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Home My WebLink AboutS-1650 Map 6ROOSEVELT ROAD (EXISTING 70' R ) ---� W �o --------�--- -�- --- 6" SAN. SEWER o -�— - - - - 01 p -----�---- --- a o� o d \ ONCRETE J \ ANCRETE \ \ BRADFORD PEAR �31 \� �`— 2- � \ 12' BRADFORD PE -AR \ � � 1 2" BRADFORD PEAR \3j0� • RR X- �309_ TIES EDGEING � � \ � �307, RR X-TIES EDGEING \ u \ 306, 308� \ �305_ ASPHALT PAVEMENT 1 \ �304� I I '3Q5_ 19 v v I 1 a L la n I \ TR a O I RR X-TIES EDGEING �305, a 00 n I 1 / oY RR X-TIES EDGEING \� CONCRETE WALK \ 1 II 102, // RPZ VA ® ✓299 a �M/�iY .ASPHALT\ PAVEMENT Gv . \ 1 RQ F i+EAOWALL o \ \ I I v 1�2 ¢=z9s 5 I $ 1-STORY METAL BUILDING \ \ \I \ \ FFE = 303.37 0 I v 1 5% MAX. SLOPE ..avowal=ON SIDEWALK CC: � s l I 35.80' �0 / II o CONCRETE ZI 297 / 301.3 -----_ 302— --- ---- _301- \ 00- 19 - : \3:1 LOPE MAX. \ `'� I - 3 `\ \ \ �� / NEW CONSTRUCTION a \ V Q v PROPCEED ONE STORY - / BUILDING WITH MEZZANINE. \ J \ �2 - - - - - - - - h \ 1 \ \ (9,193 S.F.) Y� / \ $ Z I N \ FFE = 302.5 Z RETAINING WALL / I 3 0 7 I 299- 298 /QI / 2.96- - - — I NEW S'DEWA6tca02.3 1 296 10" IP WELDED GAS LINE 21-295-------/ / - -Q i -294- � ��----------- 29 5- �` I � \ �� _2�-3------------ - - -------294-� --- \ J / �- �292------------ -----------------293-- �'28------- - - - - -- -292-- - - - - - - - - - �91 / - --------------------290--- ��Fol - 9----- �289- �� 0==_-______ -G1'SO - TBM. RR SPIKE IN POWER POLE AT X1S�+NGrSCF cRATEiNLEr E'- - - - - NORTHWEST CORNER OF BUILDING. — — � � _ _ _ , -- — ^1 / - - - - -- - - - - - - -NtET_ - - __ = NC _ - �288- ELEV. 302.79 AVATE BA 2 0 ,2g6ANCADDITIONAL 3N WIDTH FORN120'SILENGTH. GRAPHIC SCALE /HANDRAIL TOP ELEVATION _,-ATTACH TO SIDEWALK r PROVIDE DETAIL TO ARCHITECT CAP UNIT ADHERES IMPERVIOUS FILL TO TOP UNIT SIDEWALK / 12" DEEP W/VERSA-LOK CONCRETE ADHESIVE--\ � PANEL HEIGHT -\,o 1� - VERSA-LOK MOSAIC CONCRETE UNITS io (COBBLE, ACCENT AND STANDARD UNITS) SQUARE CUT OR FLAT FACE UNITS w 8.6 FROM VERTICAL WALL BATTER \ J TOE ELEVATIONS �rJ� VERSA-LOK STANDARD UNIT (BASE COURSE) GEOSYNTHETIC REINFORCEMENT SEE PROFILE DRAWINGS FOR LENGTH, TYPE, AND SPACING 12" THICK MIN. DRAINAGE AGGREGATE REINFORCED BACKFILL �-4" DIA. (MIN.) DRAIN PIPE OUTLET ® END OF WALL OR ® 40' CENTERS MAX. SLOPE TO DRAIN (1/8"/FT.) IMPERVIOUS FILL GRANULAR LEVELING PAD -/ MIN. 6" THICK TYPICAL SECTION —REINFORCED RETAINING WALL SCALE: NONE THESE CONSTRUCTION DETAILS ARE INTENDED AS AN AID IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WITH THE VERSA-LOK MOSAIC SYSTEM, OR EQUAL. A FINAL PROJECT SPECIFIC DESIGN SHOULD BE PREPARED BY A QUALIFIED, LICENSED, PROFESSIONAL ENGINEER HIRED BY THE CONTRACTOR. PIN HOLES AND SLOTS FOR 3/4 SETBACK WALL CONSTRUCTION 3; :�:••l:: :•.< .• / STRAIGHT SPLIT FACE VERSA—LOK STANDARD UNIT UNIT DIMENSIONS SCALE: NONE DETENTION CALCULATIONS IMPERVIOUS AREA NEW BUILDING = 10,329 SF OR 0.24 AC. 25 YEAR STORM EXISTING CONDITION C1 = 0.45 (CLAY ® 7% SLOPE) T1 = 8.5 MIN. (100 LF 0 7% SLOPE) 11 = 7.6 DEVELOPED CONDITION C2 = 1.0 T2 = 5 MIN. 12 = 8.4 DESIGN DISCHARGE 0=C1 X11 XA=0.45X7.6X2.4=0.82CFS USE 8"PIPE DIFERENTIAL RUNOFF RATE R=C2X12-C1 X11=1.0X8.4-0.45X7.6=4,98 TOTAL VOLUME OF DETENTION V= R X A X T X 60 = 4.98 X 0.24 X 5 X 60 = 359 CF ''S/ 9' TTEE -- -�i •••••ARIEN AS•• REGISTERED PROFESSIONAL ENGINEER "o No.4685 ► P '•yN R. P0*\' toi SPLITTING GROOVE FOR HALF UNIT -or- A(jjy.,. •vQ" 09. [l THOMAS D —, N4 0 0 No.94 ?° A BACK OF NEW CURB GRASS AREA - SIDEWALKS SHALL BE TOOLED AT LEAST 20% OF THE FULL DEPTH -� A OF THE SIDEWALK AT 4' INTERVALS. SIDErWMX DETAM PLAN VIER � V JVVVI\/1VL IV IJL VVMr/'.41GD TO NOT LESS THAN 95% MAX. DENSITY AS PER A.A.S.H.T.O. SUDKWAI.H SECTION A — A GRADING PLAN GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 2. WARRANTY/DISCLAIMER. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 3. SAFETY NOTICE TO CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 4. ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 5. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS ATTACHED TO BUILDINGS. zcnz 6. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUC-RRE6 2 TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR RORGk6 co GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE m z STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CON& STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET. cc) w �. t}�Z 7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE. z O z o B. THE GENERAL CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS AT END OF n PROJECT. 0-2 = o Cr 9. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BAWn z 00 FILLED WITH CRUSHED STONE. ¢ w �0Z z z Ga¢z ( IN FEET ) 1 inch = 20 ft.