND SD-302. 4. ALL PIPE SHALL BE ASTM D 3034 SDR 35 SOLID WALL PVC OR AASHTO M 252 TYPE S OR D HDPE (ADS N-12 OR EQUAL). SIZE PER PLAN. 5. OMIT CONCRETE COLLAR IN CONCRETE PAVEMENT AREAS. COORDINATE WITH SITE LAYOUT AND MATERIALS PLAN. 6. COLLAR, FRAME, AND COVER SHOWN IN NON-TRAFIC AREAS. INSTALL CLEANOUT PER ISPWC SD-506A IN ALL TRAFFIC AREAS. 4 Cleanout Detail Scale: NTS 07-22-2022 (100% CD) 1 ' MIN. BEYOND BOTTOM OF SAND 1' MIN. BEYOND BOTTOM OF SAND PIPE PERFORATION SCHEDULE 60°' (TYP.) PERFORATIONS TO BE 1/4" AT 3" O.C., 6 ROWS Ø PER PLANS FINISHED SIDEWALK OR ROAD SURFACE & MATERIALS PER PLAN BACKFILL OVER BED WITH 6-IN MIN. 8-INCH MINUS GRANULAR STRUCTURAL BACKFILL MATERIAL TO BOTTOM OF ROADWAY SUBGRADE PER ACHD BMP 20 WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED IN PUBLIC ROW PER ACHD BMP 20 ZONE OF INFLUENCE 4-INCH PERFORATED PVC PIPE, GRADE TO DRAIN (0.5% MIN.), CONNECT TO NEAREST ROOF DRAIN OR STORM DRAIN FACILITY WITH BACKWATER VALVE AND APPROPRIATE TRANSITION FITTINGS. TOP OF PIPE SHALL BE INSTALLED BELOW TOP OF FOOTING. WHERE PIPE GRADE IS BELOW BOTTOM OF FOOTING, PIPE SHALL BE INSTALLED OUTSIDE ZONE OF INFLUENCE AS SHOWN. 45° 3" WASHED DRAIN ROCK PER ISPWC SECTION 801 NON-WOVEN GEOTEXTILE FABRIC PER ISPWC SECTION 2050 BUILDING FOUNDATION (SHOWN APPROX., SEE STRUCTURAL) FINISH GRADE BUILDING STRUCTURE AND FOUNDATION (SHOWN APPROX., SEE ARCHITECTURAL AND STRUCTURAL FOR MORE INFORMATION) 6" MIN. ALL AROUND PIPE Scale: NTS Foundation Drainage at Building Wall - Typical Section 7 A 0 8 / 0 3 / 2 2 08/03/2022 09/27/22 FPS-2022-0022