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HomeMy WebLinkAboutSD-440-3ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMATION RECOVERED THROUGH RESEARCH WITHOUT SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION &E= QN&OWEEuLom MAP 76, LOT 44A KENNETH A. & SUSAN K. LORD 11 SUZANNE ROAD LEXINGTON, MASSACHUSETTS -DEED BOOK 16330, PAGE 469 MAP 76, LOT 43A WAYNE R. DICARLO 40 KINGSWOOD ROAD NEWTON, MASSACHUSETTS 02466 DEED BOOK 48765, PAGE 291 * REMNAMS, DEED BOOK 48765, PAGE 291 * -DEED BOOK 9682, PAGE 78 * -DEED BOOK 16330, PAGE 469 * -PLAN No. 1630 OF 1945 * -PLAN No. 1804 OF 1956 * PLAN No. 24 OF 1963 * -PLAN No. 16JJ OF 1965 * -1966 ACCEPTANCE PLAN OF SUZANNE ROAD (PLAN No. 545 OF 1966 -1964 ACCEPTANCE PLAN OF SUZANNE ROAD (PLAN No. 538 OF 1964 * * DEN07ES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS I DECLARE, TO 7HE BEST OF MY PROFESSIONAL K N OWEDGE, I N F O R MATT O N, AND BE L IEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WIN THE RULES AND REGULA'77ONS OF THE REGISTERS OF DEEDS. FOR MERIDIAN ASSOCIATES, INC. DATE APPROVED BY- LEXINGTON PLANNING BOARD DA lE• f, CLERK OF 7HE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CER77FY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID N077CE TOWN CLERK FOR REGISTRY OF DEEDS USE ONLY Nm i .q o� �Q h N �p a 2 2 c, j 4 oz &AN m w vU U 2 Q e c LL l� STONE HEADWALL J _ to fir °2 6 � 0 (2 W i3 *F5 P �� 0 *F4 + \ 185. t' 0 EROSION CONTROL d V A 0 i LIMIT OF IN BARRIER (TIP.) \ STREAM /WETLAND BOUNDARY PROPOSED \ - S70w.3 r NOR T U r7l STONE WALL i 927 �� f S l R FT T NOW OR FORMERLY / / 3'f I (PUBLIC - VARIABLE WIDTH) TOWN OF LEXINGTON CONSE•RVA77ON COMMISSIOD 3.3- DEED BOOK 26876, 4 /�+ /Z Z PAGE 149 50't x 95't PROPOSED BUILDING ENVELOPE �.1 +19241 01 PROPOSED r > LANDSCAPE 8, MAI EASEMENT NTENANCE 192.3+ 1 J1 { NOW OR FORMERLY A. NOAM & CAROL D. 1 1 1 CHOMSKY a(J DEED BOOK 10728, 3 PAGE 15 * 1OJJ i ✓/ t9J 1 �J1 f 60`t x 110't " > > PROPOSED BUILDIN02 3 - 9 ENVELOPE +192.5 f l J I 133 4 J 94:. , 1931 11 IJ Jim �� F � 102.7 94� S _ c _ PROPOSED TRENCH' DRAIN 3. R =191:0 a f- 193.4 , r, 1.46.3 / _ J f79 4 7ir� / —J —r Q� ;x �1sr.2 cs PROPO W OR N F M 0 OR ,FORMERLY / �% SIS 0 ( _w ` DONALD A. & JOAN C. i GOLDMANN DEED BOOK 35954,: / cA t / 1 0f wQR `I PAGE 122 19 b 1 ; 95 7 7 1 LIr ,/i +191.1 ?94.9 '� +190.7 r � PROPOSED i g �l Sts #1 1 a \ 792.8+ k ` NOW OR FORMERLY GEORGE & LILLIAN M. GRAYSON + r g , , fED BOOK 11108, PAGE 216 i - U (JL/) / rVLL V, 1. U ^.V. TABLE OF DEV£LOP„NOTAL TEST PIT LOCA77ON SPIKE AND WASHER SET PROPOSED PROPERTY LINE © AT CENTERLINE END 193.84 PROPOSED SPOT GRADE BITUMINOUS SIDEWALK PROPOSED EROSION CONTROL BARRIER (SEE NO 7E 6) FEET 40 0 20 40 80 16 METERS 0 10 20 40 60 SEE SHEET 2 OF 6 FOR ADDITIONAL NOTES AND LEGEND LEGEN2 TABLE OF DEV£LOP„NOTAL TEST PIT LOCA77ON — — — -- PROPOSED PROPERTY LINE 101 PROPOSED CONTOUR +100.0 PROPOSED SPOT GRADE LENGTH OF STREET- PROPOSED EROSION CONTROL BARRIER " PROPOSED PAVER HARDSCAPE r PROPOSED INFIL7RA770N SYSTEM t__J PERCENTAGE OF SITE COVERAGE OF BUILDINGS- 8:29' 6, IX MAXIMUM BUILDING HEIGHT PROPOSED LANDSCAPE RETAINING WALL QPROPOSED HOUSE 81 T. CONC. BITUMINOUS CONCRETE THE S17E CON7RACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONS7RUC77ON. POST CONS7RUC7I0N MAINTENANCE SHALL BE PERFORMED BY 7HE HOMEOWNER'S ASSOCIA77ON DECLARA77ON OF PR07EC71VE COVANENTS AND RES7RIC77ONS STAKED HAYBALES WITH SILTA77ON FENCE, SHALL BE INSTALLED WHERE INDICATED ON THE PLANS AND IN 07HER APPROPRIATE WH LO A77ONS RE WARRANTED. 7HESE BARRIERS SHALL BE C E INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK ON S17E AND IN ACCORDANCE WITH 7HE CONS7RUC77ON PLANS A SUPPLY OF HAYBALES AND SILT FENCE SHALL BE KEPT ON 517F TO REPLACE AND /OR REPAIR BARRIERS THAT ARE DAMAGED OR DEGRADED. 1HE BARRIERS SHALL BE OBSERVED AND MAINTAINED AS NECESSARY ON A WEEKLY BASIS DURING CONS7RUC770N. 7EMPORARY DIVERSION SWALES AND MOUNDS WILL BE CON57RUC70 TO DIVERT STORMWATER AWAY FROM AREAS UNDER CONS7RUC77ON TO LIMIT SEDIMENT 7RANSPORT. THESE DIVERSIONS WILL BE RELOCATED AS CONSIRUC71ON PROGRESSES. HAY BALE CHECK DAMS +ILL BE INSTALLED IN SWALES AS NECESSARY TO LIMIT SCOUR AND SEDIMENT 7RANSPORT THE SURFACE OF ALL DISTURBED AREAS SHALL BE STABILIZED DURING AND AFTER CONS7RUC77ON. TEMPORARY MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT EROSION AND SILTA770N. ALL FINISHED SURFACES SHALL BE STABILIZED WI7H FINISH MATERIALS OR PERMANENT VEGETATIVE COVER. SOME OR ALL OF 7HE FOLLOWING MEASURES WILL BE UTILIZED ON THIS PROJECT AS COND177ONS MAY WARRANT. 7EMPORARY SEEDING, 7EMPORARY MULCHING PERMANENT SEEDING, PLACEMENT OF SOD, HYDROSEEDING, PLACEMENT OF HAY, PLACEMENT OF JUTE NETTING BASEMENT CEILING EL. 197.75 r EX. AVG. GRADE EL. 194.1 (4 CORNERS OF DWELLING) �i BASEMENT FLOOR EL. 190.4 NOTE.• DWELLING PROPOSED ON LOT 1 IS A REPRESENTATION OF A P07EN77AL DWELLING CONFIGURA770N. ACTUAL DWELLING TO BE BUILT MUST BE IN CONFORMANCE WITH SEC77ON 135 -19 (HEIGHT OF BUILDINGS AND S7RUC77JRES) OF THE TOWN OF LEXINGTON ZONING BYLAW (NOT TO SCALE) GRAPHIC SCALE SCALE.• I "=40' u� REiWIS1ONS DWG. No. 4580DEFS17EOJ 2 7%18/07 PER PLANNING COMMENTS JPG REW (XREF• 4580DEFREC) 1 7105107 GRADING MODIFICATIONS JPG REW (XREF.• 4580DEFEPL) NO. DATF DESCRIPTION BY CHK'D TABLE OF DEV£LOP„NOTAL DATA: EXISTING LOT I LIL, TOTAL LAND AREA: 77,576.*SF, 35,8333ESF 4, 3tSr AREA IN VEGETATED WERANDS• N/A N/A N/A DEVELOPABLE SITE AREA: 77,576tS.F 35,833tSF 41,743i-SF LENGTH OF STREET- N/A N/A AREA IN RIGHT OF WA Y- N/A N/A AREA OF USABLE OPEN SPACE. N/A N/A AREA OF SITE COVERAGE OF BUILDINGS: 2,950fS.F. 2,550tSF, PERCENTAGE OF SITE COVERAGE OF BUILDINGS- 8:29' 6, IX MAXIMUM BUILDING HEIGHT 40' OR 2.5 STORIES 40' OR 2.5 STORKS ' IMPERVIOUS SURFACE AREA: -5,250tSF, 5,820_+SF IMPERVIOUS SURFACE RATIO: � 147 13.9.2 15" MIN. RANDOM LAID STONE NO EXPOi60 `'?ITS CAP STONE TO BE FULL WIDTH OF WALL AND AT kEAST,4" THICK, 3„ X B 12" MORTARED JOINTS (TYP). RAKE JOINTS 112. c4 3" KEEP PIPE CENTERED AT LOW POINT ON WALL _ I GRAVEL FILL BELOW AND BEHIND WALL O O = '_ NOTES. • 4 G7 - BATTER FACE OF WALL AT 3" PER VERTICAL FOOT: - PLACE STONE AT RIGHT ANGLE TO BATTER LINE. _ - CONSTRUCT BASE EQUAL TO 40Z OF TOTAL WALL HEIGHT MINIMUM STONE S17E AS SPECIFIED -STONE WALLS SHALL BE LOCATED AS DEPIC7EED ON PLAN -ON SITE STONES MAY BE USED FOR WALL CONSTRUCTION IF 7HEY SATISFY SIZE AND FORM SPECIFICA7TON. ANDMAa SELAM M WAU DETAIL (NOT TO SCALE) PAVERS W/ SAND SWEPT JOINTS 1 " SAND SETTING BED 6" COMPACTED AGGREGATE BASE' PREPARED SUSGRAQE NOTE:• PAVERS SHALL BE AS SPECIFIED. PAVER NARDSCAPE DETAIL (NOT TO SCALE) REiWIS1ONS DWG. No. 4580DEFS17EOJ 2 7%18/07 PER PLANNING COMMENTS JPG REW (XREF• 4580DEFREC) 1 7105107 GRADING MODIFICATIONS JPG REW (XREF.• 4580DEFEPL) NO. DATF DESCRIPTION BY CHK'D