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Scale: None <br />A - <br />.END VIEW <br />Dio. A 8 G 0 E. R <br />12° 4" 2` d' 4-07$1 2 -0• 2`• 9" <br />15" 6" 2' -3' 3' -IQ„ 2`-6`, 2�4 If <br />J oints may be furnished with either Bell & <br />Spigot or Tongue 8 Groove ends. <br />R.C. PIPE <br />t2 <br />SECTION A -A - SLOPE -- <br />A <br />PLAN <br />WL <br />/SLOPE <br />PIES <br />2 <br />Rd = -IOIla " <br />R2= 9." <br />SLOPE ):i (6 "MIN. <br />SIDE ELEVATION T <br />FLARED END SECTION WITH RIP -RAP SLOPE <br />NOT TO SCALE <br />APPROVED BY <br />LEXINGTON PLANNING BOARD <br />DATE <br />s <br />1, CLERK T <br />OF THE TOWN OF LEXINGTON, MASS., <br />HEREBY CERTIFY THAT THE NOTICE OF APPROVAL <br />OF THIS PLAN BY THE LEXINGTON PLANNING BOARD <br />HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE <br />AND NO APPEAL WAS RECEIVED DURING THE TWENTY <br />DAYS NEXT AFTER SUCH RECEIPT AND RECORDING <br />OF SAID NOTICE. <br />DATt AeyjjrT*N CLERK <br />TOP ELEV7.= 173.23 EXIST. DMH <br />INV= 170.1(15' RCP) DRAIN 4 /S'7 <br />RIM = 174.48 <br />EASEMENT NV= 170.72(15 ^RCP) 2e44 <br />INV= 17082(CB LEFT) <br />PARCEL "C" INV= 170.87(CB RIGHT) <br />b4 x18 "r GtZfs.N fTE EP411dfa - <br />Z' a 7• IGK YAVER-5 i,. EXIST. CB <br />, RIM = 173.7 6 Lit, NV= 170.96 6 r PROP. CB 9 AND SETNC / <br />/ <br />RIM = 174.90 <br />to" OKAVF_L e15E -- -_ __ � � �'i; 1,F9 wV =171.45 <br />c <br />k� <br />�/ + n4.7s / 5 WIDE SIDEWALK TO BE <br />111- I11�= 111I�Rt 11�1�1� � � EXIST. SMH � j � � EXTENDED TO MAPLE ST <br />RIM= 174.83 / \ <br />INV= 1ss.os _ � �/ <br />WIDE SIDEWALK _ <br />1111= $ 1111 5 0 <br />1111100, - <br />�" QROP°5�0 + 4.95 D _ <br />q/�/ 7/ D \ ' <br />_ ��) t--�t' L 1- \�.TZ.RNA -rf, - �'- EXIST. 8" PVC SEWER <br />5 � YV IDF, �.7�1�R� 4 (�rAH t 1 E, �i -ti.jED I F;,VYAt -mot\ W�a 2 BEND 1/2 END `-- fl <br />F7-4-X-4 � - -... ----- -- <br />1/4 BEND S + 175.70 ROAD <br />^^ EXIST. 8" CLDI WATER <br />PROP. SION 11 S 8 "X8 "T & G 174.76 = <br />+ 174.40 a <br />4'- O' "` _ / ` G PROP. CONC. '� EXIST. CB <br />ELEC. \ ENCASEMENT �Q RIM =173:82 EXIST. CB RIM & GRATE <br />NV =no.s2 TO BE ADJUSTED TO MATCH <br />�c +174.15 PROP. STREET ELEVATION <br />OUTLET � ----- - - - - -- - --,� � � e ,,/ <br />.r G�GP / / PROP. CB 10 � 741,c <br />PIPE :;: Y RIM= 174.90 / �\ AND ALIGNMENT <br />A 00000 00000 1- A � INV= 171.55 �� _ \ /F -I�is� 'k17.04 <br />A Lood OCt 00000 A <br />EXIST. HYDRANT p <br />'Ile 0❑ 000 ❑❑ RELOCATION TO BE 7 ? 00th 00000 001 00000 1 Q ; DETERMINED 00 C70DC}[� �+ IN FIELD � 174.85 7s.sz <br />OC I�0000 IF NECESSARY \ <br />� t. >,' -- v. a ' :.�• ' a��� i / 175.33 OBE � //�C . <br />- 6" S <br />PLAN VIEW DETAIL <br />NEENAH R -3531- B SCALE: 1 " =20' <br />TURNPIKE INLET FRAME ' >> <br />AND DOUBLE GRATE 60 <br />4' -1 112' OR EQUIVALENT Z <br />c� <br />a <br />2` MIN WITH m <br />CL I2 RCP 3' _ 1C.. FRAME TO BE SET IN y <br />CUTS!££ Or --- -- - - -- j FULL BED CF MORTAR' �� 7 82 \ <br />PIPE Fz 2•' <br />CLEARANCE <br />4. S ELEC. <br />c- ROTONDO & SONS - - I ` BOX >> <br />-------- PRECAST PUMP <br />f CHAMBER PG 4X4 <br />PROVIDE " V OR EQUIVALENT EXISTING PAVED TURNAROUND AND LANDSCAPED ISLAND <br />"/ / <br />OPENING <br />c _ TO BE REMOVED AND REPLACED TEL. <br />r MORTAR ALL _JOINTS BY STRAIGHT SEGMENT OF STREET 81.02 <br />\B °x <br />s' M AND SIDEWALK. ANY AFFECTED LAWNS / <br />'CAST IRON TRAP OR DRIVEWAYS SHALL BE EXTENDED !- <br />WITH CLEANOUT v TO MATCH PROPOSED PAVEMENT. / <br />NEENAH R -3705 PROVIDE WEEP HOLE <br />(SEE PRELIMINARY DECISION BY LEXINGTON oaf � k 1a2�a a s <br />OR EQUIVALENT I s" PLANNING BOARD, DATED FEB. 27, 1989) � � � � / /181.70 <br />EXPOSED AREAS TO BE REPLACED <br />WITH 4" LOAM & SEED AND GRADED PROP. <br />CRICSS SECTION VIEW A -A TO TOWN OF LEXINGTON REQUIREMENTS �\ / k1a2� +181.83 SMH 1 / <br />FOR MINOR STREETS. SEE STANDARD y BoBOPR °P °sEo <br />DETAILS SHEET 17 OF 21. <br />DOGELE GRIATE CATCH EAE }N 54 l/ <br />_ EXIST. SMH 12}1/2 BENDS + 182.62 <br />- RIM = 181.05 / <br />_. -... - ........ /� INV= 173:05 CONC.ENC� i128END \ <br />CAW.VIAN "HEML.&k 10 e* FLAtt%DA IA I.OT `I 1g0 / 30 2Q 1/2 WEND <br />W I Ci{OB OP FATN _ $' ON fXNiW. -� <br />+ 181.37 <br />EXIST. HYD. / -�� r f 174 <br />-`$ WIDE InAto t02>;�CK{GTION UNE -172 <br />170 <br />O ELEC. BOX <br />L <br />CABLE TV <br />- <br />� <br />PROPOSED WATER BOX <br />. , CONNECTION LOCATION DETAIL <br />TO BE VERIFIED IN FIELD. SCALE' 1 " -20' <br />�63 ' Y - � ?�OVL9�icS "fn MAR(c O"tHER . <br />' EDftE Of EASEMEFI'f <br />t' DEKH OP WOOD GNIPS WITH <br />6A-e or (,0MrA0TtD 6U549AD6 <br />COMMOTE -0 ezk FAV5 <br />30 0 <br />�����1�t�irl {{l��t�lliV-111d11311I= IIl31i.11= 11111 <br />EASEMENT <br />20= 0 <br />PATH DETAIL BETWEEN LOTS 4& 5 16' -0" <br />NOT TO SCALE "BIT CONC. PAVEMENT <br />I I/2' WEARING COURSE <br />11 /2 "BINDINGCOURSE 3/8" FOOTMIN. <br />2•��'pY.. <br />12' GRAVEL, 2 LAYERS <br />TYPICAL COMMON DRIVE SECTION <br />NOT TO SCALE <br />A <br />DWG. NO.: 1538.62 <br />i <br />1 <br />i <br />t <br />