Loading...
HomeMy WebLinkAboutSD-346-412 "RC! (( DMH 14 SEO ON ORD AVENUE MERIDIAN IS 1945 COUNTY LAYOUT OF CONC � - 226 lb NV NOW OR FORMERLY ��°9 NORMAN A. TURNQUIST - S S- EXISTING SANITARY SEWER -D-� -D- PROPOSED DRAIN MANHOLE EXIST G TER 5 c, , O83± S F " 1 1 Q O EXISTING STONE BOUND PROPOSED CONTOUR © EXISTING DRAIN MANHOLE ® PROPOSED SPOT GRADE, Q EXISTING SEWER MANHOLE PROPOSED BIT. CONC. DRIVE WA Y 232.13 240 ROBERT D. & ANGELIKA J. FORSBERG 242 FFF FINISHED FIRST FLOOR El O CATCH BASIN WATER SERVICE BITUMINOUS CONCRETE BERM F `�*r 1 BFE BASEMENT FLOOR ELEVATION Q EXISTING UTILITY POLE BtT CONC IU NOW OR FORMERLY ��°9 NORMAN A. TURNQUIST - S S- EXISTING SANITARY SEWER -D-� -D- PROPOSED DRAIN MANHOLE EXIST G TER 5 c, , O83± S F � Q EXISTING FIRE HYDRANT BJ MINOUS CONCRETE HOLE FOUND IN STONE WALL !¢ey /7�__,4zVttl�tl NOW OR FORMERLY © RIM OF CATCHBASIN #11 481 EXISTING WATER GATE PROPOSED BIT. CONC. DRIVE WA Y 232.13 240 ROBERT D. & ANGELIKA J. FORSBERG 242 SUBJECT �< O EXISTING WATER SERVICE BITUMINOUS CONCRETE BERM F `�*r 1 N FORMERLY HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO NOTICE N ° 0 EXISTING GAS OQ W/LLL LL IAM C & OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER 244 �° 20 389 236.34 GATE SUCH RECEIPT AND RECORDING OF SAID NOTICE. REVISIONS 236,55 234.63 6 PVC 234.25 JO "C.1. �tiryhti k - D D - SIGN EXIS77NG STORM DRAIN ►e PROPOSED WATER GATE a PROPOSED HYDRANT 232. l t NOW OR FORMERLY ��°9 NORMAN A. TURNQUIST - S S- EXISTING SANITARY SEWER -D-� -D- PROPOSED DRAIN MANHOLE EXIST G TER NOTE. � CONTRACTOR SHALL FIELD VERIFY t EXISTING TREE LOCATIONS AND GAIN ®J APPROVAL FROM LARSON ASSOCIATES PRIOR TO ANY REMOVAL 9 �h W w- 1N WA MAIN - S- *-- -S- PROPOSED SEWER MANHOLE �� -OHw oxw- EXISTING OVERHEAD WIRES LOT ® PROPOSED CATCHBASIN EXISTING CONTOUR .,43,810± SF 25 TREE LINE D PROPOSED DRAIN LINE APPROVED BY 234 2 N STONE WALL S PROPOSED SEWER LINE - N LEXINGTON PLANNING BOARD CONIFEROUS TREE W PROPOSED WATER LINE DECIDUOUS TREE, SS PROPOSED SEWER SERVICE 254 GRAVED � ` PROPOSED �n fl . �C�uMd s51s�a.- 7''R���o4 RETAINING WALL WS PROPOSED WATER SER VICE DRIVE WAY EX/STtAG x, "C PROPOSED UNDERGROUND ��� AC ASBESTOS PIPE BDAPEGARgGE ��� 48.01* ?56 RCP REINFORCED CONCRETE PIPE TELEPHONE,ELECTRIC & CABLE EERR o5z, T25J Tc t AINING �� s` STOCKADE 6!p D/ DUCTILE IRON PROPOSED GRANITE CURB ALL FENCE �� , Air - � . .. 258 N 1. MINIMUM COVER OVER 'SEWER SERVICES SHALL BE FOUR (4) FEET. CONCRETE 5 2. WATER MAIN AND WATER SERVICES TO BE INCASED IN CONCRETE TOFBf REMOVED G L ®� FOR JO' (LINEAR) ON EITHER 'SIDE OF ALL SEWER LINES RUNNING 30, 078± S. F. LEACH D 11 i OVER SAID 'WATER LINES AND SERVICES. '� BOTTOM FL.= DAB 3. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE FZ i ®, st 285.0`* AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF T PLANS OF RECORD.i MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT 1 46pf A WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT MINIMUM DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND ,CONTACT DIG SAFE C mw AT 1 -800- 322 - 4844. Mp 65 m �5 4. WATER SE VICES TO BE 1" COPPER WITH BUFFALO TYPE SERVICE BOX. n f'ROU CL OUT 5. SEWER SERVICES TO BE 6" PVC SDI? 35 AND SHALL HAVE CLEAN OUTS EVERY 100'. c 6. ALL TOP & SUB- SOILS l LS AND UNSUITABLE SOILS THIN THE RIGHT -OF -WAY SHALL BE 4�� REMOVED AND REPLACED WITH PROCESSED GRAVEL. 7 ELEVATIONS! ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. n STARTING BENCHMARK: SILL OF HOUSE No. 389 CONCORD AVENUE ELEV = 243.84. BASED ON RECORD OA TA PROVIDED BY THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT. 260 EXIS77W.S7RUC7URE RIM 8t INVERT CHART PROP "_� LOL ty, , M 5 5 c, , O83± S F � UH Q s 5116194 ©DRILL HOLE FOUND IN STONE WALL !¢ey /7�__,4zVttl�tl SUBJECT © RIM OF CATCHBASIN #11 232.11 i _ U /SE CLERK OF THE TOWN OF 230.81(15 RCP) DMH 9 232.13 W s SUBJECT �< SPECIAL PERMIT DATED , 228:62(15 RCP) APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS 218,77 F `�*r 1 N FORMERLY HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO NOTICE SCALE 1"--40' EXIST. DWELLING 0 CONCRETE FOUNDATION OQ W/LLL LL IAM C & OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER METERS O �° 20 389 236.34 JEAN M. NARDONE SUCH RECEIPT AND RECORDING OF SAID NOTICE. REVISIONS 236,55 234.63 6 PVC 234.25 JO "C.1. CB #8 232.02 EXIST U( CB 11 232. l t 229.7 10 "C, I. I z 218.43 � ti U CB 15 � 214.26 12 "RCP 4 PROPOSED ti LEACH PIT NOW OR FOPMERL Y AfA1(/ TOWN CLERK DATE D ROBERT J. DIAS & Q AT, RE- LOCATE EXISTING J � � RE 6 CATCHBASIN TO CURB b o- 1 UNE 2 )MH M oLn 13 2 PROPOSED - 0 1O0x8'x10'TEE 8'-10` WIDE & TRIPLE GATE U a a RAVEL ROAD COLD PLANE ENTIRE WD7H OF STREET TO 4 18 D A DEPTH OF 1 1/2' IS OVERLAY AREA M17H c� 1 112' OF nN/SH COURSE Off• BITUMINOUS CONCRETE m E T NOTE. � CONTRACTOR SHALL FIELD VERIFY t EXISTING TREE LOCATIONS AND GAIN ®J APPROVAL FROM LARSON ASSOCIATES PRIOR TO ANY REMOVAL 9 �h W w- 1N WA MAIN - S- *-- -S- PROPOSED SEWER MANHOLE �� -OHw oxw- EXISTING OVERHEAD WIRES LOT ® PROPOSED CATCHBASIN EXISTING CONTOUR .,43,810± SF 25 TREE LINE D PROPOSED DRAIN LINE APPROVED BY 234 2 N STONE WALL S PROPOSED SEWER LINE - N LEXINGTON PLANNING BOARD CONIFEROUS TREE W PROPOSED WATER LINE DECIDUOUS TREE, SS PROPOSED SEWER SERVICE 254 GRAVED � ` PROPOSED �n fl . �C�uMd s51s�a.- 7''R���o4 RETAINING WALL WS PROPOSED WATER SER VICE DRIVE WAY EX/STtAG x, "C PROPOSED UNDERGROUND ��� AC ASBESTOS PIPE BDAPEGARgGE ��� 48.01* ?56 RCP REINFORCED CONCRETE PIPE TELEPHONE,ELECTRIC & CABLE EERR o5z, T25J Tc t AINING �� s` STOCKADE 6!p D/ DUCTILE IRON PROPOSED GRANITE CURB ALL FENCE �� , Air - � . .. 258 N 1. MINIMUM COVER OVER 'SEWER SERVICES SHALL BE FOUR (4) FEET. CONCRETE 5 2. WATER MAIN AND WATER SERVICES TO BE INCASED IN CONCRETE TOFBf REMOVED G L ®� FOR JO' (LINEAR) ON EITHER 'SIDE OF ALL SEWER LINES RUNNING 30, 078± S. F. LEACH D 11 i OVER SAID 'WATER LINES AND SERVICES. '� BOTTOM FL.= DAB 3. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE FZ i ®, st 285.0`* AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF T PLANS OF RECORD.i MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT 1 46pf A WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT MINIMUM DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND ,CONTACT DIG SAFE C mw AT 1 -800- 322 - 4844. Mp 65 m �5 4. WATER SE VICES TO BE 1" COPPER WITH BUFFALO TYPE SERVICE BOX. n f'ROU CL OUT 5. SEWER SERVICES TO BE 6" PVC SDI? 35 AND SHALL HAVE CLEAN OUTS EVERY 100'. c 6. ALL TOP & SUB- SOILS l LS AND UNSUITABLE SOILS THIN THE RIGHT -OF -WAY SHALL BE 4�� REMOVED AND REPLACED WITH PROCESSED GRAVEL. 7 ELEVATIONS! ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. n STARTING BENCHMARK: SILL OF HOUSE No. 389 CONCORD AVENUE ELEV = 243.84. BASED ON RECORD OA TA PROVIDED BY THE TOWN OF LEXINGTON ENGINEERING DEPARTMENT. 260 EXIS77W.S7RUC7URE RIM 8t INVERT CHART PROP "_� LOL ty, , M 5 5 c, , O83± S F � FOUND IN UTILITY POLE #62 Q s 5116194 ©DRILL HOLE FOUND IN STONE WALL !¢ey /7�__,4zVttl�tl SUBJECT © RIM OF CATCHBASIN #11 232.11 i _ U /SE CLERK OF THE TOWN OF 230.81(15 RCP) DMH 9 232.13 230.18 10 "CL s SUBJECT �< SPECIAL PERMIT DATED , 228:62(15 RCP) APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS 218,77 F `�*r 1 N FORMERLY HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO NOTICE SCALE 1"--40' EXIST. DWELLING 0 CONCRETE FOUNDATION 40 80 160 W/LLL LL IAM C & OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER METERS O �° 20 389 236.34 JEAN M. NARDONE SUCH RECEIPT AND RECORDING OF SAID NOTICE. REVISIONS 236,55 234.63 6 PVC 234.25 JO "C.1. CB #8 232.02 EXIST 230.51 10 "CI CB 11 232. l t 229.7 10 "C, I. I z 218.43 BARN CB 15 218.46 214.26 12 "RCP 4 PROPOSED LEACH PIT NOW OR FOPMERL Y AfA1(/ TOWN CLERK DATE ROBERT J. DIAS & GLORIA McLALAN 1 )MH M 13 2 8'-10` WIDE �- a a RAVEL ROAD IS 1 DECLARE, TO THE BEST OF MY PROFESSIONAL w KNOWLDEGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. � r 5- ' v FOR MERIDIAN ENGINEERING DATE COLLABORATIVE, INC REGISTRY OF DEEDS USE ONLY O NOW OR FORMERLY BREWSTERS INC. LEANOU DESCRIPTION , O83± S F QNAIL 1 FOUND IN UTILITY POLE #62 Q s 5116194 ©DRILL HOLE FOUND IN STONE WALL !¢ey /7�__,4zVttl�tl SUBJECT © RIM OF CATCHBASIN #11 232.11 i _ U /SE CLERK OF THE TOWN OF 230.81(15 RCP) DMH 9 232.13 230.18 10 "CL LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF SUBJECT �< SPECIAL PERMIT DATED , 228:62(15 RCP) APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS 218,77 F `�*r 209-62(24-) N FORMERLY HAS BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO NOTICE SCALE 1"--40' �3 0 20 40 80 160 W/LLL LL IAM C & OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER METERS O �° 20 40 60 236.34 JEAN M. NARDONE SUCH RECEIPT AND RECORDING OF SAID NOTICE. REVISIONS 236,55 234.63 6 PVC 234.25 JO "C.1. CB #8 232.02 230.51 10 "CI CB 11 232. l t 229.7 10 "C, I. CB 13 z 218.43 211. t2 " "RCP CB 15 218.46 214.26 12 "RCP PROPOSED LEACH PIT AfA1(/ TOWN CLERK DATE n BOTTOM EL.= T 238.0* 0 A 1,_- _----- --- --- - -- ---_ CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF = APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS 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. TOWN CLERK DATE BENCHMARK # DESCRIPTION ELEV. QNAIL 1 FOUND IN UTILITY POLE #62 237.92 5116194 ©DRILL HOLE FOUND IN STONE WALL 255.95 SUBJECT © RIM OF CATCHBASIN #11 232.11 CHK'D "THIS PLAN IS SUBJECT TO A COVENANT DATED 1c)t��Qy DMH 2 1 5116194 ADD NOTE FOR CB #8 RSR "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED BY CHK'D 230.81(15 RCP) DMH 9 232.13 230.18 10 "CL "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED , 228:62(15 RCP) DMH #14 218,77 GRAPHIC SCALE 209-62(24-) SMH #5 235.54 SCALE 1"--40' FEET 40 0 20 40 80 160 218.35 SMH 16 METERS O 10 20 40 60 236.34 INACCESSIBLE INACCESSIBLE REVISIONS DWG No. T.-2458U S7RUCTUR£ RIM ELEVATION INVERT (IN) INVERT (OUT) DMH 2 1 5116194 ADD NOTE FOR CB #8 RSR REW NO. DATE DESCRIPTION BY CHK'D S7RUCTUR£ RIM ELEVATION INVERT (IN) INVERT (OUT) DMH 2 236.53 INACCESSIBLE 233.23 DMHj-- 236.76 23326(12 "RCP) 232.81(15 RCP) 23381(10 "C.L) 23221(15 RCP) DMH#6 235.31 230.81(15 "RCP) 231.01(12 RCP) 230.81(15 RCP) DMH 9 232.13 230.18 10 "CL 229.73 12 °RCP DMHj10 232.32 229:12(12 "RCP) 228.67(15 "RCP) 229.27(10 "0.L) 228:62(15 RCP) DMH #14 218,77 210.57(12 "RCP) 210:65(15 RCP) 213.77(CB#15) 209-62(24-) SMH #5 235.54 229.04(SMH #16) 229.04 SMH 7 229.04(SMH#12) SMH 12 226.12 218.35 SMH 5 218.35 SMH 16 239.73 23266 8 -A.C. 23266(SMH 5 CB 1 236.34 INACCESSIBLE INACCESSIBLE C8#4 236,55 234.63 6 PVC 234.25 JO "C.1. CB #8 232.02 230.51 10 "CI CB 11 232. l t 229.7 10 "C, I. CB 13 z 218.43 211. t2 " "RCP CB 15 218.46 214.26 12 "RCP 0 w ROBER 100 MIL FRANKLIN, MASS? MARY G, 79 REE LEXINGTON, MASS y+g ��cnartE 'Na„l Jr a'. No 34776 Civil °eG �``ceS7f00� �0