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HomeMy WebLinkAboutSD-469-6WLF -3 VA �N\ MEMED ME LANDS (SEE NOTE 0) 9 WLF -2 ANOP,cii' :tl. & GEP?A DATE CONDUCTED: JULY 10, 2013 -SBDFI / CONDUCTED BY- PETER POMMERSHEIM (CSE3046) TEST PIT- 7P -13 -01 ELEV. =208.0 SINGLE FAMILY O " -6 " HORIZON A: FINE SANDY LOAM DWELLING 6 " -24" HORIZON B. LOAMY SAND f S. �WLF -1 ` +c W 2 ROD ;a sSOiLS Maw RQ6 DECA DATE CONDUCTED: JULY 10, 2013 -SBDFI / CONDUCTED BY- PETER POMMERSHEIM (CSE3046) TEST PIT- 7P -13 -01 ELEV. =208.0 SINGLE FAMILY O " -6 " HORIZON A: FINE SANDY LOAM DWELLING 6 " -24" HORIZON B. LOAMY SAND PFFE= 212.60 i 24 " =48" LAYER Cl: MEDIUM SAND PCFE= 203.95' 48" -112° LAYER C2: COARSE SAND ' (SEE NOTE 10) WEEPING 0 960, NO REDOX (SEE SHEET 2 FOR EXISTING LEGEND) ESHGW 0 96 ",• ELEV =200.0 1 GARAGE BR TEST PIT TP -13 -02 ELEV =2090 PCFE= 210.50 W I 0" -6" HORIZON A: FINE SANDY LOAM PROPOSED PROPERTY LINES 6' -24" HORIZON B L ©AMY H�4NA,Y 9 � .� AV 24" -120" LAYER C. SAND WEEPING ® 104", NO REDOX PROPOSED LIMIT OF WORK LINE ESHGW ® 104",- ELEV. =200:3 TEST PIT 7P -13 -03 ELEV, =208.3 O' -6" HORIZON A: FINE SANDY LOAM PROPOSED YARD DRAIN 6"-24" HORIZON B. LOAMY SAND 24' =110" LAYER C SAND WEEPING 0 106"; NO REDOX PROPOSED SEWER SERVICE ESHGW 0 106",- ELEV. =199:5 t TEST PIT 7P -13 -04 ELEV, =206.2 z. 0' -6" HORIZON A: FINE SANDY LOAM 6 -24 HORIZON B, LOAMY SAND 24" -110" LAYER C. SAND 1 WEEPING 0 96" NO REDOX ESHGW ® W- ELEV =198.2 l/ PTEC PROPOSED TELEPHONE, ELECTRIC, CABLE PD PROF CLEANC 2� V PLANNING BOARD -"5 - kl,. DA TE ti / la / 4 �2 ti i x LOT A AREA= N t 4, 419tSF �p - 40.6. 41 20?. 4 7 201.,3 �G BJT 11✓ALK O M 1p7.s 1 4F 1 1 t 1 8f f P1D I 9 ` RIM-20Z9 0 3 INV =204.3 iF -73 -02 �40 PVC. S=4.3% - AREA = 8" SCH - S =4.6% DECK PROPOSED SINGLE FAMILY, DWELLING " PFFE= 212.60 ; d PCFE = 203.90 tOPOSED BRICK PR O WALK GARA+ G 0.50 'OSED CONC. SWAY 5' DECA KATHY A. PPATT -SBDFI / a L % Q� SINGLE FAMILY PFFE = 211.20 DWELLING PCFE =20250 PFFE= 212.60 i (SEE NOTE 10) PCFE= 203.95' _Q ' (SEE NOTE 10) WALK (SEE SHEET 2 FOR EXISTING LEGEND) 1 1 GARAGE BR 1-90 PCFE= 210.50 W I PROPOSED PROPERTY LINES BIT CONC. - - PROPOSED LIMIT OF WORK LINE CL ■ PYD PROPOSED YARD DRAIN ACCESS EASEMENT PSS PROPOSED SEWER SERVICE PWS PROPOSED WATER SERVICE \1 /, o - PCS PROPOSED GAS SERVICE y` s1 PTEC PROPOSED TELEPHONE, ELECTRIC, CABLE PD PROPOSED 8" SCH 40 PVC DRAIN LINE PRD PROPOSED 6" SCH 40 PVC ROOF DRAIN TYP. TYPICAL SF SQUARE FEET �j�' TP -13 -01 TEST PIT TSR TO BE REMOVED J, ■ PYI? PROPOSED YARD DRAIN BIT CONC BITUMINOUS CONCRETE SCH 40 SCHEDULE 40 ® PROPOSED ELECTRIC HANDHOLE PROPOSED ELECTRIC 7RANSFORMER ,..... PARCEL o OPEN SPACE s AREA= 26,060;*SF, �- PROPOSED LIMIT OF WORK LINE WAMM . I , 1 ARTHUR J & V70LA P. PYD PIKE PIKE RIM =205.9 RIM-205 INV. =204.0 V. =203.0 7 L.F. 8" SCH 40 PVC, S =4.3% \ ,��� f P1D I 9 ` RIM-20Z9 0 3 INV =204.3 iF -73 -02 �40 PVC. S=4.3% - AREA = 8" SCH - S =4.6% DECK PROPOSED SINGLE FAMILY, DWELLING " PFFE= 212.60 ; d PCFE = 203.90 tOPOSED BRICK PR O WALK GARA+ G 0.50 'OSED CONC. SWAY 5' DECA P) SINGLE FAMILY PROPOSEDti. Q� SINGLE FAMILY PFFE = 211.20 DWELLING PCFE =20250 PFFE= 212.60 i (SEE NOTE 10) PCFE= 203.95' _Q ' (SEE NOTE 10) WALK PROPOSED PROf 1 1 GARAGE BR 1-90 PCFE= 210.50 W I i PROPOSED BIT CONC. DRIVEWAY / CL r PROPOSED f ACCESS EASEMENT PROP. CURB CUT PROP. BIT BERM RETURN LOWELL h9M ALL PROPOSED SEWER SERVICES SHALL BE 6" PVC (SCH40) AND SHALL HAVE A MINIMUM SLOP£ OF 2X FROM 7HE FOUNDATION TO 174E SEWER MAIN. ! @N!"� ►`_LFy�bGL�CLERK OF THE TOWN OF LEXINGTON, 'SETTS HEREBY CERTIFY 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 ronow TOWN CLERK DATE IV SO9 `06 4 BIT WALK PA K this 0 M PROP. DECK ITOR SEE`' 7E 12) 1 ,E L SINGLE FAMILY 1V),,1 Q� PFFE = 211.20 PCFE =20250 (SEE NOTE 10) PROPOSED PROPOSED _Q GARAGE 1 WALK PCFE= 209.10 t� 1 PROPOSE[? 1-90 BIT. CONC. LOT C AREA= .12.870tSF I 0 PROPOSED ,E L SINGLE FAMILY TBR DWELLING PFFE = 211.20 PCFE =20250 (SEE NOTE 10) PROPOSED PROPOSED BRICK GARAGE 1 WALK PCFE= 209.10 t� 1 PROPOSE[? 1-90 BIT. CONC. 0 24.0' 12,442tSF ROP 1 - 20.0' PROPOSED SINGLE FAMILY 111 DWELLING PFFE = 210.80 PCFE =20210 1 PROPOSED PROPOSED GARAGE BRICK GFE= 208.70 WALK PROPOSED BIT. CONC. DRIVEWAY taia ACCESS EASEMENT L) I l \ CLEANOUT N w " V PROP Bl T BEfA! ` RETURN S../ SE s- 75 STREET PAVED o� 54 PROP. BIT BERM BIT. t'vALK D: 0A Y Slr +'�, 0AV D PAVED j G:RI VF WA Y GRAPHIC SCALE dj2M* ALL U77LITY CONNEC71ON MADE WITHIN LOWELL S7REET SHALL MEET 7HE TOWN OF LEXINGTON STANDARDS AND REGULA71ONS. SCALE. 1"--20' FEET 20 0 10 20 40 80 METERS o 5 10 20 3o � 1 ' �A vE0 ;VE11M r •� (NOT TO SCALE) A��/Q7Ec� 1. THE EXISTING TOPOGRAPHY & EXISTING SITE DETAIL DEPICTED HEREON WAS OBTAINED FROM A FIELD INSTRUMENT SURVEY CONDUCTED IN JUNE 2013 BY KEENAN SURVEY. 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A SURVEY BY KEENAN SURVEY. THIS PLAN IS NOT TO BE USED FOR THE RECONSTRUCTION OF BOUNDARY LINES OR FOR TITLE INSURANCE PURPOSES. ALL BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY. MAI DID NOT PERFORM A BOUNDARY RETPACEMENT SURVEY. J. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). 4. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 52 & 53 ON TOWN OF LEXINGTON ASSESSORS MAP 61. 5 THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON INFORMATION PROVIDED BY KEENAN SURVEY. MERIDIAN ASSOCIATES, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR,- PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY 7HE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1- 888 - 344 -7233. 6. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE TIIAT NO SUCH EASEMENTS-EXIST 7. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DA7UM OF 1988 (NAV988), 8. THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE _0,2% ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017C0404E DA7ED JUNE 4, 2010. 9. THE WETLANDS DEPICTED ON THIS PLAN WERE DELINEATED BY OXBOW ASSOCIATES IN JUNE OF 2013 AND WERE LOCATED BY KEENAN SURVEY. 10. THE FOOTPRINTS FOR THE FOUNDATIONS SHOWN ON LOTS B & C ARE CONCEPTUAL, FINAL PLANS SHALL BE SUBMITTED TO 7HE TOWN DURING THE BUILDING PERMIT APPLICA77ON PROCESS AND WILL COMPLY TO NOTE 11. 11. THE PROPOSED BUILDING ENVELOPES SHOWN HEREON DEPICT THE SETBACK LIMITS TO THE BUILDING FOUNDATIONS ONLY THE SETBACK LIMITS TO ALL OTHER STRUC7URES (OVERHANGS, DECKS, ETC.) SHALL COMPLY TO THE TOWN OF LEXINGTON ZONING BYLAW FOR THE RO DISTRICT. 12. THERE MUST BE ATLEAST 45 FEET BETWEEN THE FOUNDATIONS OF THE STRUCTURES ON LOTS B AND C 13. THE CONTRACTOR SHALL MILL LOWELL STREET, CURB TO CURB, EXTENDING 50 FEET BEYOND THE LIMITS OF THE OUTERMOST CUTS AND THE S7REET SHALL BE OVERLAID WITH 1.5 INCH BITUMINOUS TOP COURSE WITH TACK COAT. U77LITY NOTES 1. ALL PROPOSED SEWER MAINS OR SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 10' SEPARA7ON HORIZONTALLY AND /OR 18" VERTICALLY BELOW ANY WATER MAIN OR SERVICE. IF NEITHER SEPARATION CAN BE ACHIEVED THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A DISTANCE OF 10' ON EITHER SIDE OF THE CROSSING 2. ALL PROPOSED WATER SERVICES (SIZE & TYPE) SHALL BE DESIGNED BY THE PROJECT MEP. 3. ALL PROPOSED STORM DRAINS FROM YARD DRAINS TO BE 8" SCH40 PVC. ALL PROPOSED ROOF DRAINS TO BE 6" SCH40 PVC. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND U77LI77ES PRIOR TO CONSTRUC7ON. RECORD OWMR- APPLICANT: FREDERICK A. WITTHUS SHELDON CORP. 495 LOWELL STREET TODD CATALDO LEXINGTON, MA 02421 121 MARRETT ROAD DEED BOOK 55798 PAGE 225 * LEXINGTON, MA 0 ?_421 *DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS DWG, NO. 5554PREL -SITE REWSIONS at M CON7RACTOR SHALL VERIFY LOCA77ON OF ALL EXISTING U77LI77ES AND COND1770N AND ELEVA77ONS PRIOR TO CONS7RUC77ON . IF CONFLICTS ARE FOUND THE CONTRACTOR SHALL CONTACT 774E DESIGN ENGINEER TO REVISE 174E DESIGN. 495 LOWELL STREET (ASSES'SOR'S MAP 61 - LOTS 52 & 53) DEFINITIVE SUBDIVISION "� L S �O S- W � G aHv o !A,- � ^ LEE `- BIT. YJ 1-90 RECORD OWMR- APPLICANT: FREDERICK A. WITTHUS SHELDON CORP. 495 LOWELL STREET TODD CATALDO LEXINGTON, MA 02421 121 MARRETT ROAD DEED BOOK 55798 PAGE 225 * LEXINGTON, MA 0 ?_421 *DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS DWG, NO. 5554PREL -SITE REWSIONS at M CON7RACTOR SHALL VERIFY LOCA77ON OF ALL EXISTING U77LI77ES AND COND1770N AND ELEVA77ONS PRIOR TO CONS7RUC77ON . IF CONFLICTS ARE FOUND THE CONTRACTOR SHALL CONTACT 774E DESIGN ENGINEER TO REVISE 174E DESIGN. 495 LOWELL STREET (ASSES'SOR'S MAP 61 - LOTS 52 & 53) DEFINITIVE SUBDIVISION "� L S