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HomeMy WebLinkAboutSD-6A-3r I LOT 21 e. rFF &F c33 50 ,Q17 f A j Q [�v1 S�Q/t 'M �O 20' WIDE M.R.C. F SEWER EASEMENT S� oS ceCRgS� 0 O ,ttf'1Q COD d) r q tt!t:h CD9 11 a, u 11 ±N ;�>m> CD = 11 M m g g v ci /2 LOT I �O Z Z Ld G• U.1 • f` W Q OF2 S NFq Lu (� N C<. li p z \F \ IA.( x °O ' 20 WI M.D.C. p <q/i,FO �. 9 , SEWER EASEMENT. S.M.H. 14 +50 �- \FN -- -_ RIM= 181.30 0y.55° INV.= 169.76 ®QR �� 3 6 G. V 14 +24 R HY ANT 1U y \U �jV �--- w 8 11x8" 8" TEE Spy - H. ^ _ GRANITE U-M• # 6 /69 �? R r # G ANIIT 3$� ��x9 4 O \A. Zg? � 3 G • 4 LIGHT POLE l4 *30 Te I/A C.B. RA PIC i C.B. i4 *� 4 2R -r VES °2LT MATCH LINE SEE SHEET R— LOT 30 LOT 4 12 +50 13 +0 8" SDR 35 13 +50 14 +0 14 +50 15 +0 LOT 47 C f'. -1 LOT 17 o LOT I S.M.N. RIM= 183.05 S.M.H. 21 +50 2' LT �5• INV.= 174.23 RIM= 184.23 N5 .= 175.77 R�NC 8'x8' L E �. �Drz 3. ° �. Io . ! e� w #9 O - - - -- s L GA IGHT pol h. T me o a 1 SCALE: 1 "= 40' HORIZONTAL ' -, Cos rse,cl,.[. v Y wnseo � LOT 53 _ r'- 4 VERTICAL ( — 2 n ( tin I J7G9 ��> �i}.� Civil '0/ N M I N m� 11 tiO V j Q ti ti 0 p m zz _W ry N it t0 tD h u Z > Or mod• 0) J Ti Of W� O Mop` M a r- mrocfl�z �m _° ° ' EXISTING CENTERLINE _�N_ t0 F— Y X�z �^ ELEVATION .i MF'UU3 7 m m J W FFF_9 z m U '. m 0 It NNM(0 rO In �. N O cd t� N. �`• pc0 mhum4)h' tp o *1 m �> oor W>2> a z -z —x— In f..O �Z ICS -0j ( 2 11 n U) E > m (n Z 6 U 12 +50 13 +0 8" SDR 35 13 +50 14 +0 14 +50 15 +0 LOT 47 C f'. -1 LOT 17 o LOT I S.M.N. RIM= 183.05 S.M.H. 21 +50 2' LT �5• INV.= 174.23 RIM= 184.23 N5 .= 175.77 R�NC 8'x8' L E �. �Drz 3. ° �. Io . ! e� w #9 O - - - -- s L GA IGHT pol h. T me 24" CL. IV R.C. DRAIN 17 +0 i I- 15+50 16 +0 16 +50 R.C. DRAIN 20+ 8 W f3' - VALVES ES ( „ 20 +19 /'L T 20 +26 fo m n I fi LOT 45 y Y n �o s W f LOT 4 LOT 4 LOT 54 N N BLOWOFF VALVE N q n > f�ZZ N FPM OD OD M M N Q M �`• F n � �.� a �N.ti. L O HR ° r- 011CD U M O rd ° .fir ai 1 m � mpN � Z_— S 11 11 Wl� CIR E 92) _ mm ��Z 0) OD - rn =� =11 ii dm? Ing > 18" CL. III R.0 8" C SEWER MAIN _-- 8" SDR 35 PVC SEWER MAIN 19 +50 20 +0 20 +50 21 +0 21 +50 ! 22 +0 22 +50 23 +0 Pheasant Brook Estates PHEASANT LEXINGTON MASS. BROOK SOLOMON! ESTATES, INC. Plan a Prof lie PIERCE ROAD Station li +O to + ` y SEPTEMBER 20 1989 17 +50 18 +0 18 +50 19 +0 12 8 1" = 40' 10 0 20 60 0 11 4 2 0 -- S`S 1 d� sz Prole. I s �Gl, SCALE: 1 "= 40' HORIZONTAL ' -, Cos rse,cl,.[. v Y wnseo � LOT 53 _ r'- 4 VERTICAL ( — 2 n ( tin I J7G9 ��> �i}.� Civil '0/ N M N m� 11 tiO V o tiff ti ti 0 p m zz N N it t0 tD h u Z > Or mod• 0) J Ti N> W� O Mop` M a r- mrocfl�z �m _° ° O EXISTING CENTERLINE _�N_ t0 F— ELEVATION z m U '. 24" CL. IV R.C. DRAIN 17 +0 i I- 15+50 16 +0 16 +50 R.C. DRAIN 20+ 8 W f3' - VALVES ES ( „ 20 +19 /'L T 20 +26 fo m n I fi LOT 45 y Y n �o s W f LOT 4 LOT 4 LOT 54 N N BLOWOFF VALVE N q n > f�ZZ N FPM OD OD M M N Q M �`• F n � �.� a �N.ti. L O HR ° r- 011CD U M O rd ° .fir ai 1 m � mpN � Z_— S 11 11 Wl� CIR E 92) _ mm ��Z 0) OD - rn =� =11 ii dm? Ing > 18" CL. III R.0 8" C SEWER MAIN _-- 8" SDR 35 PVC SEWER MAIN 19 +50 20 +0 20 +50 21 +0 21 +50 ! 22 +0 22 +50 23 +0 Pheasant Brook Estates PHEASANT LEXINGTON MASS. BROOK SOLOMON! ESTATES, INC. Plan a Prof lie PIERCE ROAD Station li +O to + ` y SEPTEMBER 20 1989 17 +50 18 +0 18 +50 19 +0 12 8 1" = 40' 10 0 20 60 0 11 4 2 0 -- S`S 1 d� sz I s �Gl, SCALE: 1 "= 40' HORIZONTAL ' -, Cos rse,cl,.[. v Y wnseo � _ r'- 4 VERTICAL ( — 2 n ( tin I J7G9 ��> �i}.� Civil '0/ 4