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NEENAH R-250 <br />FINAL SITE PLAN — ESC 1 <br />30" DIA. <br />a e <br />° <br />FILLET TO BE 1 /2 <br />OUTLET DIA. OF PIPE d <br />PIPE <br />a � <br />d ° ° a <br />97 ° ° <br />• d ° a ° ° a a <br />d <br />STANDARD INLET <br />SCALE: NTS <br />PLUG <br />8„ TARRED FELT DISK <br />MIN. <br />GRADE <br />d <br />Z-1 <br />CLASS "A" CONC. PAD —j <br />O.D. JACKET PLUS 16" <br />8" MIN THICKNESS <br />45 CUT ELBOW <br />MASONRY RINGS TO BE USED <br />IF NECESSARY TO BRING <br />FRAME TO GRADE <br />PRE —CAST CONCRETE, 6" <br />MIN. THICKNESS <br />N <br />12�� MIN <br />BLOCKING CLASS "A" CONCRETE <br />TYPICAL CLEAN -OUT <br />SCALE: NTS <br />ANCHOR BOLTS AS RECOMMENDED <br />BY MANUFACTURER'S <br />DOUBLE LEVELING NUTS <br />1" CHAMFER <br />CONCRETE FOOTING 0 <br />3000# P.S.I. <br />A I <br />00 <br />w <br />F_ <br />U <br />L <br />a 4 <br />3/4" PVC CONDUIT, :2 <br />2 MINIMUM a ° <br />1 •a <br />AS SPECIFIED BY LIGHT AND <br />POLE MANUFACTURER <br />BASE DI . <br />8—#6 VERTICAL <br />REINFORCING BARS <br />3/8" 0 ROD FOR <br />LIFTING <br />PLUG <br />1�-DEPTH SOCKET <br />I.D. SOCKET <br />SAME SIZE AS SEWER MAIN <br />45' CUT ELBOW <br />NOTES: 1 " X 8'-6" LONG GROUND ROD WITH <br />1. INSTALLATION TO BE COMPLETED IN ACCORDANCE ELECTROLYTE COPPER OVER A RIGID STEEL <br />WITH MANUFACTURER'S SPECIFICATIONS. CORE TO BE DRIVEN INTO GROUND. <br />2. DO NOT SCALE DRAWINGS. 1" X 8'-6" GROUND ROD <br />3. WIDTH AND DEPTH OF FOOTING DETERMINED BY 3/4" CONDUIT (2 MIN.) EACH BASE <br />SIZE OF POLE. OR AS CALLED FOR. CAP ANY UNUSED <br />O CONDUIT FOR FUTURE USE. <br />O . <br />O 8—#6 VERTICAL REINFORCING BARS <br />ANCHOR BOLT (TYP. OF 4). <br />PROVIDE AND INSTALL PER POLE <br />PLAN VIEW MANUFACTURER'S REQUIREMENTS. <br />STANDARD LIGHT BASE <br />SCALE: NTS <br />** CONTRACTOR SHALL REVIEW ENTIRE PLAN <br />SET AND NOTIFY ENGINEER OF DISCREPANCIES <br />FOUND ON PLAN FOR FURTHER CLARIFICATION <br />AND/OR REVISIONS, PRIOR TO CONSTRUCTION <br />F� 5.0' <br />BLUE BACKGROUND - MIX SAND INTO <br />BLUE PAINT FOR TEXTURED SURFACE <br />O <br />WHITE HANDICAP SYMBOL <br />DIMENSIONED PER ADA STANDARD <br />ACCESSIBLE SYMBOL SHALL COMPLY <br />WITH ALL APPLICABLE SECTIONS OF <br />THE AMERICANS WITH DISABILITIES <br />ACT. <br />ACCESSIBLE LOGO/PAVEMENT <br />SCALE: NTS <br />TOP OF CURB +6" <br />BOTTOM OF CURB +6" 6' 6' 6' GROOVED FINISH <br />CONCRETE <br />PER ADA <br />GROOVED FINISH TOP OF CURB +6" <br />CONCRETE TOP OF CURB +6" BOTTOM OF CURB +6" <br />PER ADA BOTTOM OF CURB 0" <br />TOP OF RAMP BOTTOM OF RAMP I I TOP OFRAMP <br />6"011 6 <br />TOP OF CURB 0" — <br />TOP OF CURB +6" BOTTOM OF CURB 0" <br />BOTTOM OF CURB 0" <br />A.D.A. RAMP DETAIL <br />NOT TO SCALE <br />BACK —FILL — IN STREETS. ALLEYS. <br />OR DRIVING AREAS: <br />6" LAYERS, SOLIDLY TAMPED TO SUB —GRADE <br />OF PAVEMENT BASE. BACKFILL SHALL BE <br />COMPACTED TO 100% STANDARD PROCTOR <br />GRADE <br />BACK —FILL — IN EASEMENT OR <br />OPEN AREAS: <br />18" LAYERS SOLIDLY TAMPED. <br />MAXIMUM I WIDTH "W" <br />TOP OF CURB 0" OF CURB +6" <br />BOTTOM OF CURB TTOP <br />BOTTOM OF CURB 0" <br />ALLOWABLE MAXIMUM <br />WIDTH OF TRENCH AT <br />TOP OF PIPE <br />PIPE DIAM. <br />W <br />6„ <br />18" <br />8" <br />24" <br />10" <br />24" <br />12" <br />30" <br />15" <br />35" <br />18" <br />39" <br />AN ALLOWABLE "W" OF 30" <br />WILL BE PERMITTED WHERE <br />DEPTH OF CUT EXCEEDS <br />12 FT. AND EXTRA STRENGTH <br />PIPE IS SPECIFIED. <br />00 <br />HAND BACKFILL <br />0 <br />0 . <br />90"0' <br />o• 0 <br />0 'o <br />0 0 0, <br />MECHANICALLY TAMPED IN 4" <br />LAYERS USING SUITABLE <br />�� �� <br />����� <br />THE LOWER 90 ARC <br />OF THE <br />EXCAVATION MATERIAL. <br />BARREL OF THE PIPE <br />SHOULD <br />BE IN FIRM CONTACT <br />UNDISTURBED EARTH. <br />WITH <br />RIGID PIPE SHALL BE BEDDED <br />FIRMLY <br />FLEXIBLE <br />PIPE SHALL BE <br />ON UNDISTURBED GROUND. EXCAVATE <br />BEDDED ON A MINIMUM OF <br />FOR BELLS. NO WEIGHT SHALL <br />BE <br />4" OF CLASS I, II, II TYPE <br />SUPPORTED BY THE BELLS. <br />MATERIAL. <br />TRENCH DETAIL <br />SECTION 2 - STREETS AND PATHS <br />A Existing Private Walk <br />4 <br />5-0" W <br />40'-0" Max. <br />w <br />A 5._p.. <br />`A1 <br />Tree lawn V-0" Typ. <br />Max. <br />i Service Walk — <br />__ _ Where Permitted <br />`A <br />r <br />! CONCRETE SIDEWALK - RESIDENTIAL <br />SlopeityFt. <br />Toward Curb <br />LEGEND: <br />' q : Expansion Joint - Full Depth <br />_B Contraction Joint <br />W Width <br />5'-0" <br />T__------ <br />SECTION A -A <br />NOTES: <br />1. Class "A" concrete to be used in all walks and approaches. <br />2. "Curing Concrete"- As per INDOT Standard Specifications Section 501 <br />(Paragraph 501.20). Use a curing compound immediately (White membrane only �� `r `Y�C�1SE'16 _ <br />accepted cure). O '= <br />0. <br />3. Concrete forms shall be at least as high as the thickness of the item shown. _ <br />rI ,0 <br />LI'�ir3C9 <br />Lumber of nominal dimension shall not be used if less than the design thickness. _ <br />4. Proper compaction per INDOT Standard Specification Section 604 (Paragraph = S A I = OF :` < <br />604.03(b)) is required for all walks and approaches. <br />5. Blankets shall be utilized on concrete when temperature is expected to fall below <br />6. No wire mesh or rebar allowed in any concrete (sidewalk, approaches, curbs) <br />placed within the right of way.18 <br />6/26Date <br />LIP.E. <br />REF STDSPEC SEC 2-2 Kara . , P B yle . <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />EFFECTIVE DATE: June 26, 2018 <br />I <br />CITY OF SOUTH BEND <br />Item <br />Revision <br />Approved Date <br />STANDARDS FOR DESIGN <br />' <br />AND CONSTRUCTION <br />�rr�re�rwlTTw� err. r.°.w� �i <br />STANDARD <br />SMALL EXCAVATIONS SHOULD BE MADE FOR THE BELLS. <br />THESE SHOULD BE NO LARGER THAN NECESSARY TO <br />CLEAR THE BELL. <br />l <br />I I <br />9-1/2" <br />8" CONCRETE CURB <br />SCALE: NTS <br />SURVEYORS & ENGINEERS: <br />DANCH, HARNER & ASSOCIATES, INC. <br />1643 COMMERCE DRIVE <br />SOUTH BEND, IN. 46628 <br />(574) 234-4003 <br />ATTN: MICHAEL DANCH <br />E6" 0 CONC.—FILLED GUARD POST <br />5-0" TALL <br />6" 0 CONC. SLAB, BROOM <br />FINISH SLOPE 1 /8" PER FOOT <br />CONC. BLOCK <br />FULL HEIGHT C9x15 STEEL CHANNEL, <br />EXTEND 12" BELOW SLAB, SECURE TO <br />BLOCK W/ FOUR 2"x12" STRAPS, <br />PAINTED BLACK <br />7'-0" TALL, 6" 0 CONC.-FILLED <br />PIPE GUARD POST (TYP. OF 2), <br />PAINTED BLACK <br />6'-6" TALL CHAIN —LINK TYPE GATE. GATES <br />ARE TO BE ABLE TO BE PINNED BOTH OPEN <br />AND CLOSED (2"0 SLEEVE), GATE FRAME — 1" <br />GALV., GATE FABRIC — # GAUGE CHAIN —LINK <br />DIAGONAL BRACE ROD WITH SCREW <br />ADJUSTMENT, HINGES — 2 PER GATE, HEAVY <br />DUTY U—BOLTS BOLTED TO POSTS, LINK <br />FILLERS — VINYL STRIPS AS WIDE AS <br />ALLOWED, COLOR: WHITE AND BLACK <br />ALTERNATING, SINGLE OR PAIRS <br />­_,DED FILLER STRIPS <br />DUMPSTER ENCLOSURE PLAN <br />SCALE: NTS <br />12" 24" <br />J <br />ADA RAILING: <br />1.5" NOMINAL DIA. TUBULAR STEEL <br />HANDRAILS. <br />FINISH: POWDER COAT <br />COLOR: BLACK <br />CORE OR SURFACE MOUNT RAILING <br />TO CONCRETE PER INDUSTRY/ <br />MANUFACTURE SPECIFICATION <br />1 /2" R <br />2%, TYP. d <br />� 4 <br />a <br />d <br />a <br />000- 12" <br />24" 1 " <br />TYP. <br />< z <br />d 4 d <br />COMPACTED SUBGRADE <br />4,000 PSI CONCRETE <br />CONCRETE RISER DETAIL <br />SCALE: NTS <br />6" FACE IN PARKING LOT <br />EXPOSED FACE W/ 6" 5' <br />BROOMED SURFACE 2% SLOPE <br />2" R� 1 /4" R <br />PROPOSED ASPHALT <br />° PARKING LOT. SEE ` ° a ° < ° ° <br />° DETAIL ON THIS SHEET ° <br />d <br />4" <br />M7A ° <br />Co <br />d <br />d <br />d O <br />`**_� COMPACTED SUBGRADE <br />CONCRETE CURB AND SIDEWALK <br />SCALE: NTS <br />0 Copyright 2013 Danch, Harner <br />SCALE: NTS <br />