My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Pence Lane Stormwater Easement Maintenance Agreement Revised 080520
Orono
>
Property Files
>
Street Address
>
W
>
Walters Port Lane
>
2709 Walters Port Lane - 21-117-23-23-0060
>
Land Use
>
Pence Lane Stormwater Easement Maintenance Agreement Revised 080520
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:04:42 PM
Creation date
9/16/2020 11:50:36 AM
Metadata
Fields
Template:
x Address Old
House Number
2709
Street Name
Walters Port
Street Type
Lane
Address
2709 Walters Port Lane
Document Type
Land Use
PIN
2111723230060
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
32
PDF
View images
View plain text
STORM_ TECH SC-740 CHAMBER SYSTEMS CROSS SECTION (1-3-1 <br /> . <br /> NOT TO SCALE 04) 1 ' <br /> 6 <br /> Y <br /> ADS GEOSYNI IIETICS 601T NON-WOVEN GEOTEX I ILE Al I. TOP OF FIL1..944.0 MIN.,950.0 MAX. <br /> AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNED <br /> BY 44.4.4.1,44�I144- Atlik iI4-LLLN.64- " a CV +Sicl�E rDaE GN ENGINEER) .942.5 18" 24 <br /> k <br /> '''',0Ad�.., >�\ )�\y j� W`11 D\ ��l'i,','\ \.,,,,'•,‘,,.;`)•.;� D i'��� >i nco.V � i -... 4' ��� <br /> PERIMETER STONEVI, N'''''''',4'1'...' <br /> l�f5 2 ::,%'''''.. ./tl�4x� n'O1'.7,/11 I4°pi11;;,_//1O 1 II ii TOP°1°°°"°"1 , __- - (450r IN IM m) <br /> ♦ ♦` - 1 - .t.:114 6.,(150 rmm�N I <br /> ',77.l .. �� ♦ M 942.00 FO <br /> I III T %'d''\ r.81,1\ :♦.r ---- \ rl ) v } �,65 m B <br /> run WWEXCAVATION WALL(CANIA --- -- PEAKBE SLOPED OR VERTICAL) ��" '1, ���v1` ` � � Y'C L�. 30" = R ;:::0 s N c <br /> III I , ,40)7 (760 mm) ELEV. laaII 1IIIaI11 h . ��� ' . �� ./�/� \i', ✓- 94123 \V\V\i qg <br /> I II'i 0 <br /> Ilil -Ila � M '} + 939.50 r <br /> _ III�L <br /> (el <br /> - k11n11'1� _- �: __�93900 N`c <br /> 1111 - _ / ,,. a Z BYDESIGN ENGINEER 6'ER 01n u)MIN - <br /> _ �, EPI'H OF <br /> �+tt STONE TO BE DE IN <br /> eil <br /> i n- II/ �� 111 1E (150 mm)MIN �'- - 111 u1 SITE <br /> MI-II- I" ti 'I '+ r ,, �' n-re rr" irlTr Ir=n n'PM.-W D f F&A;;PI��1-','`I- R 1• _\_938.00 <br /> 12"300 nun)MIN ND CAP -. <br /> ( END 51"(1295 mm) - 12".(300 mm)TYP ® <br /> H <br /> 4"SINGLE WALL.CORRLIGA I'ED SUBGRADE SOILS-- 6"UNDERDRAIN FOR ROCK d @ $ g <br /> PERFORATED,HOPE PIPE WITH SOCK <br /> 0 <br /> Z <br /> O E <br /> Ow <br /> N <br /> KN <br /> OS't <br /> i jF <br /> 6 MA I ERIAL DESCRIPTIONS: >3 <br /> NOTES: A. FOUNDATION STONE-CLEAN,CRUSHED,ANGULAR STONE. .g- <br /> B. EMOEDMEN F STONE-CLEAN CRUSHED ANGULAR STONE. d0 <br /> N <br /> I <br /> NOTE 1_THE EFFECTIVE DISCHARGE C. INITIAL FILL-GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <br /> ! ELEVATION FOR THE GALLERY IS 939.20'OR X35%FINES OR PROCESSES AGGREGATE.MOST PAVEMENT SUBBASE <br /> THE ELEVATION OF THE ORIFICE IN MH-04.PER MATERIALS CAN BE USED IN LIEU OF THIS LAYER. <br /> I HYDROCAD,THIS IS THE EFFECTIVE OUTLET MA FERIAE SPECIFICATION <br /> ELEVATION,EXCLUDING EXFILTRATION. <br /> D. FINAL FILL-6'TOPSOIL,WITH 3%TO 10%ORGANICS. € ' <br /> E. SAND FILTER LAYER-CLEAN SAND.FILL ONE FOOT BELOW <br /> FOUNDATION OF STONE.MNDOT CLASS 3 DRAINABLE BASE ; g <br /> AGGREGATE,ROLL'TO ACHIEVE FLAT SURFACE FOR GEOTEXTILE. i <br /> 1.11 a Q a i <br /> i= o <br />
The URL can be used to link to this page
Your browser does not support the video tag.
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).