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HomeMy WebLinkAbout2003-02-10 As Built Plans DEF SUB LEGEND ro I m ` v oZ t�Sr /r" H t 4 OPEN SPACE A HYDRANT ��r/ �9 SOs LAMP POST LET S P f 5 WATER GATE x STREET 34 7 4 {TYP.} m r 5 SIGN a Cg 42 FE2�3' WATER CURB STOP �a 2� LOT 27 ' LOT 21 SEWER MANHOLE O .2 g$a LOT 29Zs�k TEL.,ELEC, LOT 26 i i ,DMH 13 LOT 20 LOT�18 &CABLE / DRAIN MANHOLE • f VS 3 �Qo UTILITY w4 rn f LOT 1.9 CLUSTER{TYP.} €G I CATCH BASIN ■ DMH 12 DOUBLE CATCH BASIN R H 1A 8 tYq HfgNr ns.- z11 q # ' # 22 x EXIST.FDN. t LE 1-CBt=243.45 ih' 3 _ _ MAILBOX %-2- D EXIST.FDN. `; ?s. ,�`a EXIST.FDN. TF=280.49ELEC a o Up (� _ t } 2'D n TF=27L28 �� TF=281.01 HA DHO E CLUSTER a ` v I I I OU H}42.9520 �RgNt TYP. 8g$N, m I I 4 \' { �_" tF O I y � t 'm� EX7S7.FD93 NEWS g y� § =2ao.22 ELEC.METER =24244 TREET S TYPE S�q& 39 4' \ \ a y �M UTILITY POLE WJ GUY 1( Ij {t�} t7Rs 3 4' ® 4, LIGHT POLE Jf/f 2 t 9a 1=242.25 LOT 1 WATER C$8 GRANITE CURB ' f FES 3 CURBSTOP SMH 4 SLOPED GRANITE CURB CB CB 11 CB 1 H 1, CB 16 ; 22: p SMH 7 `gym �� AC UNIT RaoQap"< DMH 9 SLOPED ANt7E CURB 99 lJ 9 rr \°°Raao {TYP.} l DMH MH 7 22 DMH 8 CB 1O SMH 5 22 CB 75 'SMH 6 SLOPED GRANITE CURB �.�_ GAS METER NEW STREET TREE i A WOOD F . ry�\. LOT 2 NEW TREE WJMULCH n_ �L 9° ar EXIST. `A SLOPED GRANITE CURB LOT3 O q I(IN}246.54 y ram\ FDN. I OUT-246.29 LOT 4 m EXIST.FDN. k EXIST.FDN. 1.13 m' TF=277.10 I ! oo-_ TF=277.52 / ar STREET/TRAFFIC SIGN t/ EXIST.FDN. -, TF=274.23 '� � ? •+22 hQp'F,y f ' TF=368.13 EXIST.FDN. 4 n / rm•�.-,ar-,ar--.- -s EXIST,FDN. r+b•�l \\I{ LOT 7/ TF=276.14 LOT 10 GUARd RAIL DRAINAGE\>r N i E S: TF=272.65 N m LOT 8 � � EASEMENT J/ 1.THE LOCATION OF EXISTING PIPES,CONDUITS,AND OTHER m LOT 9 � �) � ./ STORMWATER RECHARGE j UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE PAn (r z CORRECT AND ARE SHOWN BASED ON CONTRACTOR'S RECORDS LOT 5 LOT 6 /'DEcx PATIO PAT -- AND THE BEST APPROXIMATION OF THE ACTUAL LOCATION ] DESK DEcx/ f• OPEN SPACER STONE/RETAINING WALL FROM A FIELD SURVEY. AS BUILT CONTOURS -zo- PLAN VIEW- PEACHTREE LANE _ 2.ALL UNDERGROUND UTILITIES,CONDUITS,PIPES,ETC. EXISTING CONTOURS ----- '4 j SHALL BE VERIFIED AND DIGSAFE NOTIFIED PRIOR TO ANY SCALE:1"=40' PRE CONSTRUCTION - � \�? 280 EXCAVATIONS. 280 `- � EDGE OF WETLANDS 1 `+ . . . . . . . . . . . . - - - - - - - - m m m WETLAND BUFFERS �sQ - ?� UUU � o� �cc c�o`°6�N r-t 4„X4"POST WJPLAOUE �04 F o� DRILL HOLE IN STONE BOUND a \ - - - - - - - - - - - - - - - 0n" nvnm' _ m 11 `Nccq = z z z m II o o l OUTLET STRUCTURE d- O U -,10 II !i O •q, Q TOP GRATE=245.10 - - r+i t-co �ON00- CB15-DMH11 U��I n U�- \ \ 8. z `/ 1(18-ORIFICE}=241.9i - iD.O O _ \ --rPo• \/ I(6'ORIFICE)=241.22 p(D LO N NOOQ.=.N d' 13 LF 12�'RCP O O o 3, ram. I(OUT-18')1=238.99 - =N!I)?. =N N 1111 I 1- •-eon - CB17=DMH11. . . . \\\ �m(Dm b� IX7 to NC4 lr., D)'D c,4NNN 1) �j0 S=.a4 J N co O orzZo Q zzz.0 m.NN 20 LF 12"RCP. Y w N \ 270 ��-it s=.aaSJ, 270 = z o U O p m O co t d- Z m U o�. L0 W \ '�\ ` o N� O N \ .as `_ -_-_ \ _ _ �w Co tl m it Q`0- Of ��� REA5SREEt '�„ �Nm F-w o ouj qo CB10-DMH8. . . . . . . . a U to N - ONN 4 LF 12 RCP 30 LF can wQ z o0 n mUaa �<tN ��n lipS=•2'J, $ p28 1'2"RCP n o_U couNirniO- - - - coai.N^# IE�ZO - 1l R - J 0 5 0 R70`N ON N`r OO =N(I j ntr.--- ��&�.� uj Q t i r o�oNCVN�t �cn �m w i ' ua II i!Il n��ua� CB11-DMof o s 260 o N Z Z o m N N m III N S�.044 LF 12=`RCP- 260 oaf ��=vim_ zF 1 8 �� a}9'�• n Ki c o �.= '-` FES U U n r7 m rn d'of r7 RGQ Q cDN..d' -U n r7 .��,6.N�`6,,N 1$'. - - - tr N rn rn<r� n ro O *,I-II N`r N LF A2 185 LF&PVC SEWER S=0.5--- O l 2D I;N r`r fi N a<r <t u1 t3 It F m!I"It m t!It 6 5 o f i` N d 44 rn4 n 4 NMI U�-U� 1m 12"RCP ouiN �1 �tll II NR NNN 11 1 v�r 'IN, z zz CF n CB12-dMH9 n-NN4 e' r - a s U^ ,It 11#I F= tE o 4L FROM DMH 12 N U. .J r 1 ra D N N n o_" ui h 19 LF 12"RCP I"II mtjzpp zzz�p'=NSF I![i ��kYi 8 pYC S 23 1yNh 5=.019'J, t(@CL}=261.7. iii 4 0 2 ttl E= o a n�---- �.it z z o 6fr 4 4! ci o'��� ma nm�- - 19 34 LF N. n�n� �.+ z CB2-DMH2 coo ° "12Z it. Z�2� Q.C Q m 00 10 LF 12"RCP 18"'RCP '� o j a � S=:005'J, m It N.mNN. LF q9 S=.037'J, N c� Q LI. Lo 250 CB3-DMH2 U�-U�it g1 5 n� 250 1- L11 LU C Ma 12LF12"RCP No Z W x Q 5=:005'J. ^ N Q W �,,c G m J z (`T- Z G r NEW WATER MAIN °9Q�� `� "F / S LF C T N Z GL U O LLJ TO PEACHTREE LANE EX SMH 35 LF a2�.�' 8 pv N �0 _ LU Q-O 1(tN}=232.45 - - - 5�.. R. LF ��. . . - - - W E" EL' n 18 RCP045 Yyp1E 8 g1 rn� CB8-DMH5 J 8-X8" 18"-RCP S= f, S' S �N 4 LF 12"RCP s�[ W fj = Q SLEf G TO DMH 1A S=.005'J - - - - - - y��F Z Q ` 2` AND GATE n 2 N"�J . W WER od 11 zQ CB9-DMH5 e' SE 03i'f' 13 LF 12"RCP {� d cB R 245.{12'PVC} ��LF pVC Ste. N Z _ _ S=.15,J,. Q Ja 240 1 m 240 CB6-DMH4 SMH 1 O� ,• 18 RCP of v °aN 5 LF 12"RCP R=248.94 I O. y.v`-(fl .Di D) CB4-DMH3 - - - - - t OF,Etq 05 TO Nd d o 5 LF 12"RCP S=.1-5'J, z I(tN}=233.54 �o "�Md- DMH 1A m It N cq CB77DMH4 - - t(OUT)=233.36 ,�- ¢ - N�,rn c.)K 11 m I!C1 S=.25'J, - - - - - ut STFPttEM M u} z- Il It 11 14 LF 12"RCP J k a "} �� Marchloncia - CB5-DMH3 R r 13 LF 15"RCP S=.10'J, . . . . . z q 39049c riSSQQCt Q a L.P. Lj r'f �o Neu n� S=.07'J 0f� q=DFsto'Pn y zca . . . . . - - . . . . . . . . . . . . . - - - o uvE� a a 1 t} Engineering and - - - - - - i1tvt Planning Consultants f 62 Montvale Avenue TEL:(781)438-6121 230 230 Suite I FAX:(781)438-9654 6 t+}cf as tMi .O CS ..-e1 uI tl. W 06 n N M OD N N ti "N N i` N N �. 1r - 1z co D;6t C N N 4 In ip c0 OD OD O G N N 4'T u)N 1\R �dd Q O ei ih 3 <t <r v u>`n u7 w n'n n to L,w m tO D`° D t° D m cD m ro t0 r- '-r. ti r Stoneham,MA 4218fl j - N N N N N N N N- N 01- N N N N �N - N- tV N N N N N N N N N N N N N N N N t Email:engineering@marchionda.com com 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 WeDATE wAUGUSTc21,20 6 DATE: AUGUST 21,2Q©6 2EET 34 PROFILE VIEW- PEACHTREE LANE 40 20 O 40 NOR. H:\PROJECTS\685-01\ASBUILnPEACHTREE-AB-PP1.dwg PLAN VIEW-CHESTNUT ST. HORIZONTAL SCALE:1"=40 M.&A.NO.:685-01 SCALE:AS NOTED SCALE:1"=40' VERTICAL SCALE.1'=4° 4 ,2 0 4 VER. SHEET 1 Of 4 O zws xm asmcrnx�s,�a. LOT 17 LEGEND NOTES: �Q� ELEC, HYDRANT &CABLE LOT 16 UTILITY WATER GATE a 1.THE LOCATION OF EXISTING PIPES,CONDUITS,AND OTHER LAMP CLUSTER(TYP) UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE EXIST.FDN. OST WATER CURB STOP CORRECT AND ARE SHOWN BASED ON CONTRACTOR'S RECORDS TF=277.15 (TYP.) AND THE BEST APPROXIMATION OF THE ACTUAL LOCATION G�.A si FO2 Extsr SEWER MANHOLE O ,84 OPEN f j FROM A FIELD SURVEY. fj4' - EEI SPACE DRAIN MANHOLE • �n 2.ALL UNDERGROUND UTILITIES,CONDUITS,PIPES,ETC. QQ O� ?� ��. �j ¢ LOT 15 CATCH BASIN ■ SHALL BE VERIFIED AND DIGSAFE NOTIFIED PRIOR TO ANY ®� A EXCAVATIONS. 1. � jj++ t Fgg 38' t 6"u.D- -?� 1 � �sr LOT 14 DOUBLE CATCH BASIN � sMH 8 sL� _ 2j ELEC.,TEL.CABLE /� j/ Q� h s ACB 21 E0 GRANtiE CURB $sSr HANDHOLE CLUSTER i Cs t(3 2 ELEC.METER C, >_ UTILITY POLE Wj GUY F4a1 4' f� A'IRIBO eg LIGHT POLE LOT 11 a\ AC UNIT 2 , a 4� 4 GAS METER SQ f2 5 �� (LAMP rsr.FON POST 277.44 DMH is NEW STREET TREE INii"62 `l f (TYP.} ---� ItIN-2ss.sa � � �� �k l i(dus{" 7Q ti �1 ti boy \\ NEW NEW TREE WJMULCH 2s, / Q� f r DEcx Av F STREET 1a /v 1' M1g ?y \� 52' �S? l TREE SLOPED GRANITE CURB (TYP.) vv¢ p I l s "PVC STREET/TRAFFIC SIGN Eo U.D. GUARD RAIL s � st$�`" �---�°S ��° ,� •:.°�`' � $l FQk STORMWATER RECHARGE 9 STONE/RETAINING WALL o �5 QP zs 3 av ' v 8f CURBR q. AS BUILT CONTOURS —z50-- q �SNe y 2/ / o a� $ — 82 STOP EXISTING CONTOURS ---- 4' °�s g o I1P.} PRE CONSTRUCTION f f f n .3 f � ! �F�k &J \•� EDGE OF WETLANDS - r _ WETLAND BUFFERS _w— P�y�•c4, . 55.7 BOON f 75 / 6 P f f S��Eo s��Fo2y 4"X4"POST WjPLA4UE 66'd 2� `jW 1 as C--� a �¢s �• _� DRILL HOLE IN STONE BOUND� ` 22 uY' �00 t0 � N�o APPROX. ATER o- 4v�` �� \ 1 1 I \ LINE = z s�26� y My a1 o mLa in z 1 } k Wo U $ 3 0- v t -AV 01 D PLAN VIEW— PEACHTR EE LANE _z o" >- SCALE:1"=40' N� 28Q 280 Uj mcom U U U O�-. d N <t'to lam - N m NOh� 0)co_ tNZ-o ' =NIt,NzNZ�OI �� Dip � � pNfa 1 t4�� t z J It O a O . . . . . . . . . . . _ w LL N 01:: co m m O tp d_ N mi zs JJ.ENO. Q to F otiVl ti II r CB18-DMH16 _ to Iizz 0 - 6 LF 18"RCP ��, LU 270 S=.12' 270 Q o CB19-DMH16 03 QF LL w O'vi $ 18 LF 18"RCP W � . . . . . . . - - -S=.029'j, . . . . . . W > w x Q Q w O >o=> J Z G Q La m . . 11C�F012"MRCP 79&.LF lg"RCP 0` = Q 0- QLd 30 LF S l S=.D8,j =02p` W a1-2'RCP Q 5=.04'j, . . . . . CB21.-DMH18 . . . . . . . - - - - J W W EC F- z 10 LF 18"RCP O = Q 5=.005'f, 56 LF'019'/, &„wpTER =H d Z 0 - - . . . . . . . . . . 18 kCP - - - - m= W 26O 158.LF 8' PVC EWER S=Q.S% (� G. 260 Q ?31 LF 8 PUG SEWER 248 PVC SEWER 5=0.4% N 0' S=Q.S cr o. ryo 238 Lf 8'D.LGL.SE _ - - - - "7 o c. �� �.CO A13, ��Nti C�9 CAS cc MarchiOnda 4 \12 I m"N mtlN g.NZO. &ASSOClB@S, .P. g ti Zb 'O�It O� �w N II II cp ��� 'qd F Z .Z U1 'F� S2ZN wco W U v S z v m.n 0 Of°. n 5. srPHEN M.v� . It 2 O. - - - - - - - - - - - - O W Q - - - - O m - - - - - MEi.ESC30C i Engineering and `�'� �' n�.a as Planning Consultants 250 N t �' °' a to a tct. oa is 250 �q S to�A°Qg 62 Montvale Avenue TEL{781)438 6121 n a- r n Nm o at a 94. naa rt n- m- ��n- a v n N- -v r V4 M try �;et t0 tQ t0 td 'i InP. C N C4 e1 O C Qy CD6 aG I-n ti R aj c0 c6 0 6 d �N CNN. �Ofr•a I-N r Nf. I`N r,N r`ell N r N to N �tv �N '0N �C to n co Of to m Suite I FAX:(781)438-9654 C.,, N N N N N N N '.4N N N N N N N N N N i Stoneham,MA02180 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 \ Email:engineering@marchionda.com Website:www.marchionda.com DATE: AUGUST 21,2006 PROFILE VIEW— P EAC H T R E E LANE 4Q � ¢a �R' H:\PRO ECTS\685-01\ASBUILT\PEACHTREE-AB-PP2.dwg HORIZONTAL SCALE:1-=40' K&A-NO.:685-01 1 SCALE:AS NOTED VERTICAL SCALE:1"=4' 4 2 0 4 VER. SHEET 2 of 4 LEGEND HYDRANT ! WATER GATE g WATER CURB STOP SEWER MANHOLE DRAIN MANHOLE • CATCH BASIN ■ fi DMH 14 a r 2g ff R=276.79 I(IN)=273.10 DOUBLE CATCH BASIN 's? - i(OUT)=269.5o 280 uj ELEC.,TEL.CABLE `ems -' 0 HANDHOLE CLUSTER �..a /*--;_`LAMP POST .w wv - rN. . 13 WATER CURB - (TYP.) LOT 22 CO ELEC.METER STOP(TYP.} _ €273.44 r,I I- Q UTILITY POLE Wj GUY �ry SMH 13 °0n - �It=CIZQ' LnN Er no-= w LIGHT POLE # Ld 12"CPfif RM275 as - - - AC UNIT LOT 25 S=.o7/, J� e}.'� \ a I{IN)=27i.87 - 5 LF � �� 4- ACE A f \ No i(OUT)=267.s2 12"RCP Q a GAS METER 2 ga S='07'f' NEW STREET TREE \ �" 270 '$8 r-F ON. _ ��. �rnao 72"R F NEW TREE WfMULCH H ha 27 OPEN SPACE A - �6 - - C� a!M { t �N NN S`O N _ _ m'm SLOPED GRANITE CURB n tI II.I! 42 f oa s3' o 0 2 �z STREET/TRAFFIC SIGN LOT 27 s _ 0 0 � tN. 4ti,t19 o DMH 12 h �26 L vfl - - - - - GUARD RAIL R-273}.38 ,�+ - TEL.,ELEC, � Q i(irNi-ff�H 3s Zsa ss �� ! 12'RCP oz�, LOT 21 LOT 20 STORM WATER RECHARGE &CABLE LOT 28 I(OUT)=262.so v 2pg -UTILITY Rye LF �2"RCP STONE/RETAINING WALL CLUSTER(TYP.}� R9. (TYP.) j 2v� I E S_.Q74 f _ s 32i. � I � AS BUILT CONTOURS o 26Q -za- II j X > PRE CONSTRUCTION TF=27i Ds (11 ?s °o EIS z8 oN W N EDGE OF WETLANDS OD {1 . . . . V . � I � WETLAND BUFFERS �_ 3g 4' Co 11 4' 4"X4"POST W PLAQUE --- 17 £B 1s ® -- " PRO FI LE VI E YY FES O TO ES V DRILL HOLE IN STONE BOUND❑ 00 OD SLOPED GRANITE CURB DMH 9 SLOPED GRANITE CURB DMH 11 SMH 6 SEOPM GRANITE CURB \o\ _ HORIZONTAL SCALE:1'=40' o,,j o 22 SMH 5 22 LWICB 15 SLOPED GRANITE CURB JcT2TiCAL SCALE:1'=4' O o n N woOD 3� Ni; w o� z�� PLAN VIEW ER CIRCLE z o< o SCALE:1"=40' ¢ 9- SCALE: o or U 280 x D_o W toii w to z n . . . . n a-Zo o U U U �. ZLn m a>n . . . . . . . . . . . . . . C04� ��o . . . . . . . � > 280 �? 280 ZN�U �II_O . ._ En N .� ¢U_ Ld w w?i Ld. o ww w m� rbN �WQ U w wz NNd-'_ate��°' vv�a w 270 6 LF 0 CO J it p N N _� o�d � r i _� 12"RCP 7Q. �q 5=.02't, 2 CF 0 Na Q =C14 rn ciN- ��. tl zZo. n �� 7 h RCA ��y' U) z a� .00 (Oil L� n0=--- w =aim �Nv.mmwo 27O NNE SM1 o Q a 27O n�_ c�U a n z^. 32% L6 fe Lo O o tri 8, PCER. 61 L R �.Z = PVC SC R 12"RCP FROM CDMH.13 26 Q J Q F P w F¢O A;1 S S'''2� oN FROM DMH 14 rn jS6 I(OCL}=266.67 P SENE rn ri �. 1F. . . - Q x RG 18 lF 8SFg4 pN I(�CL�=267:95 i pie SE6 �` � EL z c3 N �lE zN�. - zsg PROFILE VIEW— FES 7 TO DI�/IH 2 m III guo t� ctt HORIZONTAL SCALE:1'=40' 260 5 2. � 260 VERTICAL SCALE:1'=4' Q t\� 6 PVC SEgR N 171'LF' CB13-DMH10 oN� wo-wo. 16 LF 12".RCP zNza NOTES: 5=.04'f ��� . . . . . . . . . . w.w Marchmionda CB14-DMH10 Z j tN OF _ qp ft 9 LF 12"RCP a ° 1.THE LOCATION OF EXISTING PIPES,CONDUITS,AND OTHER �FA &Associates,L.P. w L-U- it ry UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE . . . . . . . . . . . . . . . . . . �.Z t STEPHENM,c z w a CORRECT AND ARE SHOWN BASED ON CONTRACTOR'S RECORDSI h U F AND THE BEST APPROXIMATION OF THE ACTUAL LOCATION No.39049 z o_ FROM A FIELD SURVEY. �? - - - - - - - . . . . . . . a.5. a z f >LON" Engineering and — o m ��o s-,,v�°Q Planning Consultants 25O 2.ALL UNDERGROUND UTILITIES,CONDUITS,PIPES,ETC. 250 SHALL BE VERIFIED AND DIGSAFE NOTIFIED PRIOR TO ANY ( 62 Montvale Avenue TEL:(781)438-6121 Inr. n ca. CO oa m- a o- EXCAVATIONS. l Suite I FAX:(781)438 9654 a m r ad o f cu !f a s N r ry Fr �I°l Stoneham,MA02180 r.. ti n n ti n n n C4 C4 v c0 CH .c0�N c0 N -f�N F` n N �C4 - CV t�N n CV n C4 n N eq ,a N N C, N N N N N N N N N N 0+00 1+00 2+00 3+00 4+00 5+00 G+00 Email:engineering archionda.com 40 20 0 40 HC?R. Wetrsite:www.marchionda.com DATE: AUGUST 21,2006 PROFILE VIEW— L VENDER CIRCLE — =NEI H:\PROJECTS\665-01\ASBUILT\LAVENNDER-AB-PP.dwg 4 2 0 4 VER. M.&A.NO.:685-01 SCALE:AS NOTED HORIZONTAL SCALE:1" 40'= VERTICAL SCALE:1'=4' SHEET 3 of 4 LEGEND HYDRANT # WATER GATE s ,op' ioK g S e WATER CURB STOP 9 EXIST. SEWER MANHOLE O Ey,15"t-91 AA �, TF=270.39 -2 DRAIN MANHOLE • L CATCH BASIN ■ LOT 12� r \ \ LOT 13 s DOUBLE CATCH BASIN itff tELEC.,TEL.CABLE HANDHOLE CLUSTER ° 4_r4 ELEC.METER 3?1 ' UTILITY POLE Wf GUY S LIGHT POLE R. $ AG UNIT � GAS METER 3 1g NEW STREET TREEJ NEW TREE WJMULCH $ S I SLOPED GRANITE CURB SEWER F j �o FORCE a r � R \ `,° $ l STREET/TRAFFIC SIGN MAIN CLEAN y \� � 3° / j jr GUARD RAIL E OUT r` �?, s '. 1 4-10 STORMWATER RECHARGE AL_ G \ q OUTLET CONTROL STRUCTURE STONE RETAINING WALL g R=257.04 t 3 rg N 12'ORIFICE=253.61 I l DMH 22 52 y 5"ORIFICE=252.03 y R=249.52 12"HDPE o `-' I{our)=2s2.n AS BUILT CONTOURS --_. - I(IN)-246.92 5=.70' '� 4-9 NOTES: I(our)=z4s.4o3 r4f/ EXISTING CONTOURS ----- r4 �" �f i 1.THE LOCATION OF EXISTING PIPES,CONDUITS,AND OTHER PRE CONSTRUCTION -- I UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE EDGE OF WETLANDS CORRECT AND ARE SHOWN BASED ON CONTRACTOR'S RECORDS 14$ ( AND THE BEST APPROXIMATION OF THE ACTUAL LOCATION �� 2V_ .r r? 6MH 21 3 �4F w 4_s FROM A FIELD SURVEY. WETLAND BUFFERS - - =249.84 I l't - Jr- I(IN)=244.80 r1 [(OUT)-244.89 ! : ? S a u 2.ALL UNDERGROUND UTILITIES,CONDUITS,PIPES,ETC. 4"X4"POST WfPLAQUE 1 yU� 3 74£ toy ' 3 SHALL BE VERIFIED AND DIGSAFE NOTIFIED PRIOR TO ANY /' 3 l� v 4- DR-&UnL.EASEMENT EXCAVATIONS. yR. LOT LINE 4.. x S 3 tp 4D Q� }•4� LOT LINEfDR.&UTit. N EASES O e ' 00 51 ¢���4 FQSMH�G R=251.7 , as z 69 t \\\ 85 L 51' '��' 4'4/c F PVCIGN-4')=244.71 ¢ 1 " •R"'-- k c� I 0 I(OUT-6")=243.311 L�DR&U'fiL EASE- 373' I3 s DE BtBc.6 I DECK Si APPROX.LOCATION ON e1 GAGE �U� o.� U p j PUMP CHAMBER 1 UNIT A2 �96 REA ST ` 98\REA ST. \ w O m Z f t(IN)=242.8 O 92 REA ST. xo \ .� Z j 4 a GARAGE c 'S. '- O¢ O SMH I R=248.6 _ S rn \ �T' W O UOi t(IN-4')=244.07 d �8 1 C? d O W W N Z I(QUT-6')=243.76 b' `P� Op UKIT83 ID 23 p D O O pMH 2O ,? 00 REA ST. CB 24.36 \$' z 2 Q )244.62 �' �.•g. 'ULCH =244.36 4_ TO I(IN)=244.55 1 1 ? POST i(OUT)=244.66yda\ 'S 2r S R Q 56' a UNrr Al \ 4k - W 90 REA ST. 25 tf �r• ,� 12 LF 87 1... 72'PVC (t p Cx1RAGE S=.0384 d �- 57 j ?...74* Fgf�2\ R.&.L EAS 4'PVC a ti3 ! DMH 79 .$ j !R=248.52 I(IN)=244.52 ?_ 71' 45 LF 54' f {(OUT)=244� t =243.27 12'PVC { 4 22 �pq l f' t R=244.20 1O ° p 2 SREATME T _j tJ 72'PVC �"°° f- TREATMENT S=•93•f. €=\z43.4 d swAlE 'z f' CD STORMCEFTOR 'r? v` )=248.09 1=243.27& =242.15 1 Q m I I(IN)=24�r.to 's n � I � E � ��o ?_r& i<our)=z43.ss s LF •Fvc a3 g to G.CD HOPEW LIJ Cn ".018`f,f� RB 245.48 L a {fi ? f I=24237 r LU >-0�x a I 2_s( '�. •`®i 1 245.63- g FES c Q CJ - t=242,s7 j 23 LF 1=241.42 z a m J 12'HDPE p=� < O W x L"CL S te_yz I` w 0 «_ 8 LF 8 W O S Q j 12"HOPE j y! S=.00S'f. j DMH 24 g �. z L} / ao , -_-5�-"� 8 R=245.86 W / •p' Rp1tJP �iy'i�� ! I(IN-CB25)=242.47 ®' I(OUT)=242.16 Marchlonda ti to of_ �3 &Associates,L.P. - - ds a =� Sys (� _.- STEPHEN M MELESCIUC -- - --- ---- j. 40 20 0 40 HOR. tt.aso4s y Engineering and iEs 16e Planning Consultants 4 2 0 4 VER. d 62 Montvale Avenue TEL:(781)438-6121 PLAN VIE -CONDOMINIUM SITE & ETENTION BASIN 2 � Sate, FAX:(781)438-9654 SCALE:1"=40' i�� Stoneham,MA02180 Email:engineedng@marchionda.com Website:www.marchionda.com DATE: AUGUST 21,2006 H:\PROJECTS\6a5-01\ASBUILT\ASBUILTSH4.dwg M.&A.NO.:685-01 1 SCALE:1"=40' O zws naiu�ma xuv nssacrntEs,�r. SHEET 4 of 4