HomeMy WebLinkAbout2001-06-21 As-Built Plan �,• 28.9
33.9
23.1 ty, C'Z 30,7
24,9
24,6
c
30.4
ypX 27.3
C) 35.0
30s GRA'VEL PATI-9��31,5''` -- ... �
/ 0 4 X 32.3 32.3 `"- `s 32.0 f
0 / > STCRMWATER 30.5 ✓
0 DETENTION 27.5 $� SPIKE IN � C3 37.6
ACCESS 14 WALNUT TREE
25.3 } 25.0 (2) 4 ELEV= , 5.0f 'C
32,3 � !
36.9 32.3 38.7
III�='26.03
12" RCP 32.5 CB RIM= 2.15 0 31.0
30.7 � , �i.6 INV OUT=2$.7 , � '
AP 1 1 x LOT z7.a � � DETENTION � `� � � 323 � , CB III =3 .61
.�',�x �",, ��'' ACCESS .,, 32.E � .,.
f 1 1 �j e D '� ..
f�! � "...,..' � I 9 / � 27.9 �t' ' 'y,,''`� � � �`�y '`+, ° � �UT,�,��.� 5 � � 34,8 ...
( TO TI E LINE) f' ` ,� sz.6 INV OUT=28.3 r 34.3 %f .� .s
r / 33.2 33.6 AREA-A-- 0,r'� ,±
''" °'',. 27.8 � �'' � INV IN=28.4 �34. � l.�"tJ'�l S E
31.6 4 4) ✓ 32.5 3.2 3 S IH RIM
--
` - 32: ,,.° { 3.s o INV OUT "11.9 35.6 .
V L
-' - -_ kTH - '� �, STORM ,I4 G°C �c INV II' =27'/1
`"" -^ _ ` RIM '32.47 oaCl V ,i 33.9 I�ETEN110 Q : A
-'' INV OUT=26.3 32:9 '"u4CCESS a.a ` r 3s.4
.✓ w f C� RIB 1 r 32,9 33.9 .r I� I:N= �!3 3s9
3s IN IN=2 .7 v r DMH RIM=33.93 a.
-' INV IN=27.I IN UT- ,� INV OUT=.3D.`I �„ ''�r° �
3'9.5 3,h,'8 � der �'� ��w 0 -.
STMATER
lb
!� .� .� z 32.3 "� \ 32.E � DE �6Tlf�N INV IN=3�D.2 33.4 a
f 32 ,7 # \ .fCCESS ✓ G
2s.a X 132 " y S STCRMWATE'R /
" 29.1 `� «32.5 y DETENTION 3 °Eta � / ,�.t�� a?
X 28.1 " `� / ' `� ✓'� = CCESS ( ,I/ a :35.8 ?
' ` 3 .9 C13\RIM=34;41 `ca,
, ' GO �' INV bUT=31 1 �. �? v r
a�:. 37.1
37.4
CR 32,2 ' , l32.6 , 33.17 rTRWA #� 0 "
DETENTI
Ca. ` � ✓ ,- ACCESS 33.40 COL ` a, s.4 c�3 2
,� ✓ 3.C1 ,c. 38.t
X
34.4
...,. ,
R41M
32 u
_ 8 1
_
38.0
'r / 33.6 i 413 37,2
» '.6 x 29.2 37
1 , 1294
~- _ --- -~ - 1, 33.3 4-STORY BRICK BUILDING
Irv,
x 35.3 l 5 I N 1 = 'G' 3%
345 r r 39.4
33.6 y CULVERT
BO 34:9 4,4X
/ f x3o,� f
34.2 '
314 44.4 X43.85' � 400,
` 44.6 0'
X 4.7 INV=30,71
IZ BOX CULVERT ss 4a.
C 1 44A 43.f1 $
2 35.4
X34.1 29.E 34- D,, C1Jk 35.2 34.4 44.0 39.7
34.2 lt'� BOLLARDS
35.4 * 35.1 X30. 3�i.4 44.1 44.9 #j 43.3X 4 9 3.
,Y 41. f ll�I=37.94
/1 0 4Q.$ =
° ' 35.2 ; � 34.a, 4.2 X31.0 x34.� �' � ``1C � � � INV OUT�'29,4
13488 35.6 ( f"3 .1 8.4 3.4 0" 40.7 14"gltl 4t.9 INV IN-32.6
43.4 /
S 21.0rr 34.4 33.4 ELE
43.1 INV IN=32»,3
} 35.9 37.3 CIV 42.9
42.5 ws
36.5 37.7 �k .7
2.4 42.9
42.9
36.8 41.6
42-4
w w
37.3 .0 43,.3
�ra 37.7 (� r38.1 rt 43.9
2.6
✓ p 0 * 41.4
44.9
2,5
SYMA B u" L LEQEND
ti v 42.8 45.5
HAYBALES -� � 39.9 -� 43.�1 123
�•- SHRUBS
--' LIGHT POLE 40.8 129,3�-1 -•, '
1 � 42.3 z�
UTILITY POLE ;
I HEREB Y CER TIFY' THA T THE IMPRO VE IEN TS SHO WN HEREON RAIN MANHOLE
- '" yr rr a GRAPHIC SCALE RIM=45.31 44.2
WERE OCA TECH BY AN ACTuA TRU"�� t � R'VE"Y
, o0 400 INV OUT=37.2 12• c
CQNDI7IDNS DETAIL SHOWN HEREON WAS s , : SEDER MANHOLE z� a 1
1 N V I N=37.7
1. EXISTNG , �,. _ WATER GATE f '
STEPH INgV� IN=42.5 ry
Y 1. ,: lit INV IN=40.9
DYE45.8
DERIVED FROM FIELD LQCAnONS PERFORMED BY - °� � � GAB GATE 1 ���, 47.1
ACTUAL r k ( �g.,,n, , INV IN=3�'.5
77fIS FIRM ALONG �Yd 7J SUPPLEMENTAL UNDERGROUND _._
U'77LITY INFORMATION SUPPLIED BY THE CLIENT AND THEIR � �' 32742 ° " 1 inch
- �� ft.
,S`TEP YER MA P �„ � �� �`� BATE � CATCH BASIN
. 24 . v
QN--SI7E CQN7RACTQRS. HYDRANT
2. ALL EXISTING U77LI77ES SHALL BE VERIFIED FOR SERWCE, P� ,,
SGC SLOPED GRANITE CURB I �r��� . 47.2
SIZE, INVERT ELEWA77ON, LOCA77ON, PRIOR TO NEW CCB CAPE' COD BERM
%
CONNEC77ONS OR TO RELOCA 77ON OF C F SAME. CONTRACTOR rr BERM
DIG-SAFE A T 1---888-344-�7'2JJ A T LEAST 72 I HEREBY CER TIFY TH T THE IV TS SHOWN VWN HEREON MUST NQ77FY � VGC VERTICAL GRANITE CURB PROJECT TITLE: SHEET T '
HOURS PRIOR TO ANY CONSTRUCTION. N077FY THIS FIRM IN ARE CONS7RUCTED IN SUBS NCE WITH' THE u
APP�R 4/E® BESI 'N: �w lay _UGE- UNDERGROUN( ELECT 'IC LINE p p
WRI77NG OF ANY AND ALL DISCREPANCIES PRIOR' TO MD R 1l' E E .7 7 I # Associates
COMMENCING ANY WORK. � crvlc �� GREEN TR� T S® T PLAN �A�NO.32Q41 SD STORM DRAIN LINE �► e►�t of Associates k
e I�edors
�� s�rS'�� �`� -. SS SANITARY SEWER LINE"
NORTH AN R A CW g e Structural
, ; DETAIL AS LOCATED UNDERNEA 77� TI�'E EXIS77I�I� PARKING` � ��vr������� .. �g
GARAGE IS DEPICTED AS HATCHED LINEI+'1'QRK
STONE RETAINING Zero eli ire
t7 r RI L I ESC r A BATE FILE NO. PROJECT NO. SCALE APPROVED BY CHECKED BY DRAWN BY DATE Braintree, Cf 184
x43.2 SPOT ELEVATION Tek 781-848-0020
04443ECO01.dM 04443BR 1 20' SPD SPA? IVIL 0 -2 - 00Fax: 781- 9-7759