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Home My WebLink About3397-3F.. -4 CONT. 4 @ 48" I 31-0" is 2 4 SPLASH WALL DETAIL SCALE: NTS 6 #"N N ` A. # ! !" CONCRETE SPLIT—FACE BLOCK, COLOR _ # • MATCH RESTROOM GROUT REBAR O.C., INTO OOTING D ALTERNATE BENDS AS SHOWN. C. CONTINUOUS O D CONCRETESPLIT-FACEBLOCK, O O MATCH RESTROOM RO iti GROUT • ID B. �,4 VERT REBAR @ 24" O.C. EXTEND INTO OOTING AND ALTERNATE BENDS AS SHOWN. C. CONTINUOUS CONCRETEFOOTING. 1 REBAR HORIZONTAL. 6- t 3 3)L_sc�ALE. 0'°RTAININALAXTYPEIII NTS THIS PLAN IS FOR RETAINING WALL ONLY AND GRADING FIB a 1'-0" 1 8" 10" 2'-6" y 3 M. A. ♦ # ♦CONCRETE BLOCK, O O •. O MATCH RESTROOM REBAR O.C.O OOTING AND ALTERNATE► O CONCRETE O REBAR HORIZONTAL. @ s f'c = 2000 PSI f = 60000 PSI f m= 1500 PSI ALL RETAINING CELLS FULLY GROUTED STEEL fy = 60 ksi CMU: f m = 1500 psi, type '" OR 'S' Mortar SOIL. Bearing pressure 2000 PSF MIN (12" MIN) PLUS 20% EACH ADDITIONAL FOOT OF WIDTH AND/OR DEPTH TO A MAXIMUM VALUE OF 2500 PSF Active Pressure Level EFP 40 PSF Slope EFP 55 PSF Passive Pressure 250 PSF NOTE: Coeff. Friction 0.35 1. USE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997, EDITION FOR CONSTRUCTION. 2. USE MIN 18" OF DEVELOPMENT LENGTH FOR #4 BAR. 3. ANY MODIFICATIONS TO THE WALL SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO CONSTRUCTION. 4. ALL MODIFICATIONS SHALL BE PERFORMED IN ACCORDANCE NTH ACI -318, ACI -530 AND UBC. NOTE: SEE LANDSCAPE PLANS FOR MALL MATERIALS AND COLOR SPECIFICATIONS LEGENM A. �2) 8"X6"X16" CONCRETE SPLIT—FACE BLOCK, ROUT ALL CELLS SOLID. B. 4 VERT REBAR @ 24" O.C. EXTEND INTO DOTING AND ALTERNATE BENDS AS SHOWN. C. CONTINUOUS CONCRETE FOOTING NTH #4 REBAR @ 24" C.C. D. #4 REBAR HORIZONTAL. @ 16" OC E. POURED—IN—PLACE CONCRETE SIGN WALL, 8" THICK MIN. 3 8 PARKMONUMENT SIGN SCALE: NTS III A 12 1WIDTH OF WAL "BLOCKS FOR EASE OF WALL LOADING CALCULATION THE ABOVE CRITERIA ASSUffi`ES THAT LOW EXPANSFTt SOILS ARE USED AS BAC�FILL, Aft� THAT 1 t PRESSURESNOT ALLOWED TO BUILD UP: D THE WALL. UPWARDPOSSITIVE DRAINAGE MUST BE PROVIDED BEHIND ALL RETAINING WALLS IN THE FORM OF PERFORATED PIPE PLACED WITHIN GRAVEL WRAPPED IN GEOFABRIC AND OUTLETS. A BACKDRAIN SYSTEM IS CONSIDERED NECESSARY FOR RETAINING WALLS THAT ARE 2 FEET OR GREATER IN HEIGHT. BACKDRAINS SHOULD CONSIST OF A 4—INCH DIAMETER PERFORATED PVC OR ABS PIPE ENCASED IN EITHER CLASS 2 PERMEABLE FILTER MATERIAL OR 1/2— TO 3/4—INCH GRAVEL WRAPPED IN APPROVED FILTER FABRIC (MIRAFI 140 OR EQUIVALENT). THE FILTER MATERIAL SHOULD EXTEND A MINIMUM OF ONE HORIZONTAL FOOT BEHIND THE BASE OF THE WALLS AND ONE FOOT.OUTLETS SHOULD CONSIST OF A 4—INCH DIAMETER c:. . i 1 PVC OR ABS PIPE #1, CD O MORE GREATER a.. 100± FEET APART. THE USED OF WEEP HOLES IN WALL HIGHER THAN 2 FEET SHOULD NOT BE CONSIDERED. THE SURFACE OF THE BACKFILL SHOULD BE SEALED BY PAVEMENT OR THE TOP 18 INCHES COMPACTED NTH RELATIVELY IMPERMEABLE SOIL. PROPER SURFACE DRAINAGE SHOULD ALSO BE PROVIDED. CONSIDERATION SHOULD BE GIVEN WHEN APPLYING A WATERPROOF MEMBRANE TO ALL RETAINING STRUCTURES. THE USE OF A BE FOR CONCRETE AND MASONRY y -_. 1i JOINTS. 7 ■ ! i ALL ESMT EASEMENT 42 TC TOP OF CURE ELEVATION 43 FS FINISHED SURFACE ELEVATION 44 FL FLOW LINE ELEVATION FG FINISHED GROUND ELEVATION 45 ---- DAYLIGHT LINE46 ® TRACT BOUNDARY / PROPERTY LINE 8U.0 PAD ELEVATION H. P. HIGH POINT ELEVATION 1% 8C`O DIRECTION OF FLOC! AND GRADE RATE EXISTING SPOT ELEVATION ®R RIDGE LINE GB GRADE BREAK TVA TOP OF WALL TF TOP OF FOOTING TRW TOP OF RETAINING WALL —�^ INDICATES PROPOSED SLOPE INDICATES RETAINING WALL ® 80 PROPOSED FINISHED GRADE CONTOUR EXISTING CONTOUR NTS NOT TO SCALE TRACT BOUNDARY L.L. LEVEL LINE TYP TYPICAL LP LOW POINT PUE PUBLIC UTILITY EASEMENT TS TOP OF STEP TW TOP OF WALL TF TOP OF FOOTING FF FINISH FLOOR PE PAD ELEVATION TG TOP OF GRATE t� du CONST PAVEMENT COMPACTED NATIVE MATERIAL CONST #B PER DETAIL ON SHEET 1. GUTTERCONST 36" V PER DETAIL ON SHEET INSTALLCONST 6" CURB & GUTTER PER DETAIL ON SHEET 1. CONST HANDICAP RAMP, PER APWA STD. 111-2 (CASE—A), TYPE 2 BROOKS PRODUCTS a APPROVED R VD . i y if DETAIL ..,,.. -� of INSTALL BROOKS : 3U � O _ PRODUCTS J ADA APPROVED +�GRATE PER DETAIL ' HEREON. INSTALL 24- RCP, 2500D INSTALL BROOKS PRODUCTS 3636 CB OR APPROVED EQUAL PER DETAIL HEREON. INSTALL EXTRA STRENGTH 8" VCP SEWER. INSTALL SANITARY SEWER MANHOLE PER APWA STD. 201-0. MOW STRIP PER DPLAN CONST 4" CONC. SIDEWALK (SEE LANDSCAPE ARCHITECTS PLANS). TRASH/DUMPINSTALL 6" SDR -35 PVC PIPE CONST 4" CONC. SIDEWALK (SEE LANDSCAPE ARCHITECTS PLANS). ENCLOSURELANDSCAPE ARCHITECTS PER CITY-OFOAD DETAIL INSTALL REDWOOD HEADER STAIRWAYINSTALL 12" SDR -35 PVC PIPE LANDSCAPEARCHITECTS BLEACHERS- LANDSCAPE CONSTRUCTSPLASHWALL PER DETAIL LANDSCAPEINSTALL SEWER LATERAL CLEANOUT PER CITY STD. 125 AND 125B. IRINKING FOUNTAIN PER LANDSCAPE ARCHITECT'S PLANS INSTALL EXTRA STRENGTH 4" VCP SEWER LATERAL PER CITY STD 125 CONSTRUCT RETAINING WALL TYPE III (MATERIALS DETAIL PER ARCHITECT'S DETAILCONSTRUCT TRASH ENCLOSURE WALL (MATERIALS -DETAIL PER LANDSCAPE ARCHITECT'S PLANS) SEE SHEET INSTALL BROOKS PRODUCTS 2424 CB OR APPROVED EQUAL PER DETAIL HEREON. t CONSTRUCTCONSTRUCT 12"x12" CATCH BASIN WITH NDS 990 9" SQUARE GRATE OR PPROVED INSTALL MONUMENT SIGN (MATERIALS DETAIL PER LANDSCAPE ARCHITECT'S PLANS) INSTALL 1/2- COPPER WATER LINE CONSTRUCT PICNIC TABLE AREA PER LANDSCAPE ARCHITECT'S PLAN CONCRETE COLLAR PER APWA STID 380-2 CONSTRUCT JUNC11ON STRUCTURE # CITY STD DETAIL 116 CONSTRUCT CATCH BASIN # APWA STD. PLAN 00PER PLAN) f 1. CROSS SLOPENOT TO EXCEED 2% Y LONGITUDINAL2. LANDINGS3. ALL # l SOME RADE ELEVATION VALUES ,R ABBREVIATED. WHERE ABBREVIATED GRADE OCCURS,i1 1500 TO THE VALUE TO OBTAIN f i ! 20 '0 . _ _- T scale feet mmO . DESCRIPTION N i 00 0 d /-k rur5LIU 3tMVIUr- DI ukvuc UMIJUNU 3tRVIUL MLLR€ ICD--�' CTY ENGINEER R.C.E. 51i` 2 -DVT-"'