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Home My WebLink AboutSD-441-5W X w a Q a w� o� 2< ou SEWER UNDER WATER; UNDER DRAIN, ENCASE SEWER, CONTRACTOR SHALL TEST PIT TO VERIFY CLEARANCES. - �Lh" oa °- iI S4M° �. II i- M s< �> C'il z �,.. ncn�?cn oa Lo a >� -! °nI- D 325 U Cn d' z (n � M �M�ao M r. � + , 0 CL 320 s II �H_ D d�fl:Zin n3 N 315 0 , /`, S =0.005 oL6 nN 12 RCP N rl � 04 'i j L_5, F- +0� ii S =0.012 ' 0)cco d i'o� / 12 "RCP 0) rico N mtz� =IM (10o U(n!Y —cn 310 3:NNn it o _ o =or- rnN If 6 i— � f oM H � / a NNz co 305 oNCi atd- >U> / JG im,3A 00 n o N atno ?? q?Q N tn4i` EMO�N ii L Ito ON.N. d'6 1 ' /� / / �6 LN S (NI Zppa gF;Ez IIO M<::E >>> (1) V) — m��Z:D L3 tfISKZZZN 300 j 1 80.00' V48+ o PVI STA = 1 x w r 6 PVI ELEV = 2 / S =0.005 o o o A.D. - 6.00 12 "RCP M W 295 l--q 6 > K = 13.33 > > d o N o p d ° � S=0.009 1MN� NSN� w w 12 "RCP . :8) t--c4 +Conit SNpM )EZZ ¢ > u~i t3 z 290 L =13' S =o.Oob / rpJO 12 "RCP 285 S =0.009 'O QcjO 12 "RCP O 280 r 8- 0 S= D.Ol '00 L =18' 275 S =0.014 12" RCP L =15' S= 0.017 12 "RCP DATZW MXV 270.00 M oa co 00 00 t0 00 N c (o e t. 'n c0 <r ( t 7 o d. � co . M I M to 0) � � M N tj d 4 N (D T' cU 0; O p 00 N M (V c"I U of ci p � 0s O) 0 64 c.— q <N t tCf,4 ) m tN o N 0) N gy � lf Oi ) N 'o loo NW NW N N M M M M M M M 11 00 00 N U N Cl N N N N (0 c2 a " zinn �.tsn 4+00 4 +50 5 +00 5 +50 6+00 6 +50 � a O LL f' N � 6 C O I N L n +nn 0 +50 1 +00 I +ov -.__ co co M O N O to d- O O c0 N N co CO O O O O (C1 00 n r N N M V r. O Nj W O N) to O co rM 4 0 j 4 r ;'^ 6 (6 r 0- oi oi o 0 M M M M 00 00 ' t i D.E.M DAW. D.W.W. D.E.M. 1/26/00 I COMMONWEALTH 27 CAMBRIDGE STREET ENGINEERING, INC. BURLINGTON, MA 01803. (781) 229 -0411 CIVIL ENGINEERS & LAND SURVEYORS WEINMAYR ASSOCIATES, INC. So LANDSCAPE ARCHITECTS (60 TH STREET VILLE, MA, 02143 354 -8700 i30 )01° 525 PROPOSED CENTERLINE GRADE — - — - — - — EXISTING CENTERLINE GRADE EXISTING GRADE 20' RIGHT - — — — — — — - EXISTING GRADE 20' LEFT 520 315 GENERAL NOTES: 1) CONSTRUCTION PERFORMED DURING THIS PROJECT SHALL CONFORM TO THE TOWN OF LEXINGTON STANDARD SPECIFICATIONS. 2) ANY RELOCATION OF UTILITY POLES AND UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CUSTODIAN OF THE POLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ON UTILITY 310 POLE RELOCATION. 3) UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 'DIG SAFE 1 -888- 344 -7233' IN ADDITION THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES NEAR UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY REPRESENTATIVE. 4) PRIOR TO INSTALLING PROPOSED UTILITIES, THE CONTRACTOR SHALL TEST PIT AT THE PROPOSED 305 CONNECTION POINTS TO VERIFY ELEVATIONS AND CLEARANCES, ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DISRUPTION ON EXISTING INDIVIDUAL UTILITY SERVICE CONNECTIONS, INCLUDING WATER, ELECTRICITY, TELEPHONE, GAS AND CABLE TELEVISION, RESULTING FROM THE CONTRACTORS WORK. 6) LOCATIONS SHOWN FOR SEDIMENTATION CONTROL SYSTEMS ARE FOR INFORMATION ONLY, TYPL. OF 300 SYSTEM AND ACTUAL LOCATIONS TO BE APPROVED BY THE TOWN ENGINEER, AND, WHEN REQUIRED,. THE LEXINGTON CONSERVATION COMMISSION. 7) THE INFORMATION SHOWN ON THESE PLANS IS BASED ON LIMITED INVESTIGATION AND IS IN NO WAY WARRANTED TO INDICATE THE TRUE CONDITIONS OR ACTUAL QUANTITIES, OR DISTRIBUTIOI OF QUANTITIES OF WORK WHICH WILL BE REQUIRED, ACCORDINGLY, ALL RESPONSIBILITY FOR ANY DEVIA'11ONS BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS IS HEREBY DISCLAIMED. 295 8) THE CONTRACTOR SHALL PLACE 4' OF TOPSOIL WHEREVER TURF ESTABLISHMENT IS INDICATED. 9) THE CONTRACTOR SHALL RESET SIGNS, MAIL BOXES, FENCES AND STONE WALLS AS DIRECTED BY THE OWNER AND THE TOWN ENGINEER. 10) THE CONTRACTOR SHALL ROUND SIDE SLOPES TO MEET EXISTING GROUND AT LOCATIONS 290 DESIGNATED BY THE ENGINEER. 11) ALL UTILITY COVERS WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO THE PROPER GRADES. UTILITY COVERS INCLUDE BUT NOT LIMITED TO CATCH BASIN FRAMES AND GRATES, MANHOLE FRAMES AND COVERS, GATE VALVE COVERS, CURB STOPS, HAND HOLES, ETC. 12) THE LOCATION OF THE EXISTING SEWER AND WATER MAINS IS APPROXIMATE, THE DEPTH OF THE SEWER 285 AND WATER MAINS AS SHOWN ON THE PROFILES AND CROSS SECTIONS IS ASSUMED TO BE 4' -6' TO 7' -0'. THE CONTRACTOR SHALL TAKE ANY MEASURE NECESSARY TO ASSURE HIMSELF AS TO THE LOCATION AND DEPTH OF THE WATER AND SEWER MAIN AND ANY OTHER UTILITIES THAT MAY EXIST WITHIN THE PROJECT LIMITS. omIll 275 ENDORSED IN ACCORDANCE WITH G.L c 41 §81v AND THE ORDER OF J. LOMARDI OF THE LAND COURT DATED 5/16/2007 THAT AFFIRMED THE DECISION OF THE LEXINGTON PLANNING BOARD. SCALE 1" = 40' HOR. SCALE 1 = 4' VER. 40 20 5 0 T 44' NOTE, CHECK GRAPHIC SCALES BEFORE USING DRAWINGS e THIS PLAN IS THE PROPERTY OF COMMONWEALTH ENGINEERING, INC. AND MAY NOT BE REPRODUCED WITHOUT PERMISSION. PREPARED FOR DEBCO PROPERTIES 405 WALTHAM STREET, SUITE 401 LEXINGTON, MA. 02421 GRANDIEW AVENUE LEXINGTON, MASS. STREET PROFILE PLAN 99- 017.00 - PROFILE - PROJECT FILE NAME NUMBER 100.00 vc o ( ( PVI STA = 6 +00 o PVI ELEV = 324.68 + N N ° A A.D. _ —4.00 > � �>a K = 25.00 > w w a� w o 330 r r r r` 26 0 n -t 0 t t7 r j 0 i- N 9 - � a O LL f' N � 6 C O I N L n +nn 0 +50 1 +00 I +ov -.__ co co M O N O to d- O O c0 N N co CO O O O O (C1 00 n r N N M V r. O Nj W O N) to O co rM 4 0 j 4 r ;'^ 6 (6 r 0- oi oi o 0 M M M M 00 00 ' t i D.E.M DAW. D.W.W. D.E.M. 1/26/00 I COMMONWEALTH 27 CAMBRIDGE STREET ENGINEERING, INC. BURLINGTON, MA 01803. (781) 229 -0411 CIVIL ENGINEERS & LAND SURVEYORS WEINMAYR ASSOCIATES, INC. So LANDSCAPE ARCHITECTS (60 TH STREET VILLE, MA, 02143 354 -8700 i30 )01° 525 PROPOSED CENTERLINE GRADE — - — - — - — EXISTING CENTERLINE GRADE EXISTING GRADE 20' RIGHT - — — — — — — - EXISTING GRADE 20' LEFT 520 315 GENERAL NOTES: 1) CONSTRUCTION PERFORMED DURING THIS PROJECT SHALL CONFORM TO THE TOWN OF LEXINGTON STANDARD SPECIFICATIONS. 2) ANY RELOCATION OF UTILITY POLES AND UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CUSTODIAN OF THE POLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ON UTILITY 310 POLE RELOCATION. 3) UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 'DIG SAFE 1 -888- 344 -7233' IN ADDITION THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES NEAR UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY REPRESENTATIVE. 4) PRIOR TO INSTALLING PROPOSED UTILITIES, THE CONTRACTOR SHALL TEST PIT AT THE PROPOSED 305 CONNECTION POINTS TO VERIFY ELEVATIONS AND CLEARANCES, ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DISRUPTION ON EXISTING INDIVIDUAL UTILITY SERVICE CONNECTIONS, INCLUDING WATER, ELECTRICITY, TELEPHONE, GAS AND CABLE TELEVISION, RESULTING FROM THE CONTRACTORS WORK. 6) LOCATIONS SHOWN FOR SEDIMENTATION CONTROL SYSTEMS ARE FOR INFORMATION ONLY, TYPL. OF 300 SYSTEM AND ACTUAL LOCATIONS TO BE APPROVED BY THE TOWN ENGINEER, AND, WHEN REQUIRED,. THE LEXINGTON CONSERVATION COMMISSION. 7) THE INFORMATION SHOWN ON THESE PLANS IS BASED ON LIMITED INVESTIGATION AND IS IN NO WAY WARRANTED TO INDICATE THE TRUE CONDITIONS OR ACTUAL QUANTITIES, OR DISTRIBUTIOI OF QUANTITIES OF WORK WHICH WILL BE REQUIRED, ACCORDINGLY, ALL RESPONSIBILITY FOR ANY DEVIA'11ONS BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS IS HEREBY DISCLAIMED. 295 8) THE CONTRACTOR SHALL PLACE 4' OF TOPSOIL WHEREVER TURF ESTABLISHMENT IS INDICATED. 9) THE CONTRACTOR SHALL RESET SIGNS, MAIL BOXES, FENCES AND STONE WALLS AS DIRECTED BY THE OWNER AND THE TOWN ENGINEER. 10) THE CONTRACTOR SHALL ROUND SIDE SLOPES TO MEET EXISTING GROUND AT LOCATIONS 290 DESIGNATED BY THE ENGINEER. 11) ALL UTILITY COVERS WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO THE PROPER GRADES. UTILITY COVERS INCLUDE BUT NOT LIMITED TO CATCH BASIN FRAMES AND GRATES, MANHOLE FRAMES AND COVERS, GATE VALVE COVERS, CURB STOPS, HAND HOLES, ETC. 12) THE LOCATION OF THE EXISTING SEWER AND WATER MAINS IS APPROXIMATE, THE DEPTH OF THE SEWER 285 AND WATER MAINS AS SHOWN ON THE PROFILES AND CROSS SECTIONS IS ASSUMED TO BE 4' -6' TO 7' -0'. THE CONTRACTOR SHALL TAKE ANY MEASURE NECESSARY TO ASSURE HIMSELF AS TO THE LOCATION AND DEPTH OF THE WATER AND SEWER MAIN AND ANY OTHER UTILITIES THAT MAY EXIST WITHIN THE PROJECT LIMITS. omIll 275 ENDORSED IN ACCORDANCE WITH G.L c 41 §81v AND THE ORDER OF J. LOMARDI OF THE LAND COURT DATED 5/16/2007 THAT AFFIRMED THE DECISION OF THE LEXINGTON PLANNING BOARD. SCALE 1" = 40' HOR. SCALE 1 = 4' VER. 40 20 5 0 T 44' NOTE, CHECK GRAPHIC SCALES BEFORE USING DRAWINGS e THIS PLAN IS THE PROPERTY OF COMMONWEALTH ENGINEERING, INC. AND MAY NOT BE REPRODUCED WITHOUT PERMISSION. PREPARED FOR DEBCO PROPERTIES 405 WALTHAM STREET, SUITE 401 LEXINGTON, MA. 02421 GRANDIEW AVENUE LEXINGTON, MASS. STREET PROFILE PLAN 99- 017.00 - PROFILE - PROJECT FILE NAME NUMBER D.E.M DAW. D.W.W. D.E.M. 1/26/00 I COMMONWEALTH 27 CAMBRIDGE STREET ENGINEERING, INC. BURLINGTON, MA 01803. (781) 229 -0411 CIVIL ENGINEERS & LAND SURVEYORS WEINMAYR ASSOCIATES, INC. So LANDSCAPE ARCHITECTS (60 TH STREET VILLE, MA, 02143 354 -8700 i30 )01° 525 PROPOSED CENTERLINE GRADE — - — - — - — EXISTING CENTERLINE GRADE EXISTING GRADE 20' RIGHT - — — — — — — - EXISTING GRADE 20' LEFT 520 315 GENERAL NOTES: 1) CONSTRUCTION PERFORMED DURING THIS PROJECT SHALL CONFORM TO THE TOWN OF LEXINGTON STANDARD SPECIFICATIONS. 2) ANY RELOCATION OF UTILITY POLES AND UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CUSTODIAN OF THE POLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ON UTILITY 310 POLE RELOCATION. 3) UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 'DIG SAFE 1 -888- 344 -7233' IN ADDITION THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES NEAR UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY REPRESENTATIVE. 4) PRIOR TO INSTALLING PROPOSED UTILITIES, THE CONTRACTOR SHALL TEST PIT AT THE PROPOSED 305 CONNECTION POINTS TO VERIFY ELEVATIONS AND CLEARANCES, ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DISRUPTION ON EXISTING INDIVIDUAL UTILITY SERVICE CONNECTIONS, INCLUDING WATER, ELECTRICITY, TELEPHONE, GAS AND CABLE TELEVISION, RESULTING FROM THE CONTRACTORS WORK. 6) LOCATIONS SHOWN FOR SEDIMENTATION CONTROL SYSTEMS ARE FOR INFORMATION ONLY, TYPL. OF 300 SYSTEM AND ACTUAL LOCATIONS TO BE APPROVED BY THE TOWN ENGINEER, AND, WHEN REQUIRED,. THE LEXINGTON CONSERVATION COMMISSION. 7) THE INFORMATION SHOWN ON THESE PLANS IS BASED ON LIMITED INVESTIGATION AND IS IN NO WAY WARRANTED TO INDICATE THE TRUE CONDITIONS OR ACTUAL QUANTITIES, OR DISTRIBUTIOI OF QUANTITIES OF WORK WHICH WILL BE REQUIRED, ACCORDINGLY, ALL RESPONSIBILITY FOR ANY DEVIA'11ONS BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS IS HEREBY DISCLAIMED. 295 8) THE CONTRACTOR SHALL PLACE 4' OF TOPSOIL WHEREVER TURF ESTABLISHMENT IS INDICATED. 9) THE CONTRACTOR SHALL RESET SIGNS, MAIL BOXES, FENCES AND STONE WALLS AS DIRECTED BY THE OWNER AND THE TOWN ENGINEER. 10) THE CONTRACTOR SHALL ROUND SIDE SLOPES TO MEET EXISTING GROUND AT LOCATIONS 290 DESIGNATED BY THE ENGINEER. 11) ALL UTILITY COVERS WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO THE PROPER GRADES. UTILITY COVERS INCLUDE BUT NOT LIMITED TO CATCH BASIN FRAMES AND GRATES, MANHOLE FRAMES AND COVERS, GATE VALVE COVERS, CURB STOPS, HAND HOLES, ETC. 12) THE LOCATION OF THE EXISTING SEWER AND WATER MAINS IS APPROXIMATE, THE DEPTH OF THE SEWER 285 AND WATER MAINS AS SHOWN ON THE PROFILES AND CROSS SECTIONS IS ASSUMED TO BE 4' -6' TO 7' -0'. THE CONTRACTOR SHALL TAKE ANY MEASURE NECESSARY TO ASSURE HIMSELF AS TO THE LOCATION AND DEPTH OF THE WATER AND SEWER MAIN AND ANY OTHER UTILITIES THAT MAY EXIST WITHIN THE PROJECT LIMITS. omIll 275 ENDORSED IN ACCORDANCE WITH G.L c 41 §81v AND THE ORDER OF J. LOMARDI OF THE LAND COURT DATED 5/16/2007 THAT AFFIRMED THE DECISION OF THE LEXINGTON PLANNING BOARD. SCALE 1" = 40' HOR. SCALE 1 = 4' VER. 40 20 5 0 T 44' NOTE, CHECK GRAPHIC SCALES BEFORE USING DRAWINGS e THIS PLAN IS THE PROPERTY OF COMMONWEALTH ENGINEERING, INC. AND MAY NOT BE REPRODUCED WITHOUT PERMISSION. PREPARED FOR DEBCO PROPERTIES 405 WALTHAM STREET, SUITE 401 LEXINGTON, MA. 02421 GRANDIEW AVENUE LEXINGTON, MASS. STREET PROFILE PLAN 99- 017.00 - PROFILE - PROJECT FILE NAME NUMBER omIll 275 ENDORSED IN ACCORDANCE WITH G.L c 41 §81v AND THE ORDER OF J. LOMARDI OF THE LAND COURT DATED 5/16/2007 THAT AFFIRMED THE DECISION OF THE LEXINGTON PLANNING BOARD. SCALE 1" = 40' HOR. SCALE 1 = 4' VER. 40 20 5 0 T 44' NOTE, CHECK GRAPHIC SCALES BEFORE USING DRAWINGS e THIS PLAN IS THE PROPERTY OF COMMONWEALTH ENGINEERING, INC. AND MAY NOT BE REPRODUCED WITHOUT PERMISSION. PREPARED FOR DEBCO PROPERTIES 405 WALTHAM STREET, SUITE 401 LEXINGTON, MA. 02421 GRANDIEW AVENUE LEXINGTON, MASS. STREET PROFILE PLAN 99- 017.00 - PROFILE - PROJECT FILE NAME NUMBER