C-5.3.8 LINEAR CURB RAMP – SINGLE ADJACENT JANUARY, 2020
C-5.3.9 MID BLOCK CURB RAMP JANUARY, 2020
C-5.3.10 P.C.C. RETAINING CURB SEPTEMBER, 2017
C-5.4.1 STREET NAME SIGN AND MOUNTING SEPTEMBER, 2017
C-5.4.2 STREET SIGN INSTALLATION SEPTEMBER, 2017
C-5.4.3 CROSSWALK LEGEND SEPTEMBER, 2017
C-5.4.4 YEILD LINE LAYOUT SEPTEMBER, 2017
C-5.5.1 PARKING LOT REQUIREMENTS SEPTEMBER, 2017 C-5.5.2 PARKING LOT REQUIREMENTS SEPTEMBER, 2017 C-5.5.3 CLASS “A” SURVEY MONUMENT SEPTEMBER , 2017
C-5.5.4 TRAFFIC SIGNAL PULL BOX AND LID SEPTEMBER , 2017
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STANDARD DETAIL FOR PUBLIC WORKS CONSTRUCTION
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NO.
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REVISION
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DATE
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C-1.2.1
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DATE
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SECTION
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CARSON CITY
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DRAWING NO.
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TRENCH EXCAVATION
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AND BACKFILL
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BACKFILL
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MIN.
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6"MIN.
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12"
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12"
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PIPE
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O.D.
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MINIMUM TRENCH
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EXCAVATION LIMITS
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12"
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%%UTYPICAL TRENCH SECTION
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NTS
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REFERENCE STD DWG C-1.2.4
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FOR APPROX. DEPTH OF COVER
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~
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APPROVED BY:
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DEC 2019
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12/19
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TRACER WIRE FOR WATER LINES, RECLAIMED WATER LINES, AND SEWER LINES (SEE NOTE 8.)
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(305)
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TRENCH SUBGRADE (SEE NOTE 4.)
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%%uNOTES:
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1.WATER DENSIFIED BACKFILL AND TUNNELING SHALL BE BY SPECIAL PROVISION ONLY. WATER DENSIFIED BACKFILL AND TUNNELING SHALL BE BY SPECIAL PROVISION ONLY. 2.BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF CLASS E BACKFILL AS SPECIFIED IN SUBSECTION BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF CLASS E BACKFILL AS SPECIFIED IN SUBSECTION 200.03.06 OF THE SSPWC. MATERIAL SHALL BE PLACED IN LIFT THICKNESS SPECIFIED IN SUBSECTION 305.10 OF THE SSPWC AND DENSIFIED TO 90% RELATIVE COMPACTION PER ASTM D1557 MODIFIED PROCTOR. 3.BEDDING SHALL CONFORM TO THE REQUIREMENTS OF CLASS A BACKFILL AS SPECIFIED IN SUBSECTION BEDDING SHALL CONFORM TO THE REQUIREMENTS OF CLASS A BACKFILL AS SPECIFIED IN SUBSECTION 200.03.02 OF THE SSPWC. MATERIAL SHALL BE DENSIFIED TO 90% RELATIVE COMPACTION PER ASTM D1557 MODIFIED PROCTOR. MODIFIED PROCTOR. 4.PLANS SHALL INCLUDE A DETAIL FOR SUBGRADE STABILIZATION INCLUDING BACKFILL MATERIAL, STRUCTURAL PLANS SHALL INCLUDE A DETAIL FOR SUBGRADE STABILIZATION INCLUDING BACKFILL MATERIAL, STRUCTURAL GEOTEXTILE FILTER FABRIC AND MODIFIED CUTOFF COLLARS WHEN POTENTIAL FOR UNSTABLE SUBGRADES EXIST, SUBJECT TO THE APPROVAL OF THE CARSON CITY ENGINEER OR PUBLIC WORKS DIRECTOR. 5.FOR TRENCHES IN ROADWAY SECTION, SEE PAVEMENT PATCH DETAIL (DWG. No. C-5.1.6). FOR TRENCHES IN ROADWAY SECTION, SEE PAVEMENT PATCH DETAIL (DWG. No. C-5.1.6). 6.FOR THE PURPOSE OF PAYMENT; EXCAVATION AND BACKFILL QUANTITIES ARE BASED ON THESE FOR THE PURPOSE OF PAYMENT; EXCAVATION AND BACKFILL QUANTITIES ARE BASED ON THESE STANDARD DRAWINGS, AND NO ADDITIONAL COMPENSATION WILL BE MADE. SHORING OR SLOPED CUT SLOPES MAY BE NECESSARY, BUT THERE WILL BE NO ADDITIONAL PAYMENT. ALL EXCAVATIONS SHALL CONFORM TO THE LATEST O.S.H.A. REQUIREMENTS. 7.PLACE WARNING TAPE 1 FOOT ABOVE ALL BURIED PIPES AND CONDUITS. PLACE WARNING TAPE 1 FOOT ABOVE ALL BURIED PIPES AND CONDUITS. 8. TRACER WIRE SHALL BE 12 GAUGE (MINIMUM THICKNESS) INSULATED SOLID COPPER WIRE. INSULATION SHALL TRACER WIRE SHALL BE 12 GAUGE (MINIMUM THICKNESS) INSULATED SOLID COPPER WIRE. INSULATION SHALL BE 30 MIL HDPE. PLANS SHALL SPECIFY WIRE STRENGTH AND INSULATION THICKNESS FOR BORING BE 30 MIL HDPE. PLANS SHALL SPECIFY WIRE STRENGTH AND INSULATION THICKNESS FOR BORING APPLICATIONS. SPLICES SHALL BE CONNECTED BY WIRE NUTS, SEALED WITH AQUA SEAL OR SILICON FILLED, AND DOUBLE WRAPPED WITH U/L LISTED ELECTRICAL TAPE. TRACER WIRE COLOR SHALL BE, BLUE FOR WATER, PURPLE FOR RECLAIMED WATER, GREEN FOR SEWER AND YELLOW FOR ELECTRICAL OR FIBER OPTIC. WATER, PURPLE FOR RECLAIMED WATER, GREEN FOR SEWER AND YELLOW FOR ELECTRICAL OR FIBER OPTIC. YELLOW FOR ELECTRICAL OR FIBER OPTIC. .
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NOTE 8
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1
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1
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BEDDING MATERIAL - CLASS "A" BACKFILL (SEE NOTE 3.)
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BACKFILL TO SUBGRADE IF TRENCH IS IN AN EXISTING PAVEMENT. BACKFILL TO ORIGINAL GROUND IF TRENCH IS OUTSIDE EXISTING PAVEMENT (SEE NOTES 1., 2. & 6.)
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WARNING TAPE (SEE NOTE 7.)
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1
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2
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2
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12/19
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NOTE 2 & 3
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2
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STANDARD DETAIL FOR PUBLIC WORKS CONSTRUCTION
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NO.
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REVISION
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DATE
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C-3.1.1 (307)
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DATE
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SECTION
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CARSON CITY
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DRAWING NO.
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GENERAL NOTES
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WATER
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1.ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS PER NAC 445A.67145 (1)(a) 2.WATER MAIN SHUTDOWNS/INTERRUPTION OF WATER/FIRE SERVICE; OBTAIN TENTATIVE APPROVAL FROM WATER MAIN SHUTDOWNS/INTERRUPTION OF WATER/FIRE SERVICE; OBTAIN TENTATIVE APPROVAL FROM CARSON CITY WATER UTILITY PRIOR TO PLANNING A SHUTDOWN. APPROVAL IS REQUIRED ONE WORKING DAY PRIOR TO NOTIFICATION OF CUSTOMERS. COMMERCIAL CUSTOMERS SHALL RECEIVE 2 WORKING DAYS WRITTEN AND VERBAL NOTICE OF A SHUTDOWN. SPECIAL ARRANGEMENTS INCLUDING NIGHT TIME SHUTDOWNS MAY BE REQUIRED OF THE CONTRACTOR TO ACCOMMODATE CUSTOMER OPERATIONS. RESIDENTIAL CUSTOMERS SHALL RECEIVE 24 HOURS WRITTEN NOTICE. WHEN WORK IS PERFORMED BY CITY STAFF, THE CITY IS RESPONSIBLE FOR THE NOTIFICATION. THE CONTRACTOR IS RESPONSIBLE IN ALL OTHER CASES. A LIST SHALL BE KEPT BY THE RESPONSIBLE PARTY LISTING THE DATE, TIME AND ADDRESS OF ALL PERSONS NOTIFIED. THE PERSON NOTIFIED SHALL BE INCLUDED ON THE LIST FOR ALL COMMERCIAL CUSTOMERS. CONTACT CARSON CITY WATER UTILITY FOR PHONE NUMBERS WHEN COMMERCIAL CUSTOMERS CANNOT BE LOCATED. THE CONTRACTOR WILL BE SUBJECT TO DAMAGE CLAIMS SHOULD THEY FAIL TO NOTIFY CUSTOMERS OR MAINTAIN DOCUMENTATION OF NOTIFICATION OF CUSTOMERS. THE TOTAL TIME OF ANY WATER SERVICE INTERRUPTION IS LIMITED TO 4 HOURS MAXIMUM. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING WATER VALVES. WATER MAIN SHUTDOWNS WILL ONLY BE SCHEDULED FOR TUESDAYS, WEDNESDAYS, OR THURSDAYS, EXCLUDING THE WORKING DAYS BEFORE AND AFTER A HOLIDAY. CONTRACTOR SHALL MAKE A WRITTEN REQUEST, TO THE WATER OPERATIONS CHIEF, A MINIMUM OF 10 CALENDAR DAYS IN ADVANCE OF ANY PLANNED SHUTDOWN. 3.WATER MAINS (6 INCH THRU 12 INCH) SHALL BE PVC C900, DR 18 (MINIMUM WALL THICKNESS) WATER MAINS (6 INCH THRU 12 INCH) SHALL BE PVC C900, DR 18 (MINIMUM WALL THICKNESS) UNLESS HIGHER PRESSURE IS SPECIFIED ON THE PLANS. WATER SERVICES 2 INCHES OR LESS SHALL BE CTS 901, PE TUBING MINIMUM 200 PSI; WATER SERVICES 3 INCHES OR GREATER SHALL BE 4 INCH MINIMUM DIAMETER PVC C900, DR 18 OR AS SPECIFIED ON THE PLANS. 4.MAINTAIN 18 INCHES VERTICAL AND 5 FEET HORIZONTAL SEPARATION BETWEEN ALL UNDERGROUND MAINTAIN 18 INCHES VERTICAL AND 5 FEET HORIZONTAL SEPARATION BETWEEN ALL UNDERGROUND UTILITY LINES AND WATER LINES. IF WATER LINE IS BELOW POWER LINE OR IS WITHIN 18 INCH VERTICAL SEPARATION OF POWER LINE, POWER/TELEPHONE LINE SHALL BE ENCASED WITH 4 INCHES MINIMUM OF CONCRETE EXTENDING 5 FEET EACH SIDE OF CROSSING. (SEE NV ENERGY SPECS.) CONCRETE ENCASEMENT OF WATER LINES IS NOT ALLOWED. 5.ALL HOT TAPS, GREATER THAN 2 INCHES AND LESS THAN 14 INCHES, ARE TO BE PERFORMED BY ALL HOT TAPS, GREATER THAN 2 INCHES AND LESS THAN 14 INCHES, ARE TO BE PERFORMED BY CARSON CITY WATER UTILITY. THE CONTRACTOR SHALL CONTACT THE WATER OPERATIONS SUPERVISOR AT LEAST 2 WORKING DAYS PRIOR TO SCHEDULING HOT TAP DATE AND TIME (HOT TAPS ARE PERFORMED TUESDAY THRU THURSDAY EXCLUDING THE WORKING DAYS BEFORE AND AFTER A HOLIDAY). PRIOR TO HOT TAPPING, THE SADDLE SHALL BE HYDROSTATICALLY PRESSURE TESTED TO 150 PSI MINIMUM OR THE DESIGN OF PIPE SYSTEM FOR A MINIMUM OF 5 MINUTES. THE TEST SHALL BE PERFORMED IN THE PRESENCE OF THE WATER UTILITY PERSONNEL PRIOR TO PERFORMING THE TAP. FOR ALL TAPS PERFORMED BY THE CONTRACTOR, ALL TAPPING EQUIPMENT SHALL BE INSPECTED BY AND DISINFECTED IN THE PRESENCE OF CITY FORCES PRIOR TO TAPPING A CITY MAIN. 6.WATER VALVE MARKERS SHALL BE BLUE CARSONITE UTILITY MARKER (CUM-375), 5 FEET-2 INCHES WATER VALVE MARKERS SHALL BE BLUE CARSONITE UTILITY MARKER (CUM-375), 5 FEET-2 INCHES (5'-2") WITH CARSON CITY WATER VALVE DECAL (CWV-116) OR APPROVED EQUAL. PLACE MARKER NO MORE THAN 5 FEET FROM THE VALVE OR AS DIRECTED BY THE CARSON CITY INSPECTOR. 7.REDUCED PRESSURE PRINCIPLE AND DOUBLE CHECK VALVE BACKFLOW ASSEMBLIES SHALL BE REDUCED PRESSURE PRINCIPLE AND DOUBLE CHECK VALVE BACKFLOW ASSEMBLIES SHALL BE APPROVED BY THE CARSON CITY INSPECTOR, AND TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER, AND TEST RESULTS SHALL BE APPROVED BY CARSON CITY WATER UTILITY. FOR NEW WATER METER SETS, THE REQUIRED BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED, INSPECTED, APPROVED AND CERTIFIED TEST RESULTS PROVIDED TO THE CARSON CITY INSPECTOR WITHIN 5 DAYS OF METER SET, UNLESS THE CARSON CITY ENGINEER OR PUBLIC WORKS DIRECTOR APPROVES OTHERWISE. THE SERVICE WILL BE LOCKED OFF IF INSPECTIONS AND CERTIFICATIONS ARE NOT COMPLETED AS SPECIFIED ABOVE. A 25 DOLLAR FEE WILL BE ASSESSED AT TIME OF TURN-ON WHEN LOCK IS REMOVED DURING NORMAL WORKING HOURS. THE FEE WILL BE ASSESSED ON THE BUILDING PERMIT FOR THE INSTALLATION OF THE BACKFLOW DEVICE. 8.ALL WATER MAIN, WATER/FIRE SERVICE, AND BACKFLOW PREVENTION INSPECTIONS AND TESTING MUST ALL WATER MAIN, WATER/FIRE SERVICE, AND BACKFLOW PREVENTION INSPECTIONS AND TESTING MUST BE APPROVED PRIOR TO APPROVAL OF ANY CERTIFICATE OF OCCUPANCY. 9.DISINFECTION TABLETS SHALL BE PLACED USING TITEBOND MULTI-PURPOSE CLEAR 100% SILICONE OR DISINFECTION TABLETS SHALL BE PLACED USING TITEBOND MULTI-PURPOSE CLEAR 100% SILICONE OR APPROVED EQUAL FOOD GRADE SILICONE.
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1
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NOTE 1,3,4
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2
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DEC 2019
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9/17
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APPROVED BY:
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1
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1
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2
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NOTE 1
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12/19
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12/19
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1
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STANDARD DETAIL FOR PUBLIC WORKS CONSTRUCTION
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NO.
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REVISION
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DATE
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C-3.1.10
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DATE
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SECTION
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CARSON CITY
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DRAWING NO.
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AIR RELEASE
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FINISH GRADE
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WATER MAIN
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SLOPE
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SLOPE
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24" MIN.
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30" MIN.
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12"
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6"
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MIN.
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2"
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3/4" UNION
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SEAL W/ EXPANDING FOAM
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6"
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6"
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6"
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12"
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MIN.
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MIN.
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NTS
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BRASS NIPPLE
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SCH 40 PVC
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24" X 13" CONCRETE BOX CHRISTY B1324 OR APPROVED EQUAL W/ H20 TRAFFIC RATED GALVANIZED LID LABELED "WATER"
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VAL-MATIC #22, AIR
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RELEASE VALVE OR
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APPROVED EQUAL. (SEE
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NOTE 1.)
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JAN 2020
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(203,307)
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COMPACTED CLASS C BACKFILL OR AGG BASE (SSPWC 200.03.04 & 200.01)
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POLYETHYLENE TUBING (SEE DWGS. C-3.2.1 & C-1.2.1) (SIZE PER DESIGN, SEE NOTE 1.) MAINTAIN POSITIVE SLOPE (SEE NOTE 3.)
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TRACER WIRE (BLUE) (SEE DWG. C-1.2.1) EXTEND INTO BOX 48" MIN.
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BALL CURB VALVE (SIZE PER DESIGN, SEE NOTE 1.)
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BRASS NIPPLE
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BRASS ELBOW
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BRASS ELBOW
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BRASS NIPPLE
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1.SIZE AND PRESSURE CLASS AS INDICATED ON THE PLANS, SHALL BE DETERMINED BY THE DESIGN SIZE AND PRESSURE CLASS AS INDICATED ON THE PLANS, SHALL BE DETERMINED BY THE DESIGN ENGINEER, MINIMUM SIZE 3/4 INCH. CORP BALL VALVE SHALL BE MUELLER B-20013 OR B-2969, OR FORD FB-500-x WITH MALE I.P. THREADS BOTHENDS OR APPROVED EQUAL. ELBOW COUPLING ENDS OR APPROVED EQUAL. ELBOW COUPLING SHALL BE MUELLER H-15533 FEMALE I.P. THREAD X CTS 110 COMP, OR FORD L14-xx-Q FEMALE IP THREAD X QUICK JOINT, W/ TUBING LINER OR APPROVED EQUAL. BALL CURB VALVE SHALL BE MUELLER B-25171N OR FORD B41-xxx-NL FEMALE I.P. X CTS 110 OR APPROVED EQUAL. FEMALE I.P. X CTS 110 OR APPROVED EQUAL. VALVE SHALL BE EPOXY COATED PER ANSI/AWWA C550 2.AIR RELEASE VALVES SHALL BE INSTALLED OUTSIDE PAVEMENT SECTION. SLOPE GROUND AWAY FROM AIR RELEASE VALVES SHALL BE INSTALLED OUTSIDE PAVEMENT SECTION. SLOPE GROUND AWAY FROM AIR RELEASE VALVE BOX OR CONSTRUCT MINIMUM HEIGHT CURBING TO PROTECT FROM FLOODING BY SURFACE WATERS. 3.ALL PIPES SHALL HAVE POSITIVE SLOPE FROM MAIN LINE TO AIR RELEASE VALVE. ALL PIPES SHALL HAVE POSITIVE SLOPE FROM MAIN LINE TO AIR RELEASE VALVE. 4.1 1/2 INCH TO 2 INCH AIR-RELEASE VALVES REQUIRE A CHRISTY FL36 BOX AND COVER OR 1 1/2 INCH TO 2 INCH AIR-RELEASE VALVES REQUIRE A CHRISTY FL36 BOX AND COVER OR APPROVED EQUAL. 5. STEEL PIPE PAINT SHALL BE RUST-OLEUM 7400 HIGH GLOSS SAFETY YELLOW ALKYD ENAMEL OR STEEL PIPE PAINT SHALL BE RUST-OLEUM 7400 HIGH GLOSS SAFETY YELLOW ALKYD ENAMEL OR APPROVED EQUAL.
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SERVICE SADDLE W/ CORP. BALL VALVE, TAP ON TOP OF PIPE (SEE NOTE 1 & DWG. C-3.2.2)
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TRACER WIRE (BLUE) (SEE DWG. C-3.2.1 & C-1.2.1) TAPE EVERY 5' TO PE TUBING
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POTABLE WATER
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"McDONALD" BRAND VENT CAP OR APPROVED EQUAL WITH SCREEN THAT IS 22 TO 24 MESH PER INCH [NAC 445A.67135 (3) (b)]
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4" CLOSED CELL POLYETHYLENE FOAM (2.2 LB/CU FT MAX) W/ HANDLES-CUT FOAM TO FIT TIGHTLY
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1/20
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EPOXY COATING
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1
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1
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CROWN CONCRETE FILL TO PREVENT STANDING WATER
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3/4" GALV. PIPE W/ 10 MIL. PIPE WRAP
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4" DIA. STEEL PIPE, PAINTED & FILLED WITH CONCRETE PLACED PLUMB & LEVEL IN 12" OF CONCRETE (SEE NOTE 5).
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BACK OF WALK
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CONSTRUCT SUPPORT BRACKETS. USE "UNI-STRUT" AND PIPE CLAMPS OR APPROVED EQUAL
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ELBOW COUPLING (SEE NOTE 1)
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SEAL WITH EXPANDING FOAM
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%%uNOTES:
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%%UTYPICAL SECTION
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STANDARD DETAIL FOR PUBLIC WORKS CONSTRUCTION
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NO.
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DATE
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REVISION
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WATER SAMPLING
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DATE
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C-3.1.15
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DRAWING NO.
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CARSON CITY
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SECTION
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%%uNOTES:
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STATION
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(203)
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1. SAMPLING STATIONS SHALL HAVE A 3/4" FIP INLET AND UNTHREADED NOZZLE. SAMPLING STATIONS SHALL HAVE A 3/4" FIP INLET AND UNTHREADED NOZZLE. SAMPLING STATIONS SHALL HAVE A 3/4" FIP INLET AND UNTHREADED NOZZLE. 2. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NONREMOVABLE, ALUMINUM CAST HOUSING. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NONREMOVABLE, ALUMINUM CAST HOUSING. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NONREMOVABLE, ALUMINUM CAST HOUSING. 3. WHEN OPENED THE STATION SHALL NOT REQUIRE A KEY FOR OPERATION, AND WATER WILL FLOW IN AN ALL BRASS WHEN OPENED THE STATION SHALL NOT REQUIRE A KEY FOR OPERATION, AND WATER WILL FLOW IN AN ALL BRASS WHEN OPENED THE STATION SHALL NOT REQUIRE A KEY FOR OPERATION, AND WATER WILL FLOW IN AN ALL BRASS WATERWAY. WATERWAY. 4. ALL WORKING PARTS SHALL BE BRASS AND REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. EXTERIOR PIPING SHALL ALL WORKING PARTS SHALL BE BRASS AND REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. EXTERIOR PIPING SHALL ALL WORKING PARTS SHALL BE BRASS AND REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. EXTERIOR PIPING SHALL BE BRASS OR GALVANIZED STEEL. BE BRASS OR GALVANIZED STEEL. 5. A COPPER VENT TUBE WILL ENABLE EACH STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND A COPPER VENT TUBE WILL ENABLE EACH STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND A COPPER VENT TUBE WILL ENABLE EACH STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND MINIMIZE BACTERIA GROWTH. MINIMIZE BACTERIA GROWTH. 6. SAMPLING STATIONS SHALL BE KUPFERLE FOUNDRY CO. ECLIPSE #88 OR APPROVED EQUAL. SAMPLING STATIONS SHALL BE KUPFERLE FOUNDRY CO. ECLIPSE #88 OR APPROVED EQUAL.SAMPLING STATIONS SHALL BE KUPFERLE FOUNDRY CO. ECLIPSE #88 OR APPROVED EQUAL.
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JAN 2020
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24" MIN.
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MAIN
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CLEAR
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30" MIN.
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COVER
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INSTALL SERVICE PER DETAIL C-3.2.1
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MAINT. POSITIVE SLOPE
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TRACER WIRE
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INSTALL FORD B66-333-NL BALL VALVE
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INSTALL VALVE BOX PER DETAIL C-3.1.4
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NOTCH RISER AROUND PIPE
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3/4" ELBOW (PE x FPT)
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ALUMINUM HOUSING
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SAMPLING STATION (SEE NOTE 6)
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1" GALV STEEL EXTERIOR CASING PIPE
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COPPER VENT TUBE W/ 1/4" PET COCK OR 1/4" BALL VALVE
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ALUMINUM BASE
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CORP STOP
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FINISH GRADE
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12"x 12" CONCRETE SUPPORT BLOCK
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C-5.3.8
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SINGLE ADJACENT
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LINEAR CURB RAMP
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5' MIN
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NTS
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4" AGG BASE
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%%uSECTION A-A%%U
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6' MIN
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8.3%%% MAX SLOPE
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%%uPLAN%%U
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A
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0" CURB FACE
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(SEE DWG C-5.3.10)
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NTS
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A
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FULL
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HEIGHT
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0"
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CURB
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CURB
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< 15' R
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1.5%%%
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1.5%%%
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8.3%%%
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SIDEWALK
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TYPE "A"
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FACE
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CURB TRANSITION
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ZONE
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0"
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CURB
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FACE
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FULL
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HEIGHT
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CURB
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1.5%%%
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1.LINEAR SINGLE TRANSITION CURB RAMP TO BE USED ONLY AT RETURNS HAVING LESS THAN A 15 LINEAR SINGLE TRANSITION CURB RAMP TO BE USED ONLY AT RETURNS HAVING LESS THAN A 15 FOOT RADIUS. 2.NOT FOR USE WITH OFFSET SIDEWALKS. NOT FOR USE WITH OFFSET SIDEWALKS. 3.RETAINING CURBS ARE TO BE USED IN ALL CASES AND EXISTING GRADE AT BACK OF RETAINING CURBS ARE TO BE USED IN ALL CASES AND EXISTING GRADE AT BACK OF SIDEWALK IS TO BERAISED TO TOP OF RETAINING CURB ELEVATION. RAISED TO TOP OF RETAINING CURB ELEVATION. 4.SEE "CURB RAMP GENERAL NOTES" DWG C-5.3.1 FOR FURTHER REQUIREMENTS.SEE "CURB RAMP GENERAL NOTES" DWG C-5.3.1 FOR FURTHER REQUIREMENTS.
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6' MIN
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8.3%%% MAX
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1/2" EXPANSION JOINT
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CAST IRON DETECTABLE
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WARNING PLATES
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PCC RETAINING CURB
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4" CONCRETE
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MAX
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%%UNOTES:
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CAST IRON DETECTABLE WARNING PLATES FULL WIDTH OF LANDING
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PCC RETAINING CURB
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TYPE 1 CURB & GUTTER
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1
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MAX
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1
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NO.
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DATE
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REVISION
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DATE
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DRAWING NO.
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CARSON CITY
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SECTION
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RET CURB DTL
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JAN 2020
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1/20
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C-5.3.9
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MID BLOCK
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CURB RAMP
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NTS
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%%UDETAIL 1
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NTS
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%%USECTION A-A
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A
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A
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JOINT
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SEE DETAIL 1
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1.5%%%
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8.3%%%
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8.3%%%
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%%UNOTES:
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WARNING PLATES
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2'
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2'
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FULL WIDTH OF LANDING
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CAST IRON DETECTABLE
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WARNING PLATES
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CAST IRON DETECTABLE
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SIDEWALK
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TYPE "A"
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5' MIN.
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6' MIN.
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4" MIN.
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SEE DETAIL "1"
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6" MIN.
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1.5%%%
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6' MIN.
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& GUTTER
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2' CURB
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5' MIN.
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5' MIN.
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VARIES DEPENDING ON
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WIDTH OF SIDEWALK
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1/2" EXPANSION
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RETAINING CURB
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1.RETAINING CURB TO BE USED IN ALL CASES. MAINTAIN SLOPE OF SIDEWALK OUTSIDE OF CURB RETAINING CURB TO BE USED IN ALL CASES. MAINTAIN SLOPE OF SIDEWALK OUTSIDE OF CURB RAMP. RAMP. 2.SEE "CURB RAMP GENERAL NOTES" DWG C-5.3.1 FOR FURTHER REQUIREMENTS.SEE "CURB RAMP GENERAL NOTES" DWG C-5.3.1 FOR FURTHER REQUIREMENTS.
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NTS
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%%UPLAN
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CURB & GUTTER
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P.C.C. RETAINING CURB (SEE DWG C-5.3.10) ELEV TO MATCH BACK OF SIDEWALK ADJACENT TO CURB RAMP
