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Home My WebLink AboutSD-370-6e a; by "p p rs . 0 p - F k ♦s ZA s s v� 10-,`' LOT 189 / . 7y F�qQ Sq OF Y NOW OR FORMERLY ak 7h'hE�TNG+F�� JAMES M: & CHRISTEN CONNOR PROPOSED 20' WIDE S 10 DENVER STREET 8 /7ZA4WOUS CONCRETE PAVEMENT NON -STATE REGULATED EXJS ODERHEAD UP 34 WETLAND 3051 S.F. ism eL� 1 ,� ( ) 1 WNGLE FAMILY nNELLING __ s =x=j li Zj ro )V V X R F T T )1 (PRIVATE -° ►NDE RO '' <' r // j LOT 253 CPAt;ER SST fio c,p �� nDWELLING o NOW OR FORMERLY EXISTING 40 triDE RONj 2 y 1 boo r Z HUGH 36 CEDAR STREET MSTED LOT 188 �� sAd NOW OR FORMERLY c� RM GEOR7 DENVER STREET ATHENS LOT 18 %C i nQp. W. BRYAN NOW OR FORMERLY c� aJ M2 �I 19 BELLFLOWER 57R£ET GEORGE T. & JANET G. A7H NS �, DENVER STREET z SMI t 0 00' VG -- 100.00' VC PW STA = 3 +45 P14 ELEV = 253.65 A.D. = -345 EXIST. DMH H, STA. —0 +24 27R LOW POINT ELEV = 249.18 RIM= 250.97 LOW POINT STA = 1+94.32 INV.IN= 246.77(DMH G) PVl STA = 2 +25 rn INV.IN= 242.18 PVl ELEV = 248.30 N INVIN- 24244(134IIH 1) N � A.D. = 6.19 INV.OUT =24213 'n I{ = 2262 U f W >i 1.000 �, m 45�° J fti r~ EXIS77 G CENTER - _ _ i i p M z LINE ADE ` ` - _ 4 s� EXISTTG LEfT 12 "ROP S= 0.0125 EXISTING RIGHT ti OR L =13' GRADE y *; I o EXIS77NG 6 !• MATER 6" WATER MAIN 12" O' " 0.0125 L =147' 12 RCP EXISTING u,S- 1 8 DMH 1 STA.4 00 5'R SERVICE p ! DECLARE, TO THE BEST OF MY PROFESSIONAL L- RIM= 251.65 EXISTING KNOWLEDGE, WFORM4770N, AND BELIEF, THAT 1 INV.W =243.0 DMN 2) SEWER _- - R THIS PLAN CONFORMS TO THE RULES AND � � WV OUT =242. 2(DMH H) SERVICE � REGULATIONS OF THE REGISTRY OF DEEDS. " - G SENN -- - SERWX TO BE -- — UTHJZED F �j U EXISTING LOCUS 7Y EXIST SMH F STA. -0+7, 7L "t RtM 251.81 Cfa SEWER DMH STA. 1 +94 FOR MERID14N ENGINEERING, INC. DATE 1NVIN =238:59(SMH M) '0+ SERVICE RI,M= 09.249. 15 CB 3&4 ST . 2 +10 9'L&R EXIST S H J STA, 3 +17 1NV.IN= 238.59(SMH J) WVW 244,58(C8 3 &4 RIM-248.96 RIM =250: 4 w23 �y N INO T =244.48(DMH1 V. WOUT =24 .71(DMH 2) V.OUT= 41.28(SMN F) NV.tN= 238:52 (SMH'K) r�_i V. INV 011 T_ 2.3R .5n(SMH r) DATZIW FLE'V DWG NO. 2197PLPR(PS) !, a Awix, CLERK OF THE 701W OF LE GTON, MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING THE TUIENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. hoot t" Of4pax JYJT TOWN CLERK DATE DA 7E "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CER77FICATE OF ACTION DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ---------- TANGENT 29.5.00 DISTANCE L1 S6 "2'11"W 6226 L2 S58 '21'32 "W N w Opf NN Oii'7i Nzt dal qty D4 EXISTING WRIER GATE W.SO EXISTING WATER SERVICE G G.0 EXISTING GAS GATE DWG NO. 2197PLPR(PS) !, a Awix, CLERK OF THE 701W OF LE GTON, MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING THE TUIENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. hoot t" Of4pax JYJT TOWN CLERK DATE DA 7E "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CER77FICATE OF ACTION DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ---------- TANGENT BEARING DISTANCE L1 S6 "2'11"W 6226 L2 S58 '21'32 "W L3 I S61 32 11 W I 213.84' CURVE RADIUS LENGTH I DELTA C1 51G00 28.29' 1 0370'46 C2 500.00 27.73 037040-1 D4 EXISTING WRIER GATE OIL EXISTING UTILITY POLE WITH LIGHT 0 EXIS17NG DRAIN MANHOLE 0 EXISTING SEAR MANHOLE EXISTING CATCH BASIN <> EXISTING U77LITY POLE Q EXIS77MG FIRE HYDRANT D4 EXISTING WRIER GATE W.SO EXISTING WATER SERVICE G G.0 EXISTING GAS GATE OHW EXISTING OWRHEAD WRES — —152— — EXIS77NG CONTOUR D EXtS71NG STORM DRAIN S EXISTING SANITARY SEWER W EXISTING WATER MAIN STONE WALL PROPOSED CATCHBASIN WITH GRANITE CURB INLET PROPOSED DRAIN MANHOLE PROPOSED CONTOUR PROPOSED SPOT GRADE w--W— PROPOSED WATER MAIN PROPOSED WATER SERVICE PROPOSED ARE HYDRANT PROPOSED SEWER SERVICE --- M PROPOSED OVERHEAD WIRES D PROPOSED DRAIN PIPE PROPOSED 617ZIMINOUS CONCRETE BERM ►� PROPOSED WATER GATE RCP REINFORCED CONCRETE PIPE CLD! CEMENT LINED DUCTILE IRON PROPOSED VAER77CAL GRANITE CURB EXISTING GRAVEL C� EXIS77NG UTILITY POLE WITH LIGHT PROPOSED STONE WALL PRERAM FM AMWANZ MAP 56, LOT 190A ROBERT E. PHELAN PAUL A. PHELAN 152 REED STREET MAP 58, LOT 1900 LEXINGTON, MA. 02173 RICHARD C. PHELAN ,STREET 1AYOUT AND PRA P LOCATED IN � 'iH OF MgS�yGr V WSSACHUSETTS ' .� RICHARD .^ I' N v WAIT, JR. - 1 i(MIDDLESEX (r COUNTY) (MIDDLESEX i 34776 CIVIL °9�9FC/STER PREPARED FOR {SSro ai ROBERT E. P 1 71996 SCALE. AS NOTED DATE.' AWAY 1, rp i, G I N L'° E. R i N G' I N C. 100 CORPORATE PLACE, SUITE 143 PEABODY, MASSACHUSETTS 01960 TELEPHONE: (508) 535 -7328 SHEET No. 6 OF 117 PROJECT No. 2197