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Home My WebLink AboutOWTS DesignVICINITY MAP PROJECT DATA LOCATION: a EXTERIOR ELEVATIONS A3.3 0062 COUNTY RD 113 A3.4 CARBONDALE, CO 81623 H PARCEL ID: f 2393-181-00-358 A8.3 TYPICAL DETAILS .' ADA ACCESSIBILITY STRUCTURAL DRAWINGS LEGAL SUMMARY: STRUCTURAL NOTES & FOUNDATION LAYOUT SECTION: 18 TOWNSHIP: 7 RANGE: 88 A TR IN DETAILS SEC. 7 & 18 LYING EAST OF STATE HWY 82 & SLY DETAILS OF C/L OF CATTLE CREEK CONT. 14.155 AC. AKA ,yyT, AMENDED PARCEL B MIDLAND EXEMPTION. 9" 14.155 ACRES DESIGN CRITERIA: ROOF SNOW LOAD: 50 PSF ` " WIND SPEED: 115 MPH WIND EXPOSURE: C PROJECT DATA ok DESIGN TEAM OWNER: CCC -B LLLP 132 Park ave Basalt, CO 81621 ARCHITECT: Theodore K Guy Associates PC 23280 Two Rivers Rd. Ste. 1 Basalt, CO 81621 LAND SURVEYOR: STARS TO STONES SURVEYING 559 PINE MEADOWS DR. GRANDJUNCTION, CO 81504 STRUCTURAL ENGINEER: Engineering & Technical Services 27121 469th Ave. Tea, SD 57064 CIVIL ENGINEER: ZANCANELLA AND ASSOCIATES, INC. PO BOX 1904 1005 COOPER AVE GLENWOOD SPRINGS, CO 81602 SHEET INDEX COVER SHEET SURVEY CIVIL 1 SITE & DRAINAGE PLAN NW AREA 2 UTILITY PLAN 3 WASTEWATER NOTES AND DETAILS ARCHITECTURAL DRAWINGS A2.1 FLOOR PLAN BUILDING INFORMATION: FLOOR AREA: HEIGHT: 12,250SF 19'-6" TO RIDGE CONSTRUCTION SUMMARY: OCCUPANCY GROUP: F1 OCCUPANTLOAD: WAREHOUSE TYPE OF CONSTRUCTION TYPE II STEEL BUILDING SPRINKLER AUTOMATIC FIRE SPRINKLER APPLICABLE CODES: 2015 BUILDING CODE 2017 ELECTRIC CODE 2015 MECHANICAL CODE 2015 PLUMBING CODE 2009 ENERGY CODE 2009 FIRE CODE 2015 FUEL & GAS CODE GARCO LAND USE CODE A3.1 LOCATION: A3.2 EXTERIOR ELEVATIONS A3.3 0062 COUNTY RD 113 A3.4 CARBONDALE, CO 81623 A8.1 PARCEL ID: f 2393-181-00-358 A8.3 TYPICAL DETAILS .' ADA ACCESSIBILITY STRUCTURAL DRAWINGS LEGAL SUMMARY: STRUCTURAL NOTES & FOUNDATION LAYOUT SECTION: 18 TOWNSHIP: 7 RANGE: 88 A TR IN DETAILS SEC. 7 & 18 LYING EAST OF STATE HWY 82 & SLY DETAILS OF C/L OF CATTLE CREEK CONT. 14.155 AC. AKA ,yyT, AMENDED PARCEL B MIDLAND EXEMPTION. 9" 14.155 ACRES DESIGN CRITERIA: ROOF SNOW LOAD: 50 PSF ` " WIND SPEED: 115 MPH WIND EXPOSURE: C FROST DEPTH: 36 INCHES 6 • SEISMIC: C Envelope Requirements: CEILING/ROOF: R-38 WALLS: R-20 ok DESIGN TEAM OWNER: CCC -B LLLP 132 Park ave Basalt, CO 81621 ARCHITECT: Theodore K Guy Associates PC 23280 Two Rivers Rd. Ste. 1 Basalt, CO 81621 LAND SURVEYOR: STARS TO STONES SURVEYING 559 PINE MEADOWS DR. GRANDJUNCTION, CO 81504 STRUCTURAL ENGINEER: Engineering & Technical Services 27121 469th Ave. Tea, SD 57064 CIVIL ENGINEER: ZANCANELLA AND ASSOCIATES, INC. PO BOX 1904 1005 COOPER AVE GLENWOOD SPRINGS, CO 81602 SHEET INDEX COVER SHEET SURVEY CIVIL 1 SITE & DRAINAGE PLAN NW AREA 2 UTILITY PLAN 3 WASTEWATER NOTES AND DETAILS ARCHITECTURAL DRAWINGS A2.1 FLOOR PLAN BUILDING INFORMATION: FLOOR AREA: HEIGHT: 12,250SF 19'-6" TO RIDGE CONSTRUCTION SUMMARY: OCCUPANCY GROUP: F1 OCCUPANTLOAD: WAREHOUSE TYPE OF CONSTRUCTION TYPE II STEEL BUILDING SPRINKLER AUTOMATIC FIRE SPRINKLER APPLICABLE CODES: 2015 BUILDING CODE 2017 ELECTRIC CODE 2015 MECHANICAL CODE 2015 PLUMBING CODE 2009 ENERGY CODE 2009 FIRE CODE 2015 FUEL & GAS CODE GARCO LAND USE CODE A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 BUILDING SECTIONS A A3.4 BUILDING SECTIONS B,C,D A8.1 EXTERIOR DETAILS NORTH A8.2 EXTERIOR DETAILS SOUTH A8.3 TYPICAL DETAILS A9.1 ADA ACCESSIBILITY STRUCTURAL DRAWINGS S1.0 STRUCTURAL NOTES & FOUNDATION LAYOUT S1.1 DETAILS S1.2 DETAILS S1.3 DETAILS x r L Document Date: 4/25/23 Document Phase: Construction Documents rev. date remark 1 4/25/23 plan revision 1 44.2' I J> n to { � 1 I i 62.5 0 20 40 46.5' PARCEL B EXISTING ACCESS do PARCEL C � � f I SURVEYOR'S CERTIFICATE PROPOSED BUILDING C M 00000008""800" M W ter"W'm . I, IVAN MARTIN, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS SITE EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. COLORADO P.L.S. No FOR AND ON BEHALF OF STARS TO STONES SURVEYING SITE EXHIBIT CATTLE CREEK INDUSTRIAL TOWN OF CARBONDALE, COUNTY OF GARFIELD, STATE OF COLORADO NOTES: 1) Survey Date: 03-01-2021. 2) Location of Improvements, Lot lines, and Easements are based upon the above provided Drawing. Survey Control Monuments found at the time of this survey based on Boundary drawing done by High Country Engineering, and Midland Exemption Reception No. 461990. This Survey does not constitute a boundary survey nor any investigation into record easements or encumbrances associated with this property. 3) Utilities are shown approximately and should be field verified prior to excavation. 4) Surveyor does not warrant or certify to the integrity of any Digital Data supplied in conjunction with this map and survey. 5) STREET ADDRESS: 62113 County RD, Carbondale, CO. 6) This Site Exhibit was prepared for the exclusive use of CATTLE CREEK INDUSTRIAL, and is valid only if print has original seal and signature of surveyor. 10) Lineal Units are U.S. Survey Feet used herein. Stars to Stones Surveying Professional Land Surveying & Mapping 559 Pine Meadows Dr. - Grand ]unction , Colorado 81504 970-618-2118 Cell SITE EXHIBIT CATTLE CREEK INDUSTRIAL 62 113 COUNTY RD CARBONDALE, CO 81623 'DRAWN BY: Th JOB NUMBER: DRAWING NAME: I lLVl CC SITE-IM122920 SHEET 1 OF 1 03/14/21 i -J.-- _ GNTT7-E GK (t0 i LOCATION MA 000vr� l,) LEGEND NOTES: d, 1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING FINISH FLOOR ELEVATIONS. PROPOSED ASPHALTIC PAVEMENT 2. FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECTIONS. PROPOSED 3. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, BLDG --J� )�t� ` EXISTING ASPHALTIC PAVEMENT CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD PROPOSED DRAINAGE DIRECTION CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR (ROOF PITCH DIRECTION IF INSIDE BLDG.) FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. a 4. ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH A 5'6" MINIMUM DEPTH OF COVER. IF GRADE PROPOSED CONCRETE / -- - --- - - - - - - --- - - - -- - - -- - - - --- --- -- - - - -- - -- a CONCRETE DRAINAGE PAN Scale in Feet CHKD BY: TAZ MAINTAIN 15' TO 20' 'LENGTH OF GRASSY RUNOUT AREA.. --- INSTALL 8"-12" RIPRAP ALONG SLOPE w/ FILTER FABRIC UNDERLAY MAINTAIN 15' TO 20' LENGTH OF GRASSY RUNOUT AREA INSTALL 8"-12" RIPRAP ALONG SLOPE w/ FILTER FABRIC UNDERLAY MAINTAIN" 10' MIN. CLEAR FROM ISDS AREA I.Pr FN'r NOTES: ®a"ws e"w� EXISTING WATERLINE �e"w�a•'w® PROPOSED WATERLINE 1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING FINISH FLOOR ELEVATIONS. � w PROPOSED WATER SERVICE _e••aa®a'•ss EXISTING SEWER LINE 2. FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECTIONS. — OE - OE -C;e T OE -- �ETC�.__,._,.-. 1 EXISTING BLDG. A PROPOSED SEWER SERVICE EXISTING OVERHEAD ELECTRIC PROPOSED BURIED E -T -C EXISTING BLDG. B UT:of w -®r Scale in Feet UTILITY SEE SHT 3 FOR ADDITIONAL INFORMATION 3. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH A 5'6" MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE 5'6" MINIMUM DEPTH OF COVER IS MAINTAINED. WATER SERVICE LINE SHALL BE 2" EAGLE NSF PURE—CORE 200 PSI. SEE SHEET THREE FOR SANITARY SEWER AND WATER CROSSING NOTES. SEPARATION OF WATER AND SEWER MAINS 1. PARALLEL INSTALLATION: A. NORMAL CONDITIONS --MAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY SANITARY SEWER, STORM SEWER OR SEWER MANHOLE. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. B. UNUSUAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN FEET, A WATER MAIN MAY BE LAID CLOSER TO STORM OR SANITARY SEWER PROVIDED THAT: 1) IT IS LAID IN A SEPARATE TRENCH. 2) THE ELEVATION OF THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. SUCH SEPARATION SHALL BE OF UNDISTURBED OR COMPACTED EARTH. 3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER SHALL BE CONSTRUCTED OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. 2. CROSSINGS: A. NORMAL CONDITIONS --WATER MAINS CROSSING OVER HOUSE SEWERS, STORM SEWERS, OR SANITARY SEWERS SHALL BE LAID TO PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THEW INVERT OF THE PRESSURE WATER MAIN AND THE CROWN OF THE SEWER. B. UNUSUAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED ABOVE, THE FOLLOWING CONSTRUCTION SHALL BE USED: 1) SEWER PASSING OVER OR LESS THAN 18 INCHES UNDER WATER MAINS SHALL BE CONSTRUCTED OR MODIFIED USING ONE OF THE FOLLOWING METHODS: a) ONE LENGTH OF PIPE (D.I.P. OR C900 PVC) AT LEAST 18 FEET LONG CENTERED OVER OR UNDER THE WATER MAIN. JOINTS BETWEEN THE SEWER PIPE AND THE SPECIAL PIPE SHALL BE ENCASED IN A CONCRETE COLLAR AT LEAST 6 INCHES THICK AND EXTENDING AT LEAST 6 INCHES EITHER SIDE OF THE JOINT. b) CONCRETE OR VITRIFIED CLAY SEWER PIPE WITH REINFORCED CONCRETE ENCASEMENT. ENCASEMENT SHALL BE AT LEAST 6 INCHES THICK AND EXTEND A DISTANCE OF 10 FEET ON BOTH SIDES OF THE WATER MAIN. 2) WATER MAINS PASSING UNDER SEWERS SHALL, IN ADDITION, BE PROTECTED BY PROVIDING: a) A VERTICAL SEPARATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE WATER MAIN. b) ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS. CHANGE IN PIPE SIZE JUNCTION MH ALIGNMENT CHANGE SHAPED 24" OPENING I (ORIENT OVER I TYPICAL IN ILI. WORDS "SANITARY SEWER" RECESS MANHOLE ON COVER LID 1/8" TO 1/4" 24"C.1. M.H. BELOW FINISH GRADE RING &COVER ASPHALT J( 12" BASE COURSE 3 REINFORCED CONCRETE GRADE RINGS (MIN.) WITH 6" WALL CAST IRON OR ALUM. MANHOLE STEPS, POSITION OVER SHELF IN VERTICAL LINE AT 15" o.c. MAX. ECCENTRIC CONE RUBBER O-RING OR FLEXIBLE MANHOLE SEAL, GROUT SEAL NOT ALLOWED FIRST JOINT I V-_V - 1' MIN. INVERT ELEV. 3' MAX. SHOWN ON PROFILE r LATERAL DROP TIRU MANHOLE INVERT ELEV. Xj-7 SHOWN ON PROFILE SECTION r a NOTES: > SLOPE i"-3" 1. MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE. N — 2. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MORTOR. `n 3. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. NO. 126538. .n 4. PRECAST SECTIONS TO CONFORM TO ASTM C-478. o, 5. PIPE GASKET REQUIRED AT MANHOLE WALL. CONCRETE 6. ALL CAST -IN-PLACE CONCRETE SHALL HAVE A MINIMUM MORTOR COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE BASE MANHOLE I.D. + 16" CAST IN PLACE (3000 PSI MIN.) OR PRECAST BASE BASE REBAR- #4 ®12" OC EACH WAY, 3" CLEAR FROM GROUND TYPICAL MANHOLE SECTION TYPICAL MANHOLE DETAIL N.T.S. NOTE! MANHOLES ARE OPTIONAL, CLEANOUTS MAY BE SUBSTITUTED. PIPE SIZE SHOULD BE 8" WITH MANHOLES OR 6" WITH CLEANOUTS. WASTEWATER NOTES • 1 ■ Fil ilk lzluel;L9l_l =1 R2411 114 111 Ll L114: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOWS: a. ORIGINAL DESIGN FLOWS SUBMITTED TO THE COUNTY WERE BASED ON: i. 15,000 SQUARE FEET/BUILDING ii. 5 OFFICES/BUILDING iii. 3.2 PERSONS/OFFICE iv. 15 GALLONS/PERSON/DAY (i THROUGH iv BASED ON CDPHE ISDS FLOW ESTIMATES) b. RESULTING IN: i. 0.016 GALLONS/DAY/SQUARE FOOT, OR ii. 1.6 GALLONS/DAY/100 SQUARE FEET c. THE ABOVE FLOWS HAVE BEEN CHECKED WITH WATER METER READINGS FOR EXISTING BUILDINGS AND FOUND TO BE CONSERVATIVE. d. THE SEPTIC TANKS AND ABSORPTION AREA THAT THESE BUILDINGS ARE TO CONNECT TO WERE SIZED FOR AN AVERAGE DAILY FLOW OF 1920 GALLONS PER DAY WHICH WOULD BE EQUIVALENT TO 120,000 SQUARE FEET OF BUILDING. THE EXISTING BUILDING ON THE SYSTEM IS APPROXIMATELY 30,000 SQUARE FEET, THE PROPOSED BUIILDINGS TOTAL APPROXIMATELY 43,125 SQUARE FEET. THIS LEAVES IN EXCESS OF 45,000 SQUARE FEET IN RESERVE. e. ALTERNATIVELY, 1920 GALLONS/DAY - 480 GALLONS/DAY - 690 GALLONS/DAY = 750 GALLONS/DAY IN RESERVE. 3. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 4. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 5. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. FINISH GRADI 4" COUPUr 4" SEWER 4" PVC WYE O� 4v CLEAN OUT ASSEMBLY " RISER 45' SWEEP BEND SEWER CLEAN OUT DETAIL N.T.S. FLEXIBLE PLASTIC SEALING COMPOUND (RAM -NIX) AT ALL JOINTS MANHOLE I.D 18" & SMALLER 21" TO 48" 4'-0" 5'-0" r a NOTES: > SLOPE i"-3" 1. MANHOLE BARREL MINIMUM DIAMETER SHALL CONFORM TO TABLE. N — 2. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMENT MORTOR. `n 3. THE MANHOLE STEPS SHALL BE SIMILAR AND EQUAL TO ALCOA ALUMINUM CO. NO. 126538. .n 4. PRECAST SECTIONS TO CONFORM TO ASTM C-478. o, 5. PIPE GASKET REQUIRED AT MANHOLE WALL. CONCRETE 6. ALL CAST -IN-PLACE CONCRETE SHALL HAVE A MINIMUM MORTOR COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE BASE MANHOLE I.D. + 16" CAST IN PLACE (3000 PSI MIN.) OR PRECAST BASE BASE REBAR- #4 ®12" OC EACH WAY, 3" CLEAR FROM GROUND TYPICAL MANHOLE SECTION TYPICAL MANHOLE DETAIL N.T.S. NOTE! MANHOLES ARE OPTIONAL, CLEANOUTS MAY BE SUBSTITUTED. PIPE SIZE SHOULD BE 8" WITH MANHOLES OR 6" WITH CLEANOUTS. WASTEWATER NOTES • 1 ■ Fil ilk lzluel;L9l_l =1 R2411 114 111 Ll L114: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOWS: a. ORIGINAL DESIGN FLOWS SUBMITTED TO THE COUNTY WERE BASED ON: i. 15,000 SQUARE FEET/BUILDING ii. 5 OFFICES/BUILDING iii. 3.2 PERSONS/OFFICE iv. 15 GALLONS/PERSON/DAY (i THROUGH iv BASED ON CDPHE ISDS FLOW ESTIMATES) b. RESULTING IN: i. 0.016 GALLONS/DAY/SQUARE FOOT, OR ii. 1.6 GALLONS/DAY/100 SQUARE FEET c. THE ABOVE FLOWS HAVE BEEN CHECKED WITH WATER METER READINGS FOR EXISTING BUILDINGS AND FOUND TO BE CONSERVATIVE. d. THE SEPTIC TANKS AND ABSORPTION AREA THAT THESE BUILDINGS ARE TO CONNECT TO WERE SIZED FOR AN AVERAGE DAILY FLOW OF 1920 GALLONS PER DAY WHICH WOULD BE EQUIVALENT TO 120,000 SQUARE FEET OF BUILDING. THE EXISTING BUILDING ON THE SYSTEM IS APPROXIMATELY 30,000 SQUARE FEET, THE PROPOSED BUIILDINGS TOTAL APPROXIMATELY 43,125 SQUARE FEET. THIS LEAVES IN EXCESS OF 45,000 SQUARE FEET IN RESERVE. e. ALTERNATIVELY, 1920 GALLONS/DAY - 480 GALLONS/DAY - 690 GALLONS/DAY = 750 GALLONS/DAY IN RESERVE. 3. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 4. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 5. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. FINISH GRADI 4" COUPUr 4" SEWER 4" PVC WYE O� 4v CLEAN OUT ASSEMBLY " RISER 45' SWEEP BEND SEWER CLEAN OUT DETAIL N.T.S.