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Home My WebLink AboutSD-349-4j � • �Q Z 2 NOW OR FORMERLY O EDGE OF BORDERING ?? t � VEGETATED W'ERAND CNAN W BOOK 2 HYUN-SOOK KIM �O � (SEE NOTE 5) (DEED BOOK 22249, PAGE 230) Q AL 2 Igo a '� WF/ 3 p �L a 6 1q) j of 9 WFi 4 ,� wy 18 FOR REGISTRY OF DEEDS USE ONL Y DWG. No. 247 2477MAIN) FEET 40 METERS 0 REMOVE DRIVE, PATCH WALK & CURB. NOW OR FORMERLY BURLINGTON PILLAGE ASSOCIATES 92 COLD PLANE EN77RE W1D7H OF STREET TO A DEP7H OF 1 112" OVERLAY AREA WITH 1.1/2" OF FINISH COURSE BITUMINOUS CONQRElE ACCESSIBLE CURB CUTS EXISTING U77UTY POLE TO BE RELOCATED 3- —PROPOSED GRAPHIC SCALE SCALE. • 1" --40' O 20 40- 80 10 20 40 REMOVE DRIVE, PATCH WALK & CURB 1Sa d T m to N n 0 c z �c a 0 c >gp� t 0 ■ wo :. a TABLE OF DEVELOPMENT DATA TOTAL LAND AREA 144,500± S.F. TOPOGRAPHIC LENGTH OF STREET(PAVEMENT) 1581± �� 24 � DEVELOPABLE SITE AREA 129,998 ±S.F. (SLOPE EASEMENT)* wy 18 FOR REGISTRY OF DEEDS USE ONL Y DWG. No. 247 2477MAIN) FEET 40 METERS 0 REMOVE DRIVE, PATCH WALK & CURB. NOW OR FORMERLY BURLINGTON PILLAGE ASSOCIATES 92 COLD PLANE EN77RE W1D7H OF STREET TO A DEP7H OF 1 112" OVERLAY AREA WITH 1.1/2" OF FINISH COURSE BITUMINOUS CONQRElE ACCESSIBLE CURB CUTS EXISTING U77UTY POLE TO BE RELOCATED 3- —PROPOSED GRAPHIC SCALE SCALE. • 1" --40' O 20 40- 80 10 20 40 REMOVE DRIVE, PATCH WALK & CURB 1Sa d T m to N n 0 c z �c a 0 c >gp� t 0 ■ wo :. a TABLE OF DEVELOPMENT DATA TOTAL LAND AREA 144,500± S.F. TOPOGRAPHIC LENGTH OF STREET(PAVEMENT) 1581± (LOCUS DEED)* AREA OF RIGHT OF WA 8,884 ±9.F. (LOCUS PLAN)* DEVELOPABLE SITE AREA 129,998 ±S.F. (SLOPE EASEMENT)* PAVEMENT AREA IN R.0.W. 5,689±S.F. (SEE NOTE 3)* DENSITY CALCULATION 3 DWELLING UNITS 288, & 289 (SEE BELOW) EDISON TRANSMISSION LINE EASEMENT. TOTAL WETLAND AREA 14,502 ±S.F. THE MIDDLESEX SOUTH LOT #1 AREA = 19,406± S.F. LOT #2 AREA = f 8,186± S.F. LOT #3 AREA =32, 0 f 7± S.F. PARCEL A (COMMON OPEN SPACE)' AREA = 66,007± S.F. AREA ABOVE FLOWAGE RIGHTS (EL£K 176) - 24,7501S.F. CONSUL TAN IS AREA ABOVE 100 'YEAR FLOOD ELEVAWN< {ELEV _. AREA IN VEGETATED W RANDS- 14,502.+S.F.. ALL PAVEMEN TOTAL IMPERVIOUS AREA 15,172 ±S.F. UNLESS OTHE IMPERVIOUS SURFACE RATIO(SITE) 0, f2 ALL PROPOSE MAXIMUM HEIGHT OF BUILDINGS 40 FT. ARE AT 0.01 NOW OR FORMERLY WOODHAVEN REALTY TRUST DENSITY CALCULATIONS 144,500 (TOTAL) - 14,502(W'ETLAND)= 129,998 x .85 3.7 DWELLING UNITS 30,000 REFFRENC`E S� TOPOGRAPHIC - DEED BOOK 14012, PAGE 101 (LOCUS DEED)* - DEED BOOK 7235, PAGE 170 (LOCUS PLAN)* - DEED BOOK 11247, PAGE 441 (SLOPE EASEMENT)* - DEED BOOK 6279, PAGE 318 (SEE NOTE 3)* - INSTRUMENT No.'s 286,1 287, 288, & 289 OF JULY 7, 1994, RELEASE OF BOSTON EDISON TRANSMISSION LINE EASEMENT. * DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS. SHALL VERIFY I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE W4TH THE RULES AND REGULA77ONS OF THE REGISTERS OF DEEDS FOR MERIDIAN ENGINEERING DATE COLLABORATIVE, INC r71 REWSiONS TION �Crl i E NOTES. 1. ELEVA 77ONS 2. TOPOGRAPHIC CONDUCTED AND FROM tN J. THE LOCA770 AND ARE BA PLANS OF RE WARRANTY N DEPICTED. TH SHALL VERIFY AT 1 -800 -3 4. RECORD OWN 5. EDGE OF VEG CONSUL TAN IS LEXINGTON C 6. ALL PAVEMEN UNLESS OTHE 8. ALL PROPOSE ARE AT 0.01 9. FOR SOILS TN 10. SOIL TESTING PERFORMED D CONS7RUC770 ii. FOR PROPER 12. VERTICAL GRA 13, THE SUBJECT ELEVATION 17 DEED BOOK 6 ROBERT T. 24 G1 U&M SITE UNWUR/lyy�ryp � yC�S�j�6� �1V1 REFER TO THE TOWN OF LEXINGTON SEWER DATUM. SURVEY COMPILED FROM AN ACTUAL FIELD SURVEY ON THE GROUND BY MERIDIAN ENGINEERING COLLABORATIVE, WC. FORMATION PROVIDED BY STORCH ASSOCIATES N "OF ALL UNDERGROUND UTIL177ES SHOWN ARE APPROXIMATE SEA UPON :A PAR77AL FIELD SURVEY AND COMPILA77ON OF CORD. MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT OR GUARANTEE THE LOCA77ON OF ALL U77LI71ES DEPICTED OR NOT E CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE LOCA71ON OF ALL UTIL177ES AND CONTACT DIG SAFE 22 =4844. ER. ROBERT T. AND ROSE A. SUTHERLAND STATED WETLAND AREAS WERE DETERMINED BY LELITO ENVIRONMENTAL ON APRIL' 12, 1994, AND SUBSEOUEN7LY APPROVED BY THE ONSERVARON COMMISSION. T, PATHS, & SIDEWALKS ON LOCUS ARE BITUMINOUS CONCRETE RW1SE NOTED. D" STORM DRAIN PIPES ARE 12" REINFORCED CONCRETE PIPES AND FT%FT SLOPE UNLESS OTHERWISE NOTED. FORMATION' SEE SHEET 2 OF 12. IN 774E STORMWA TER LEASHING FACILITY AREA HAS NOT BEEN UE TO THE LOCA77ON OF THE EXIS77NG DWELLING DURING N. TY RIGHTS INFORMATION, SEE SHEET 4 OF 12. NITS CURB SHALL BE AT ALL CATCHBASINS. PROPERTY IS SUBJECT TO FLOWAGE AND MAINTENANCE RIGHTS TO 6 GRANTED TO THE TOWN OF LEXINGTON AS DESCRIBED IN 279, PAGE 318. 0 EXIS77NG DRAIN MANHOLE EXIS77NG SEWER MANHOLE 0 EXIS77NG CATCH BASIN EXISTING UTILITY POLE �1 EXIS77NG FIRE HYDRANT pQ EXIS77NG WATER GATE O EXIS77NG WATER SERVICE SIGN . GUARD RAIL — D D — EXISTING STORM DRAIN — S S— EXISTING SANITARY SEWER - w w— EXIS77NG WATER MAIN - G G— EXISTING GAS MAIN -E E— EXISTING UNDERGROUND ELECTRIC oiW OHw— EXISTING OVERHEAD W9RES —152— — EXIS77NG CONTOUR CONIFEROUS TREE DECIDUOUS TREE EXIS77NG BITUMINOUS CONCRETE BERM ^ RETAINING WALL STONE RETAINING WALL TREE LINE STONE WALL RCP REINFORCED CONCRETE PIPE DI DUC77LE IRON BIT. CONC. BITUMINOUS CONCRETE PROPOSED SPOT GRADE --®-- PROPOSED CONTOUR F.FF.; FINISHED FIRST FLOOR PROPOSED YARD DRAIN R C6 2 PROPOSED CATCH BASIN 0 SMH 2 PROPOSED SEWER MANHOLE • OMH 2 PROPOSED DRAIN MANHOLE PROPOSED BIT. CONC. BERM PROPOSED SLOPED GRANITE CURB — PROPOSED VERTICAL GRANITE CURB PROPOSED USABLE OPEN SPACE (5,000 S.F. PER LOT) FLOWAGE RIGHTS HAYBALE EROSION CONTROLLIMIT OF WORK LINE 1 +00 ROAD CENTERLINE STATIONING B_ APPLICANT: k ROSE A. SUTHERLAND 774E WINDERMERE GROUP, INC. ENLEAF AVENUE 55 HANCOCK STREET 7RD; MA 02155 LEXINGTON, MA. 02173 CCONSTRUCTION /COMPLIANCE PLAN DEFINITIVE SITE DEVELOPMENT PLAN LOCATED IN LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) ,s GRANGER POND WAY '„,:,'y A PLANNED RESIDENTIAL DEVELGPMENT SCALE: 1 "= 40' DATE. SEPTEMBER 29, 1994 . MERIDIAN ENGINEERING e�cnaro E N COLLABORATIVE, INC. Waid, Jr Mo. awns ` __.,�,_" 100 CORPORATE' PLACE, SUITE' 103 ci+Ai PEABODY, MASSACHUSETTS 01960 ' �a* TEL: (508) 536 -7328 g SHEET No. 5 OF 12 PROJECT No. 2477