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Home My WebLink AboutSD-349-5NV Yw 1. ELEVATIONS REFER TO THE TOWN OF LEXINGTON SEWER DATUM. 2. THE LOCAT70N OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD: MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTIL177ES DEPICTED OR NOT DEPICTED. THE CON7RACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844: „ C 3• FOR BENCHMARKS SEE SHEET 1 OF 11. �c)ygryC�FTC 4. ALL PROPOSED STORM DRAIN PIPES ARE 12" CLASS N REINFORCED CONCRETE PIPES AND ARE AT 0.01 FT/FT SLOPE UNLESS OTHERWISE N07ED. PL AM SCALE.- 1° =40' FEET 40 0 20 40 80 METERS 0 10 20 - -16�-- I F-1 o r ZTLET APPROVED BY- 12" RGP " 1 i� INLET , I o L — — — PLAN VIEW "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 4" PVC OBSERVA77ON WELL WTH CAP (PERFORATED BELOW STONE) 314" TO 1 112" DOUBLE WASHED tNFIL IRA TOR 6" LOAM & SEED CRUSHED STONE (3.O x6.25 x1.25) INFIL 7RA TORS' FINISHED GRADE L TFR FABRIC D D 180 STONE 6" o G W000 0 6 EL. =183f 0 0 o p 6 EL.= 183.Ot 18' 12 "MIN. 12" MIN. INF/L TRgTOR !DETA /L SUITABLE POROUS BASE TO NOT TO SCALE BE APPROVED BY 7HE (HIGH CAPACITY) DESIGN ENGINEER 20' WIDE :x 46' LONG (7x6:25 INFILTRATOR LENGTHS PER UNIT) TOTAL UNITS = 42 SOIL INVES77GA77ONS AND GROUNDS WATER OBSERVATIONS SHALL BE CONDUC7ED PRIOR TO CONSTRUCTING THE INF10RATOR SYSTEM, TO VERIFY ON -SITF CONDITIONS / 7`O FlN/SHED GRADE �v 4" WALLS 12 MIN COVER 12" DIA:--- -R INLET V. I f 1 1 PROVIDE A MIN. 1500 GALLON TANK CONCRETE MIN. STRENGTHt- 4,,000 PSI STEEL REINFORCEMENT -6 x6 x1O GAUgE STL ALL JOINTS SHALL BE SEALED WITH 1 DIAM SIDE VIEW SEDIMENT TANK L ( NOT TO SCALE FOR REGISTRY OF DEEDS USE ONLY I DECLARE, TO THE BEST OF MY PROFESSIONAL - KNONLDEGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. g f io 9y FOR MERIDIAN ENGINEERING DATE COLLABORATIVE, INC. 40 80 v .00 l 0 +50 0 +00 0 +50 -- 1+00 SEWER PROFILE: SCALE. , „ = 40' HOR. 2 0 2 4 8 VERI.. 20 0 20 40 80 HOR. a h . 2 um 12 RCP S =0.01 L= 6'(CB1 L= 14'(CB DATUM El '180.00 Ll L= 50.00" ( S3849 "48 "W a » G G— EXIS77NG GAS MAIN ;-: —E E— EXIS77NG UNDERGROUND ELECTRIC 2 —OHw OHW— EXIS77NG OVERHEAD WIRES HORIZONTAL CURVE CHART ♦DMH PROPOSED DRAIN MANHOLE C1 R= 100.00' A= 3500'00" 7= 31,53' L= 61.09' C2 R= 100.00' A =2200 00" T =19.44' L= 38.40' 0 h N� off u ._,-3h, 12 "RCP —� O -BOX S =0.01 L= 15'(C811) L= 10'(CB12) Eff 1 rgmpiv CONCRETE MIN. STRENGTH -4,000 PSI U) w w STEEL REINFORCEMENT -ASTM A -165, GR. 60, A -185 • SMH PROPOSED SEWER MANHOLE OR A -497 WITH A MIN. COVER OF 1" ■ CB STING v o _ ADE S OUTLET DISTRIBUTION BOX DETAIL 0 PROPOSED FIRE HYDRANT F IRE civil O pf �F NOT TO SCALE H PROPOSED WATER GATE t< t,: ro ro ~J OPOSED qy z z PRi GR, ADE tt fI o` 0 » PROPOSED WATER MAIN — G D— PROPOSED GAS MAIN m f ._,-3h, 12 "RCP —� O -BOX S =0.01 L= 15'(C811) L= 10'(CB12) Eff 1 rgmpiv CONCRETE MIN. STRENGTH -4,000 PSI U) STEEL REINFORCEMENT -ASTM A -165, GR. 60, A -185 • SMH PROPOSED SEWER MANHOLE OR A -497 WITH A MIN. COVER OF 1" ■ CB PROPOSED CATCH BASIN f3 Waill,Jf PROPOSED Y POLE 11 S OUTLET DISTRIBUTION BOX DETAIL 0 PROPOSED FIRE HYDRANT F IRE civil O pf �F NOT TO SCALE H PROPOSED WATER GATE —D—D— PROPOSED STORM DRAIN —S—S— PROPOSED SANITARY SEWER o` —W—W— PROPOSED WATER MAIN — G D— PROPOSED GAS MAIN m f — 7D -7ED_ PROPOSED TELEPHONE, 2 ELECTRIC & CABLE CLDI CEMENT LINED DUCTILE IRON U ro PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE �Y > PROPOSED BIT. CONC. BERM hoa z z PROPOSED SLOPED GRANITE CURB 0 +00 0 +50 : oft OO 0 +50 t1tO0 DA MN PRO-FILE. CB -14 TO SEDIMENT TANK DRAIN PROFILE: SCALE. 1 ,I = 4 VERT. 1 = 40' HOR. SCALE. I "= 40'V HOR. 2 0 2 4 8 VERI.. 1 +50 2 0 2 4 8 VERI.. 20 0 20 40 80 NOR. 20 0 20 40 80 HOR. REVISIONS DWG No. 2477PPRO(XREF.•2477MAIN) NO. DATE DESCRIPTION PROPOSED VER77CAL GRANITE CURB FT J2Wh : APPLICANT: BOTTOM ELEV ROBERT T & ROSE A. SUTHERLAND THE WINDERMERE GROUP, INC. = 183.00 24 GREENLEAF AVENUE 55 HANCOCK STREET MEDFORD, MA 02155 LEXINGTON, MA. 02173 STREET LAYOUT, PROFILE PLANS & DETAILS DEFINITIVE SITE DEVELOPMENT PLAN LOCATED IN LEXINGTON, MASSACh USETTS (MIDDLESEX COUNTY) GRANGER POND WA Y A PLANNED RESIDENTIAL DEVELOPMENT SCALE: AS NOTED DATE: SEPTEMBER 29, 1994 U) ro f3 Waill,Jf �x 11 u civil O pf �F 1; rS7 . _ L• m f INFIL L U u 0 +00 0 +50 : oft OO 0 +50 t1tO0 DA MN PRO-FILE. CB -14 TO SEDIMENT TANK DRAIN PROFILE: SCALE. 1 ,I = 4 VERT. 1 = 40' HOR. SCALE. I "= 40'V HOR. 2 0 2 4 8 VERI.. 1 +50 2 0 2 4 8 VERI.. 20 0 20 40 80 NOR. 20 0 20 40 80 HOR. REVISIONS DWG No. 2477PPRO(XREF.•2477MAIN) NO. DATE DESCRIPTION PROPOSED VER77CAL GRANITE CURB FT J2Wh : APPLICANT: BOTTOM ELEV ROBERT T & ROSE A. SUTHERLAND THE WINDERMERE GROUP, INC. = 183.00 24 GREENLEAF AVENUE 55 HANCOCK STREET MEDFORD, MA 02155 LEXINGTON, MA. 02173 STREET LAYOUT, PROFILE PLANS & DETAILS DEFINITIVE SITE DEVELOPMENT PLAN LOCATED IN LEXINGTON, MASSACh USETTS (MIDDLESEX COUNTY) GRANGER POND WA Y A PLANNED RESIDENTIAL DEVELOPMENT SCALE: AS NOTED DATE: SEPTEMBER 29, 1994 MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TEL: (508) 535 -7328 By cHK'D r� gyp, SHEET No. 6 OF 12 PROJECT No.2477 , ,AA -� Richard F 'N t f3 Waill,Jf No. 34716 civil O pf �F 1; rS7 . _ L• MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TEL: (508) 535 -7328 By cHK'D r� gyp, SHEET No. 6 OF 12 PROJECT No.2477