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HomeMy WebLinkAboutSD-351-7D_ v e � C8 RIM = 199.94 INV =195.5 C8 RIM= 198.38 INV= 794.9((N) INV =194 6(OUT) w �1 ~ 0 a ti J 0 a q� U m J a 190 h O Q J h � 1 U a 180 k 11A 6"x6 "CB W /DH F! 77PPED � ) I f-T o i I � I� I e � 1 N� Q 0' A.G. IN U77LITY POLE No. 42 ' EV = 200.53 6 °x6 "CB W /DH SET 0.31±AG 4„ '4„ r 4» TEC TEC TEC TEC �<' TEC �8" DIA. WATER MAIN W v -t+ee - w w 6 °x6 "CB + + W /DH SET `y HOWARD MONROE PLACE GAS SERVICE (PRIVATE - 40' WIDE UNDER CONS7RUC770N) TO LOT# 164F NOW OR FORMERLY MARIANNE G. TABOZAL & GEORGE DEVAY LOT# 164F NOW OR FORMERLY SHELDON CORPORA77ON CB #3 R141= 792.67 IN = 188.3± DMH #5 RIM= 193.08 1N V IN =188.O±(CLU &3) 1NV OJT =187.9 -5 (DMH7) 6x6 "CB W /DH 0.3'±AG 6 "x6" CB W /DH SET 4r 0.3'±AG \4" �-- TEC NI 6i&CB / /DH .3±AG , P 4 TEC -TEC - W -2+ & w - -- -- f 317DA D , 12 r'WATER H #5 CB #11 � C8 #1 �LE V RIM= 793.18 _ SIDEW LK-- --- r NV = 188.2± s x6 "CB / W /DH SET 00.OAG% j 6 x6"CB W DH SET / 0:1'tAG A� I m EXIS77NG 2 STORY WOOD FRAME DWELLING NON - REGISTERED LAND REGISTERED LAND LOT# 164II NOW OR FORMERLY SHELDON CORPORA77ON NH?DRANTRCAP BOLT, ELE =FRONT ty J �0 51 8" IR W /CAP 1 " =20' / I o I SF�IFNT ��� SET FLUSH SLEE E CB #2 EXIS77NG 2 STORY FRAME I I Y /��t . t `ZOO i SPRINKLER CONTROL B( METERS 0 5 10 20 30 M-p o L 1 SMH #72 a� EXIST. HIGH CAPACITY MJJ INFILTRATOR SYSTEM DATE 14'W x 32'L RIM- 184.30 INV IMF 1777 +(SMH73) 10' WIDE TOWN OF INV0UT =7776 +(8 "PVC) LEXINGTON SEWER I i I i i EASEMENT 10, 0 10 20 40 HOR. 6796" S6 l I � W%DH SET } I I - - - 0.4' A. G. SMH #14 RIM= 783.57 I 1 ! 1 _ - W- - _ SMH #12 _ I INV= 176.2+ I (6I I l _ S - - v -� 3 ±00 DMH ; '; -�,�gn 1� -I - �.`'�l�• A 1518 IR ` t - - 8 "PVC D D. ©- S QS j I 7 W /CAP SET 1 0.3' A.G. _ _ - 6'X6" SB 8 PAC W /DH SET _ - I( D Eft v INVERT I _7;7/ DMH 18 RIM= 784.76 0.4' A. _ _ -- _ _ I _ INACCESStBL E 1NV1N= 187.2 +(DMH10) I INV.OUT =181.1 t(Dt ✓H77), SITE PLAN. I 40, °F QR O J �0 51 8" IR W /CAP 1 " =20' / I o I SF�IFNT ��� SET FLUSH SLEE E CB #2 EXIS77NG 2 STORY FRAME I I Y /��t . t `ZOO i SPRINKLER CONTROL B( RIM - 18.,.56 WOOD INV =787 0'+ DWELLING O O rOUH #,9 RIM= 190.56 1. THE TOPOGRAPHY AND S17E DETAIL DEPICTED HEREON WERE OBTAINED \ v TOP STONE = 784.4+ " i FROM A PAR77AL FIELD SURVEY CONDUCTED BETWEEN OCTOBER 29 & 30 SEWER MANHOLE QS CB #2 I ~ 6x6 "CB _-[] 6x6 "CB 1996 AND JULY 31, 1998 BY MERIDIAN ENGINEERING,'INC. CATCH BASIN [] W /DH Of DMH #9 _ - - - SMH #13 \ WAH SET 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RO. 0.1 #AG -__�% 5 \ 0.2'*AG J. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE UTILITY POLE 8 "pVC �_S -S �~ - SMH #73 AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF a S � FIRE HYDRANT 00 5 S t R M 't91. 4 H ! 22 S _17M 0 .� S {, __ \ PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY `. -® \ INV IN= 178.8f(SMH8) NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPIG7ED OR NOT EXISTING WATER GATE 8 "P tC r_ D - V INV OUT 178.7f(SMH12) DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONS7RUC77ON, WATER SERVICE �2�EM U7LITY SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE SEWER SERVICE fH#6 - ENT - _ - 6 "x6 "CB \ AT 1 -800- 322 -4844. GUY WIRE .. CSMN #8 W /DH SET \\ \ \\ 4. THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOPOGRAPHIC S17F FEATURES MISC. MANHOLE 0.2 Z& k ON THE SUBJECT PROPERTY. BOUNDARY LINES DEPICTED' 6 "x6 "C8 R7M 190.00 \ ° \ ON THIS PLAN ARE APPROXIMATE AND ARE FOR PICTORIAL PURPOSES ONLY UTLITY POLE W /LIGHT 0.� AGET INV1N= 779.6±(6 °PVC) \\ \ 5. RECORD OWNER: 121�MARREIT ROAD SIGN v INV. OUT= 179.6+ SMH13 DMN #70 ( ) RIM = 191.14 \ �)� \ LEXINGTON, MA 02173 ELEC7RIC BOX DMH #6 1NViN 181.6 ±(DMH6) \ �Gl� s ��\ 6. ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. TELEPHONE BOX EB IR RIM= 190.70 NV.0UT= 181.6(DAdH11) \ STAR77NG BENCHMARK. • HYDRANT SPINDLE ACROSS FROM U77CA STREET W /CAP INVIN- 182.9+(INF) \ a A ELEV.= 220.23 AS DEPICTED ON DEFIN177VE SUBDIVISION PLAN BY SPRINKLER CONTROL E3 SET FLUSH IN V OU T= 182.6(DMH 10) LOT# 164E \ H SLETMAN ASSOCIATES DATED SEP7FMBER 1, 1994. CABLE PEDESTAL e NOW OR FORMERLY Z THE PROPOSED ROADWAY AND UTILITY CONSTRUCTION HAS BEEN STORM DRAIN D AUTHORIZED BY AN ORDER OF COND177ONS (DEP FILE No: 201 -361) SANITARY SEWER S DATED APRIL 3, 1995 BY THE LEXINGTON CONSERVA17ON COMMISSION. WATER MAIN W RFI^FRFIUf`F�° BITUMINOUS BERM -LAND COURT CERTIFICATE No. 184020, REGISTRATION BOOK GRANITE CURB 1050, PAGE 70 REINFORCED CONCRETE PIPE REP -LAND COURT CERTIFICATE No. 202011, REGISTRATION BOOK 1140, PAGE 61 * GAS GATE (D 4' -DEED BOOK 19423, PAGE 378 * DECIDUOUS TREE * RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS METERS 0 5 10 20 30 M-p o L 1 815198 a� EXIST. HIGH CAPACITY MJJ INFILTRATOR SYSTEM DATE 14'W x 32'L RIM - 18.,.56 WOOD INV =787 0'+ DWELLING O O rOUH #,9 RIM= 190.56 1. THE TOPOGRAPHY AND S17E DETAIL DEPICTED HEREON WERE OBTAINED \ v TOP STONE = 784.4+ " i FROM A PAR77AL FIELD SURVEY CONDUCTED BETWEEN OCTOBER 29 & 30 SEWER MANHOLE QS CB #2 I ~ 6x6 "CB _-[] 6x6 "CB 1996 AND JULY 31, 1998 BY MERIDIAN ENGINEERING,'INC. CATCH BASIN [] W /DH Of DMH #9 _ - - - SMH #13 \ WAH SET 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RO. 0.1 #AG -__�% 5 \ 0.2'*AG J. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE UTILITY POLE 8 "pVC �_S -S �~ - SMH #73 AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF a S � FIRE HYDRANT 00 5 S t R M 't91. 4 H ! 22 S _17M 0 .� S {, __ \ PLANS OF RECORD. MERIDIAN ENGINEERING INC. DOES NOT WARRANTY `. -® \ INV IN= 178.8f(SMH8) NOR GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPIG7ED OR NOT EXISTING WATER GATE 8 "P tC r_ D - V INV OUT 178.7f(SMH12) DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONS7RUC77ON, WATER SERVICE �2�EM U7LITY SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE SEWER SERVICE fH#6 - ENT - _ - 6 "x6 "CB \ AT 1 -800- 322 -4844. GUY WIRE .. CSMN #8 W /DH SET \\ \ \\ 4. THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT TOPOGRAPHIC S17F FEATURES MISC. MANHOLE 0.2 Z& k ON THE SUBJECT PROPERTY. BOUNDARY LINES DEPICTED' 6 "x6 "C8 R7M 190.00 \ ° \ ON THIS PLAN ARE APPROXIMATE AND ARE FOR PICTORIAL PURPOSES ONLY UTLITY POLE W /LIGHT 0.� AGET INV1N= 779.6±(6 °PVC) \\ \ 5. RECORD OWNER: 121�MARREIT ROAD SIGN v INV. OUT= 179.6+ SMH13 DMN #70 ( ) RIM = 191.14 \ �)� \ LEXINGTON, MA 02173 ELEC7RIC BOX DMH #6 1NViN 181.6 ±(DMH6) \ �Gl� s ��\ 6. ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. TELEPHONE BOX EB IR RIM= 190.70 NV.0UT= 181.6(DAdH11) \ STAR77NG BENCHMARK. • HYDRANT SPINDLE ACROSS FROM U77CA STREET W /CAP INVIN- 182.9+(INF) \ a A ELEV.= 220.23 AS DEPICTED ON DEFIN177VE SUBDIVISION PLAN BY SPRINKLER CONTROL E3 SET FLUSH IN V OU T= 182.6(DMH 10) LOT# 164E \ H SLETMAN ASSOCIATES DATED SEP7FMBER 1, 1994. CABLE PEDESTAL e NOW OR FORMERLY Z THE PROPOSED ROADWAY AND UTILITY CONSTRUCTION HAS BEEN STORM DRAIN D AUTHORIZED BY AN ORDER OF COND177ONS (DEP FILE No: 201 -361) SANITARY SEWER S DATED APRIL 3, 1995 BY THE LEXINGTON CONSERVA17ON COMMISSION. WATER MAIN W RFI^FRFIUf`F�° BITUMINOUS BERM -LAND COURT CERTIFICATE No. 184020, REGISTRATION BOOK GRANITE CURB 1050, PAGE 70 REINFORCED CONCRETE PIPE REP -LAND COURT CERTIFICATE No. 202011, REGISTRATION BOOK 1140, PAGE 61 * GAS GATE (D 4' -DEED BOOK 19423, PAGE 378 * DECIDUOUS TREE * RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS 1 +000 2 +00 3+00 4+00 DWG No. 2062ASBT2 fill FROM j 8" VC `86' S =0.005 - -� 8'PVC DMH #70 S A 4 ±22 3'R RIM= 191. 1 (NV IN=187, 6± DMH6 (NVOUT =7 1.6(DMH71) DMH #71 TA 5 +17 5'R FROM RIM - 184.76 SMH8 �� INV IN=181.2_ ±(DMH IO) g" p INV.OUT- 18I,I(DMH) A L�gO, S °0.013 J C L =84' (TO SMH74) N LF Q ro SMH #12 STA, 5 +03 41 ro RiM=184, 30 ti 1NV 1N= 177.7 ±(SMH I3) z INV our 1776_ ±(8 "PVC) z °» DATUM ELEV"' ? ? 175.00 rn rn � 44-00 5+00 u'i/C1m METERS 0 5 10 20 30 PR ILE, L 1 815198 UPDATE UTILITIES & GRADING EAR MJJ NO. DATE LANDSCAPED ISLAND SCALE.• 1 " = 20' ERT I CHK'D 1 0 1 2 4 VERT. EEO i I i i 10, 0 10 20 40 HOR. T 2 RCT' 3 15 12' RCP L -6 8 0 050 � {C 33 TO DIVH 1 W I N q� m N � Nro� u) 6'FVC FRO 1 ; ' 8'PVC L =110' S=000.. q 0 cr z m z INFILTRATOR N � ro Ni r `vZ 2 T N ? Q + Q O 8 „PVC L=77' 5= 0.010 - � � z o� L U z LLJ DATUM ELEV ?? 175.00 O' W �' rn rn rn � rn rn rn 1 +000 2 +00 3+00 4+00 DWG No. 2062ASBT2 fill FROM j 8" VC `86' S =0.005 - -� 8'PVC DMH #70 S A 4 ±22 3'R RIM= 191. 1 (NV IN=187, 6± DMH6 (NVOUT =7 1.6(DMH71) DMH #71 TA 5 +17 5'R FROM RIM - 184.76 SMH8 �� INV IN=181.2_ ±(DMH IO) g" p INV.OUT- 18I,I(DMH) A L�gO, S °0.013 J C L =84' (TO SMH74) N LF Q ro SMH #12 STA, 5 +03 41 ro RiM=184, 30 ti 1NV 1N= 177.7 ±(SMH I3) z INV our 1776_ ±(8 "PVC) z °» DATUM ELEV"' ? ? 175.00 rn rn � 44-00 5+00 u'i/C1m ti, FENED UNDERGROUND U77L/TY DATA REPRESENTS 7RDED 1NFORMA77ON RECOVERED THROUGH RESEARCH IOUT E14DENCE OF SURFACE DEMARCATION, AND WAS FIELD VERIFIED, ro 6 +00 'ORD CONDITIONS PLAN 8c : PROFILE LOCATED IN XIN T N, MASSACHUSETTS (MIDDLESEX, COUNTY) PREPARED FOR THE SHELDON CORPORATION LE. AS NOTED DATE: DECEMBER 6, 1996 x MEW ENGINEERING, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TELEPHONE: (508) 535 -7328 MEET No. 1 OF 1 PROJECT No. 2062 L 1 815198 UPDATE UTILITIES & GRADING EAR MJJ NO. DATE DESCRIP77ON BY I CHK'D ti, FENED UNDERGROUND U77L/TY DATA REPRESENTS 7RDED 1NFORMA77ON RECOVERED THROUGH RESEARCH IOUT E14DENCE OF SURFACE DEMARCATION, AND WAS FIELD VERIFIED, ro 6 +00 'ORD CONDITIONS PLAN 8c : PROFILE LOCATED IN XIN T N, MASSACHUSETTS (MIDDLESEX, COUNTY) PREPARED FOR THE SHELDON CORPORATION LE. AS NOTED DATE: DECEMBER 6, 1996 x MEW ENGINEERING, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TELEPHONE: (508) 535 -7328 MEET No. 1 OF 1 PROJECT No. 2062