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Home My WebLink AboutSD-459-6PW Station:0 #86:03 PW Elevation :214:99 H.P. Station :0+66.03 N.P. Elevation: 215:39 K- Value: 13 33` 44.Q' VC PW Station: 3-t -41.50 PW Elevation:210.27 218 Mo H.P. Station :3 +41.50 218 co TMS . + o n�i K- Value. 6.25 Q, 'N ! ;cv 25.0' VC 0 216----- STA 0 +30.16 - ° N oo o0 EXISTING RIGHT -OI -WA`Y <v r i cy MASSACHUSETTS A VENUE 214 214----- - o Spp /i- EXISTING CENTERLINE GRADE 212------ - - - - - -- SEE. PROPOSED SEWER - PROPOSED CENTERLINE GRADE }n p - - -" -- FORCE MAIN 212 PROPOSED VNA7ER SERVICES CONNECTION DETAIL I I (SIZE TO BE !DE7ERMINED 3 ppg j BY PROJECT1MEP) +, 21 - 1. 58 210 2,00 0 ' o PROPOSED CAPE COD BERM 04 O - _- 20 -- TO C CONNECT TO EXISTING - �- a 49 208 WATER MAIN IN ~ 20 - - MASSACHUSETTS AVENUE -- - - - -- - - -� C V 6 - y + -- }i f 0 206 R35 LAJ 204 -6 PUC - - -- - -- ~ - SDR35 i SEEIU77LITY N07E 3 - o 204 202 - - - -- -- - - -- - N '� ��i (N NN 202 Q If It PROPOSED SEWER FORCE MAINS 0) 00 i j Q vI`j 2 2 (SCH$0 PVC) FROM PROPOSED 11 > 200 20 - x y ^ _ -- - - - - - -- - -- - -- ; - - - - - {N COVER OR INSUL TED) u q I TO BE DESIGNED BY OTHERS; SEE !) a z U77L1 �77" Y N07E 4. STA 0+14 1 STA 2 +72. I CONNECT TO IgXIS77NG 8 SEWER MAIN WTH P 0POSED 6 "x8"_FEE RIM= 19 V = -2o5 - TO-sfS' �/ fAt INV -203 45 i 96 t i I i f F 194 94 N N N Q � m O O tl O N N n N h 0) o No vi h. lz v h f-i N Ni N � O O of O N 0i. OO Oi of W 0) Oi of of 0i p of Oi 0i Oi N ftij "ri ap Il< 1< �6 L6 N N N N N N: N N N N N N N N N N N N N N N N N N N N N N N N N N N N 'N N N N N N 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3-1-50 4 +00 4 +50 5 +00 5 +15 STA TION FT GRAPHIC SCALE SCALE 1 " =3D' (HORIZONTAL) 1' =3' (VERTICAL) FEET 30 0 15 30 60 120 METERS 0 5 10 20 40 21 PROP(9sv O DRAINAGE \ �l. � !`s, I \ / l�u� /if�i ir�f'i. --s ---}- u i G9 co N \ � t EA SP//P� I ¢ -t•- C ' tl _ cL 0.QA / S Trl.p S - _TT e _ zil Pp ;lc ? - -v -r - - i 2 of i _ _, HDPE > �Q /5 15 , � : xJt Prr % - - O FM #2 V --o KR _ !v ✓o -2G4.9 - / L / X a a-.50 G,5 �i V� LEXINGTON PLANNING BOARD q 3�311t DA TE ]7/96 UPN// 57/95 -209.5 _204.; S GRAPHIC SCALE SCALE 1 " =30' FEET 30 0 15 30 60 120 METERS o 5 I'D 20 40 I. Lf,IMA _ IkOP CLERK OF THE TOWN OF LEXINGTON; MASSACHUSETTS HEREBY CERTIFY THAT 77-IE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO N077CE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. 0U" 9 a9 Aol l TOWN CLERK U DATE 377 711 WALL - GASHED P�C�pOSED ARAINAG EASEMENT #2 RIM = 207.0± INV =203.5 (TO SIS #2) INFILTRATION SYSTEM #2 (SIS,. TOP OF CHAMBER= 204.04 6'HDPE INLET =203.20 BOTTOM OF CHAMBER = 201.50 - 200 '\ 201 REFER1FNlFS± -DEED BOOK 54446, PAGE 82 * -DEED BOOK 4485; PAGE 512 -DEED BOOK 1131, PAGE 198 * - MASSACHUSETTS AVENUE COUNTY LAYOUT OF 1888 - LOCATION No. 33 * -PLAN BOOK 300, PLAN 47 * -PLAN No. 1722 OF 2005 * -PLAN No. 1259 OF 1946 * -PLAN BOOK 328, PLAN 17 * -PLAN BOOK 268, PLAN 44 -LAND COURT CASE No. 19319A -RIGHT OF WAY AND TRACK MAP V13.2 18 * DENOTES DOCUMENTS RECORDED AT THE SOUTH MIDDLESEX COUNTY REGISTRY OF DEEDS. E" TEMPORARY BENCHMARK CHART QS PSMH PROPOSED SEWER MANHOLE T B.M.# DESCRIPTION ELEVATION _ FRONT RIGHT CORNER OF 1 0 GRANITE STEP I \ i \ ZL OF STONE BOUND DRILL HOLE 208.19 - 200 '\ 201 REFER1FNlFS± -DEED BOOK 54446, PAGE 82 * -DEED BOOK 4485; PAGE 512 -DEED BOOK 1131, PAGE 198 * - MASSACHUSETTS AVENUE COUNTY LAYOUT OF 1888 - LOCATION No. 33 * -PLAN BOOK 300, PLAN 47 * -PLAN No. 1722 OF 2005 * -PLAN No. 1259 OF 1946 * -PLAN BOOK 328, PLAN 17 * -PLAN BOOK 268, PLAN 44 -LAND COURT CASE No. 19319A -RIGHT OF WAY AND TRACK MAP V13.2 18 * DENOTES DOCUMENTS RECORDED AT THE SOUTH MIDDLESEX COUNTY REGISTRY OF DEEDS. E" TEMPORARY BENCHMARK CHART QS PSMH PROPOSED SEWER MANHOLE T B.M.# DESCRIPTION ELEVATION _ FRONT RIGHT CORNER OF 1 0 GRANITE STEP 218.07 HIGH POINT (SW CORNER) ZL OF STONE BOUND DRILL HOLE 208.19 (SEE NOTE 6) RECORD OWNER: CAROLE H.P. STAVENHAGEN 1377 MASSACHUSETTS AVENUE LEXINGTON, MA 02420 - DEED BOOK 54446, PAGE 82 APPLICANT- SHELDON CORP. TODD CATALDO 121 MARRETT ROAD LEXINGTON, MA 02421 REVISIONS DWG. No. 5325DEF- PROFILE 1 7113111 SHIFT COMMON DRIVE/ SHIFT XREF.- 5325DEF -EPL I UTILITIES XREF.- 5325 -REC NO. DATE I DESCRIPTION ACC BWT BY CHK'D QD PDMH PROPOSED DRAIN MANHOLE ■ PWQI PROPOSED WATER QUALITY INLET PD PROPOSED DRAIN LINE PS PROPOSED SEWER LINE PFM PROPOSED FORCE MAIN PWS PROPOSED WATER SERVICE PCS PROPOSED GAS SERVICE P7EC PROPOSED TELEPHONE, ELECTRIC, CABLE ►� PROPOSED WATER GATE IN V= INVERT TYR TYPICAL SF SQUARE FEET RCP REINFORCED CONCRETE PIPE yr COMPILED WATER -- - -- COMPILED SEWER CAW OVERHEAD WIRES E UNDERGROUND ELECTRIC ec - -- UNDERGROUND TELEPHONE E- GAS GATE CID TELEPHONE MANHOLE C SEWER MANHOLE i DRAIN MANHOLE T LEC ELECTRIC METER C, AIR CONDITIONING UNIT opD ROOF DRAIN _ U77LITY POLE UTILITY POLE WITH LIGHT R� WATER GATE TERMINUS UNKNOWN et L BITUMINOUS CGNC, CONCRETE VC VITRIFIED CLAY C, CAST IRON AA////��.�.��c eC BOTTOM CENTER NW ES, 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WAS OBTAINED FROM A PARTIAL FIELD INSTRUMENT SURVEY CONDUC7ED IN DECEMBER 2010 BY MERIDIAN ASSOCIATES, INC' 2. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RS DISTRICT (ONE FAMILY DWELLING). A PORTION OF THE S17E IS LOCATED WITHIN THE MUNROE TAVERN HISTORIC DISTRICT 3. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 64 & 65 ON TOWN OF LEXINGTON ASSESSORS MAP 39. 4, THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND 'COMPILA77ON OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. i DOES NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL UTILITIES DEPICTED OR NOT DEPICTED: THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1- 888 - 344 - 7233, 5, THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT A77EMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 6. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NATIONAL GEODETIC VER77CAL DATUM (N.G.V.D.) OF 1929. STAR77NG BENCHMARK: DISK No.54M IN CONCRETE BOUND FOUND AT BLOOMFIELD & MASSACHUSETTS AVE, 'r ELEVA710N= 215.80. 7 THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 0.2i ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017CO404E DATED JUNE 4, 2010: 8. WETLAND RESOURCE AREAS DEPICTED! ON THIS PLAN WERE DELINEA7ED BY LEC ENVIRONMENTAL CONSULTANTS IN DECEMBER OF 2010, THIS DELINEA77ON HAS BEEN APPROVED BY THE LEXINGTON CONSERVATION COMMISSION (SEE MA DEP FILE No. 201-812, BL -770). 9. LOCARONS OF PROPOSED DRIVEWAY CURBCUTS ARE CONCEPTUAL AND ARE SUBJECT TO CHANGE PENDING. ACTUAL DWELLING FOOTPRINTS FOR PROPOSED LOTS 'B'; G'; AND °D`. UTILITY ND7FS 1. EXIS77NG SEWER AND WATER SERVICES FOR EXIS77NG DWELLING AT 1377 MASSACHUSETTS AVENUE SHALL REMAIN. 2, UNLESS LOT B IS PURCHASED AS PART OF LOT A, EXISTING SEWER, WATER, AND OTHER EXISTING UTILITY SERVICES ASSOCIATED WITH EXISTING DETACHED GARAGE SHALL BE DISCONNECTED AND ABANDONED. ,1 ALL PROPOSED SEWER PIPES AND PROPOSED SEWER FORCE MAINS THAT CROSS WATER PIPES SHALL DO SO BELOW EXIS77NG AND PROPOSED WA 7ER PIPE. SEWER PIPES SHALL ALSO BE ENCASED IN CONCRETE IN THESE AREAS 4. ALL PROPOSED SEWER MAINS SHALL BE 6" PVC SDR35; ALL PROPOSED SEWER SERVICES SHALL BE 6" PVC SDR35. ALL PROPOSED SEWER FORCE MAINS SHALL BE SCH80 PVC AND MAINTAIN A POSITIVE PITCH BACK TO THE PROPOSED DWELLING, ACTUAL SEWER PUMP SYSTEMS FOR LOT "C" AND LOT D° SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE TOWN PRIOR TO THE ISSUANCE OF A BUILDING PERMIT 5. ALL PROPOSED WA7ER SERVICES SHALL BE DESIGNED BY THE PROJECT MEP. 6. VERIFICATION OF INVERTS OF EXISTING UTILITY MAINS IN MASSACHUSETTS AVENUE SHALL BE PROVIDED TO MAI PRIOR TO CONSTRUCTION TO CONFIRM NO CONFLICTS WILL EXIST. 13 77 MASSACHUSETTS A VENUE (ASSESSOR'S MAP 39 - LOTS 64 & 65) DEFINITIVE SUBDIVISION (IN ACCORDANCE WITH SECTION 175 -32F) LA YO ZIT AND PROFILE PLAN ,yixoF jLOCATED IN RICNARDE LEXINGTON 1Tr, MASSACHUSETTS HVSE l J WA JR. CIVIL No. (MIDDLESEX COUNTY) AA � c/ ALEG��rr PREPARED FOR Y' If SHELDON CORP. SCALE: 30' DATE: APRIL 5, 2011 �R MERIDIAN ASSOCIATES 500 CUMMINGS.CENTER, SUITE 5950 69 MILK. STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 299 -0447 TELEPHONE: (508) 871 -7030 W W W M ERIDIANASSOC.COM SHEET No. 6 OF 10 1 PROJECT No. 5325 BEIM