Loading...
HomeMy WebLinkAboutSD-468-6CR -1 oU E D BL >) (. 1 70.94 N _A / , „ - r67 3 � 4 12 HOPE E CB- F 2 (DOUBLE) i � 170..70' A' N/_ 167.34 12" ftt?PE G8 3 .^...^. 196.59 NIA � 1 , 993,OG' r2 hDPE CS--4 9 �' 1 �'.8 NIA - 1 , „ 33. Q0 , , 12 1-1gPE CB -5 2()0.44 N / a_ ' (96.90 - 12 HOPE OMIT =1 172:91' 766.86' 12 " -HDPE 166.86' 12" HOPE hJUH -2 791;15" 185.33' 12" HpPE - 18,5.33 12" HDF�E _ qM t .i i 9 t 7 �J7 F' 192.90 12 !qP_ 1 n 19 0 2, 9 92 M qPF orl GUAKAIV 1 E LO CA no N of L r I AL U rL 2 /tS G?EP/GTFIJ D R NOT oEPrcrEDe THE CONTRACTOR, PRIOR to COMMENCEMENT OF CONSTRUCTION, SNat:L VERIFY THE LO A T G irD t1 ° A , JLl N F �.L U TICS AND CONTACT G N G T D! SAFE AT 1 -888- 344 -7233: T 1 DE Scr?lp r16N ADD TRENCH... DRAIN AS NEEDED a SEWER MANHOLE R A?ANMt�._E RJM 171. 6 GGB CAPE CUD F3EKk r' CF3 -1: f20P05E CA . /P, D PROPOSED TCNBAS [0) DWH- PROPOSED DRAIN M.aNNQtE 1° P R O P 0 5E L f t D P E DRAIN ?!Pr I, fi I N .. P PU t 83!19'15"E, as RQ PROPOSED ATE GTE '✓ K A I LOT AREA J 17 1 ,515 S. .�. /4.006 ! \C_ PROPOSED h YD R A NT t i PW I'ROPUSED 6 QLDI WATER MAIN _....:. pWS .. _ PiCP05Ed GQ'F@R VA ILfi SL V, CE $ SMH PROPOSED 1 40P SED SEINER MANHOLE j f . Fi'OP U k tNCfc' MAIN (8 ,o SCl kL'. PVC) -PS P S PROPOSED SEWER SERVI CE 4 "SCH 40 P VC A7 -PG- P ROPOSEd GAS MAIN FGS RUf'GSEd CAS SEKOC@ > < PT Ec Pea P asEd r E L xa N Ff ELEQ7RlC /G_ A F _ Ll,V F t? CJ ) Nk 'tPk NDP6 blIGH DEN.I TK P LY CTFi L k SL 0 , , RFk• , P gf t 4 Gn , an .. • ... Ga! 5 %�j PROPOSED R67'AlNINQ .WALL Canc. Oeyweil ?::J c o � �.,_ ck? CAPE cad F)FRtii 1 o � ires,LS.e.rzaarrza , DRIVEWAY tRE Fl DRAIN , _ ' 6 N d NQ tea• 6 NKOP � ,., !:U .�. p o < I c� r awrvs. C1i � o _T , 'CONSTRUCTION NC)TES:w �1 , a A �. ROBIN50N ROAD 4 s MN . . � � R OSE D2 WSL4S SHOWN SHALL HAVE A MINIMUM FA T3Pr C ARfiO _ s 7 U CRUSHED N I B NEA TH TO PROMOrf StORIgrYA1f:R ,>lU AGE.. 4 ROBIN80N ROAD 1 •- .rte"+, 2 ALL UTIL ITY r Y GONSr R U Tl U N WILL MEE T TOWN N STANDARDS , INCLUDING LEXINGTON, MA 02421 7NE SUPPLY OF SUFFICIENT W A T ER'PRc Su2L TO lvL U N rTS �7E_ n r 8 ROBINSON BOAC $ u Uh LL rEU. Y r z - �^ - CARMEN DE LA CRUZ � .. o � �tdm;1� ,- ca 3 THE DEVELOPER WILL ENGAGE' A F / RL PROT GTON ENGINEER TO DETERMINE WATER SYSTEM PRESSURE AT HIGH P OINTS IN THE DEVELOPMENT AND PROVIDE o ROBINSON ROAD .. o c, R r WPl r rE . N RESULTS T 0 THE LEXINGTON ENGINEERING UE'QR7 , EN- ' LEXINGTON, NA 02477 c Mt Rti 9R TO AN OCCUPANCY PERMIT, ISSUANCE Uh fauc C sad 0 R _ PROP, 4' 4DE .APPLICANT. Drive 91T. C OC ' SIDEWALK NO211 SHORE C)Vb_ RUC11)N X DE v INC. 275 SALEM STREET 0 � NOTE Y RN WA 01801 S Q) 1 t7C r OPUO'A H Y' S/ FE T A lf P SURFACE' IMPROVEMENTS DE PICTED I t , s _:.. �. W . . --,.. ' HEREON WERE 0 9 1 N C Q FROM UM A PARTIAL lELD SURVEY _ Y CONDUCTED (?IV , 0 7 FEBRURY 8-11, 2013 BY SULLIVAN ENGINEERING GROUP LLC, Drive o � c to 9 • #I 2. THE LOCUS P 2U P RT Y .DfP1CTE� 1-5 LQCATED IN .�y O NIN� DISTRICT fO PROP 4 DE _.-- 6Yl` m 1 T. C _ w f i 9t .CON . 5D 1 3 rhlE LOCUS PROPERTY i I<WAE:it _ C 5 IS DEPfGT�D AS LG7S 13T AND i3F3 ,- .- 0 ON INL OE r ait P ! s � OWN OF LEXINGTON ASSE,>SUR S MAP L3,.3: � R=7,002,31' p k$ _. t H 3 �_ G� L 1.2.(77 . a E 4. _ THE LD a roN c>~F: " LI JNt�L t o � D 1 ^ ,� - G A t �� � (N (rrt..trrr<5 srI(�WN Atcf: APPI�U;XIrNATE 1 „ _ c� L v � T C , ,v AND Q U 'P C 0 Af7E BASED UPON A PARTIAL FIELD SURVEY J T ena. S R c Y A� D COMPILATION OF Bit ,. �. ev ' _ _ t Ct3 4 , ie r : ry ` P PLANS NS CURD T _A Qic` RE . lE DESIGN ENGINEER I2 O N T N _. EE DOES O WARRANTY OF 14 r � N . .3 , 0 u � 17 � LOCATION r F �. C' Af A7 f:f.. IH DPl U ALL Ulr./ I DEPICTED �. A t h L (. E_S UR NC)7 D._PlG CEO, P F r�T G NTR,�cro, PR oR To a E O ( C MPv,'tNC_r19EN( OF .,ONSIRUC770N, 5HI LL r DIG FY A7 VERIFY N- LUG I N OF L UTILITIES JT A „ ,- THE U ALL L t>=S ,4.iVt0 CONTACT Dt.> SAl-�. A7 1 , a _ ' prlve 1-888-344-72313 5, 1x G ucn E` \ r 1 o i5cUo0 n .. a a 5, THt5 PLAN DUES NOT SN OW AN Y UNRECORDED OR CN NTJTTL N E A SEM_ TS 7 WHICH Y F l MAY E,�"157: A RE`tt5'UNA _ 7 .� B E AND DILGENT A rEM, T HAS B_EN MADE t� \ T ^ UFi 1 i TO OBSERVE ANY Ai I A7dF.NT t'IStBL... USES. Ui TrIF_ LAND; END OF PROP. 4 AN , HOiNE. t F.R, .1NlS s -: MN Z ,, I IMDE 91 . D S T NSt tU ' -G i CONG QE NQ GO TF A UARAN7"f. F_ Tt-tA T ND S I I . ,5 - (C t EA . FMCN r5 C:X S3: SIDEWALK i f THE E[EVA7lONS DEF JG ED HEREON WERE BASED UPON THE THt x919 N G 4 U DATUM. M• ~._ QMM -2 ° ` ' LarAFa THE LoG u 5 PROPERTY I s ?T rr) WITHIN A FLOOD ZONE AS DC0 I CrE2 ON THE L ATEST FLOOD INSURANCE RATE MA P , 8 UTILITY WORK IN ROBINSON ROA D TO BE c U` CRDlNA7Eq WITH RECON STRUCTION l!VURK PROPOSED BY TOWN. 4i PROP: 4 WIDE �. 911: CONC. .. .. q, i A R f� t f H 3 SIDEWALK 1 � �.° ( ._ ,,.._ .......... ............. ......... _..:...;:....._.....,_...:::�., TOWN CLERK OF T� E TOWN OF ` t Y C F , MI NCTLEXINGTON, MASSACHUSETTS HERE T NOT Of a xa naR cgerlNC Prop. Ins .I tea.l. an Reid . 'APPROVAL OF THIS PLAN £YTHFL 1 XlN< > 0l PLANNING ECAfl Ex. S ewer Service Consisting of 56 C It ec T _ N07J CE to I > e A b andoned 9G7 HC Recnar er Units HAS BEEN RECEIVED AND RECORDED AT TH I S )FElCc AND NO at ever OF API EAL WAS RECEIVED DURING THE TWENTY DAYS NEXT At 1E2 - ,. a 1 d9GG , O,DIN G Of SAID NOTICE. DCt UC ECF PT AN2 2E Ex: Water 5erwc 0vtRFiaw DRAIN TO CONN EGT , I/2-"j f a�ba "Abandoned" e t CS ! TO CONVERTED aMti . Y Water Main R 25 r d nI a \ � 1 s L ' I � - :12 E X RCP . A TC IBA5 tN 7O BE Prop I 1/2" c Nve TeD r n DM! i T?W CLERK, Jf 1 T . � _ EX. 12 RCP DRAIN 'DISCf PLAN _ v Riser, s oaa� DOUi 1 , E fG STATE WGNWAY DRAIN SYSTEM ' � E 4-6 ((� (2� 6" QIA tj ! -- T58CC a ', , J DEVELOPMENT 1640 5 ni I _F.T _ R 1 � - ewer E 411 Oa T ii 1 158,00 �. ree _ t0 1> Protecf During Ganstruct,On,.. :''. ..,..x - a ° ... . ,.`.. �< LOCATED TA , ...y .. i. 3. pn„ ..�. LEXINGTON / L7 �(r / /IT lRp {7 � /,�y' { %B Cyrt°'t (,�'Y I I/ EX;SGwe!'Seryiae �,J aa?,....,� rrL.r_�LL 'Y 1�:L �17;l.Ylli i,.l l�,.��r✓ 4• ��3-y' (7 p /-� t r= - i gg i be lad � Main. <.:, =. .;r . 1 4 SUIER i ,., r. a . JAY tv /s•�: �. ., i- ..... _..............�.,_.... a S. • j rf ,, .. .. , _ I S r' ... r �c7u (MIDDLESEX COUNTY) _ I D R( R,.. I C SECTION VIEW RIM . t . PREPARED �o C� �N C�'V M INV IN SILT lY .,. c.,b ., A L',L� �ti rl-11S F�LAlV 15 SUBJECT t PE I1vV. cu, suE rYPE: �. � ,. �. CND SECTION U1�:::1�! o A cc�v�rva�r r?ar�ca � / � r r' > .. =b .,. _ - -___- -___ ....: I ' q r ..! Siv _ .. NORTH � _�ci 17 8 .� A �N; � 2. 2 6 t CONSTRUCTION % rid.(? NOTES. THIS � ; :� t a, �� a HPCJL' 165.5, a n _.,,..... a x§c �'V., '' INC 7N PLAN , N !,a SUBJECT TO � CERTIFICATE . . A rE C3F�` ACTION f ION f7A TC0 _ SCALE., T 9 Stiles z �e.94 ts4ao a . HPgt. 1a .6 . ,_. /} r , ,, 1. CONCRETE: 4,000 `E�sl MINIMUM -•�-- uu /l AFrE.R to DAYS. � S s b SM, i 3 207.31 , OCTJ41, 2013 T 194.50 8 HPfaC t' hflS PLAN SUBJECT TO A SPECIAL L: t'. rsa.sa 8 r /Pp_ F1 PERMIT fJ�,TECJ .__.::. :� _�..__.__....� PREPARED ��q} ;yJ J _ - -. d SYA.YA �1YAt 8J xJ.F 7_. /iVA.I.AHL.E. IN S AND Fi ScCifONS, aMH 4 708.78 202. 00' � 0 S HPD.: 2Q2.00 8 HRgE 3 AVAILABLE IN END 0 R )JLC SECTIONS. . ITEM . ., l SMN 5 2 _ 03. 51 186:51 8 hPD. 96.5eS NPDE SULLIVAN - G N 1N 1!i . UP� . .. LL Cr M _ Tk E 6 SE(.N S7 GRA HI SCALE 4 CONFORMS TO H-20 LOADING. �M- ll3� i , SEGIGN navr� VERNON �1�a� �t scALe. . T - n REVISIONS �o�t�RD, MA 01921 . FEET 30 1 1� 30 60 120 DRAIN �elf A R APPROVED 20 1 ' 121,.8113 ADD TRENCH... DRAIN AS NEEDED JD:> S JDS 1 121,9113 PER TOWN COMMENTS JDS . JOS N : A - R1PT101V BY : CNK" LI (9 78) 352-7871 , I 4WD U Qii:a