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HomeMy WebLinkAboutSD-341-7SAM 187 CPl 1.03 I DECLARE, TO THE BEST OF MY PROFESSIONAL g �v NOW OR FORMERLY qL 2 ©O' TOWN OF LEXINGTON (THE WALDORF RF SCHOOL) P 6' e(r /Vo - / PARKING AREA n 36 „ � � FENCe iT0 REA,Iq N 1 20 (TW1N) ry 8" W 12" •� NOW OR FORM 24 i 1 ' ER OR OW a 2JEFFREY C. ALPEX'T 12 E 42 2 �0 OR 'a T t ' 8" D BITUMINOUS CONCRETE 72" PARKING EA -5 ?5 » � r 2„ 2 � r 10„ �1 „ 5„ 4 10 12" 49 .i5'• 12„ 24„ a° 2' 18" 1S l87. 8 2 42 R� t1 F.FF.sl,�L` " ,0� 'PROPOSED', NCHMARK; ' JGH r i 8 ` 10 BI 1Y DINT ON SINE 24' ROIINn WA) i11 ti w i FENC�AT OF St WALK EXIST. !T�QCONC WA UILDIh rli sr�n #669 15 24„ 72° 36 8" E D C. L. F. B OF IRON FENCE 0„ 2)72" -''� i2„ 1 EXISTING BUILDING �5 -, X627 NOW OR FORMERLY - JAMES L. PRANSKY, _ CHARLES D. DONAHUE && PETER N -- - OW �- APPROXIMATE LOCATION OF EDGE OF BROOK 26 70' 12' - 1 � Q E EXISTING TELEPHONE MANHOLE 28" EXISTING STONE BOUND QD E i2 LY 24 / WiU Ceo, y (2)24" (2)18 °. EXISTING BUILDING EXIS77NG GRAVEL DRIVEWAY \4„ 6, �1 5' J 'Q HA - r' L5' CHAIN LINK RAMP FENCE (TO BE REMOVED) N NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) � o APPROXIMATE LOCATION OF A 10' WIDE EASEMENT --\ CONVEYED TO THE COLONIAL BEACON OIL COMPANY (DEED BOOK 6814, PAGE 214) DEPICTED ON PLAN 1273 OF 1945 FLOW SICKLE NOW OR FORMERLY TOWN OF LEXINGTON •II • • ( o U ROUGH SAKN WOODEN SPLIT RAIL FENCE NOW OR FORMERLY I TOWN OF LEXINGTON (THE WALDORF SCHOOL) iy 'aa PROPOSED BITUMINOUS CONCRETE WALK r� z CLERK OF THE TOWN OF LEXINGTO MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. `7 X?� ;17N T @4I CLERK DATE APPROVED BY- LEXINGTON PLANNING BOARD &/ DATE U77L. jf RIM INVERT IN INVERT OUT SMH 1 185.09 176.13(SMH 2) 176.00 (SMH j13) 176.42 PLEASANT ST. SMH 2 185.5 FILLED WIDEBRIS 177.1 SMH 1 CB 1 181.88 180.12 12( CH 2 CB 2 182.15 179.43 CB 1 B 3 183.07 17 .91 12" CI CB 4 184.99 182 04 CB 5) 181.09(15 "CI) 181.6512 "RCP) 182.17(CB 6) 181.32(15° RCP) 181.23 12" CP CB 5 184.86 182.24 FROM H RCH 181.96 CB 4 CB 5 185.09 182.84 (CB 4 DMH 1 184.7 FILLED W EBRI S H 182: 173. t SM 1 FILLED W DEBRIS "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED .A�L ld i9L�(_" "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED - 1-A NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) DWG No. I. REVISIONS ®� REWSE DRAIN ♦ REWSE NAME OF ROAD ®�r Q E EXISTING TELEPHONE MANHOLE 0 E EXISTING STONE BOUND QD E EXISTING DRAIN MANHOLE G E EXISTING SEWER MANHOLE % p E EXISTING CATCH BASIN "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED .A�L ld i9L�(_" "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED - 1-A NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) DWG No. I. REVISIONS ®� REWSE DRAIN ♦ REWSE NAME OF ROAD ®�r Q E EXISTING TELEPHONE MANHOLE 0 E EXISTING STONE BOUND QD E EXISTING DRAIN MANHOLE G E EXISTING SEWER MANHOLE % p E EXISTING CATCH BASIN / 4 EXISTING U77LITY POLE Q EXIS77NG FIRE HYDRANT D4 EXIS77NG WATER GATE O EXIS77NG WATER SERVICE EXIS77NG LIGHT POLE O EXIS77NG GAS GATE -° SIGN o MAILBOX GUARD RAIL - -'D D - EXISTING STORM DRAIN S S- EXISTING SANITARY SEWER w W -- EXISTING WATER MAIN G G- EXISTING° GAS MAIN EXISTING UNDERGROUND ELECTRIC -bHSV OHW- EXIS77NG OVERHEAD WIRES - 152 EXISTING CONTOUR PROPOSED STONE BOUND DMH* PROPOSED DRAIN MANHOLE yy® PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED UTILITY POLE PROPOSED FIRE HYDRANT ►< PROPOSED WATER GATE t D D- PROPOSED STORM DRAIN :S S- PROPOSED SANITARY SEWER 14 W- PROPOSED WATER MAIN - -G G- PROPOSED GAS MAIN 7EG TEG _ PROPOSED TELEPHONE, ELECTRIC & CABLE 7: 0IW OHW- PROPOSED OVERHEAD WIRE PROPOSED CONTOUR 1$9X2 PROPOSED SPOT GRADE CONIFEROUS TREE DECIDUOUS TREE ^ RETAINING WALL STONE RETAINING WALL TREE LINE STONE WALL PROPOSED GRANITE CURB - Gs Gs- PROPOSED GAS SERWCE - M5 ►as- PROPOSED WATER SERVICE SS- PROPOSED SEWER SERVICE CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE 1. MINIMUM COVER' OVER SEWER SERVICES SHALL BE FOUR (4) FEET. 2. WATER MAIN AND WATER SERVICES TO BE ENCASED IN CONCRETE FOR 10' (LIN EAR) ON EITHER SIDE OF ALL SEWER LINES RUNNING OVER SAID WATER LINES AND SERVICES 3. THE LOCATION. OF ALL UNDERGROUND U7LITIES SHOWN ARE APPROXIMATE AND ARE BA�ED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT WARRANTY N�R GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THCONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1 -800 J�2- 4844.. 1 ' 4. WATER SEVICkS'' TO BE I" COPPER WITH BUFFALO TYPE SERVICE BOX, 5. SEWER SERW&ES TO BE 6" PVC SDR 35 AND SHALL HAVE CLEANOUTS EVERY 100, 6. ALL TOP & S B -SOILS AND UNSUITABLE SOILS WITHIN THE RIGHT -OF -WAY SHALL BE REMOVED AND REPLACED WITH PROCESSED GRAVEL. 7. BITUMINOUS CONCRETE PAVEMENT WIDTH SHALL BE 24' WIDE k i S UTILITY PLAN �V�NR of LOCATED IN RichxdF \� LEXINGTON MASSACHUSETTS Ward, Jr Na X76 cry N (MIDDLESEX COUNTY) 9 CsT� IA l ��� DANA COURT FSSN 4 1�` r. l A PLANNED RESIDENTIAL DEVELOPEN �� GJ SCALE: 1" = 40' DATE: JAN. 20, 1994 MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, AIA.SSACHUSETTS 01960 TEL: (508) 535 -7328 Q E EXISTING TELEPHONE MANHOLE 0 E EXISTING STONE BOUND QD E EXISTING DRAIN MANHOLE G E EXISTING SEWER MANHOLE % p E EXISTING CATCH BASIN r. l A PLANNED RESIDENTIAL DEVELOPEN �� GJ SCALE: 1" = 40' DATE: JAN. 20, 1994 MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, AIA.SSACHUSETTS 01960 TEL: (508) 535 -7328