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8400
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1o+29 .62
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1 inch -30 ft.
Piii STA • 9+57.83
Piii ELEV • 8471.41
A.O. • -6.91
K • 7 .24
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Piii ELE V -~2 78
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11+00
Piii STA • 7+02.86
Piii ELEV • 8451.01
A.D. • 1 00
K • 50.00
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7+00
Piii STA • 6+12.38
Piii ELEV • 6#4.68
A.O . • -2.00
K • 25.00
.A
6+00
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4+00
NOlES:
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PROPERTY
BOUNDARY.
3+00
RE-VEGETATION COST ESTIMAlE:
1.) REPLACEMENT OF 280 CY OF TOPSOIL ON CUT/FILL AREAS: $2,800
2 .) COCONUT MATTING AND HYDRO-SEEDING OF TOPSOIL REPLACEMENT AREAS: $4,200
TOTAL RECLAMATION FEES: $7,000
EXISTING
ASPHALT ROADWAY
TO LOT.
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LEGEND
-· --7705---
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EXISTING DRIVEWAY
PROPOSED DRIVEWAY
EXISTING PROPERTY BOUNDARY
EXISTING BUILDING SETBACK
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOIJR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SWALE FLO\\IJNE
PROPOSED SI LT FENCE
PROPOSED EROSION LOG
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PROJECT NO.
2141753
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DRAWN BY: HIGH COUNTRY ENGINEERING, INC. MRL NO. DATE REVISION BY ~J-N~~1 ;c}~i-r~~6l§>N
CHECKED BY.
1517BLAKEAVENUE,STE 101, RDN 1..S00-922·1987
GLENWOODSPRINGS, co 81601 DATE: OR534 -067001NMETRODENVER
PHONE (970) 945-8676 •FAX (970) 945-2555 1 2·9·14 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR
WWW HCENG COM FILE: EXCAVATE FORTHEMARKIN GOF
• • UNDERGROUND MEMBER UTILITIES
EXACT LOCATION OF SEDIMENT
FENCE TO BE STAKED IN THE flELD
BY THE CONlRACTOR ANO
APPROllED BY THE ENGINEER PRIOR
TO CONSlRUCTION OR SURVEYED IN
BY ENGINEERING COMPANY PRIOR TO
WORK COMMENCING.
3'
'r u
SECURE TOP EDGE OF
flL TER CLOTH TO FENCE
WIRE FENCE
ALTER CLOTH
~-BURY lRAILING EDGE Of
FlL TER CLOTH IN lRENCH
.._ MINIMUM Of 6".
RIP-RAP
D-50 -9" DIAMETER
ANGULAR ROCK
POST
i...I ••--10· {.t.PPRox.) ---i POST FlL TER CLOTH
u
M.._ TERIAL.S FOR ALTER CLOTH FENCE SH.._LL CONSIST Of
ST.t.NDARD WOVEN LIVE-STOCK WIRE. A MINl~UM OF 36"
IN HEIGHT, ... MINIMUM OF 1+-G ... GE WIRE, WITH A
MAXIMUM ~ESH SPACING Of 6 "; POSTS SH.t.l.I. BE EITHER
WOOD OR STEEL. MINIMUM LENGTH Of 5'.
u
SEDIMENT CONTROL FENCE
N.T.S.
C. DRIVEWAY
SlRAW
W.t.ODLE
1--2''----I------· 7 ' -----"'t------7'
2-1/2" ASPHALT
_j===:~;~~:~::::::::~~S~LO~P~E~~@~~2%~::::::::~~~~~::::::::::::::::::::~_<_:"'-...:l ~~~
TYPICAL ROAD
NOTES:
• STRIP ALL TOPSOIL, SCARIFY & RE-COMPACT SUBGRADE
A MINIMUM OF 8" DEPTil TO 95% STANDARD PROCTOR .
• GRAVEL TOP COURSE TO BE CONSTRUCTED FOR
CONSTRUCTION DURATION . ASPHALT TO BE LAID AFTER
All. CONSTRUCTION HAS BEEN COMPLETED .
• ROCK WALLS TO BE CONSTRUCTED PER STRUGTIJRAL
DESIGN PLANS PROVIDED BY OTilERS, DETAIL ON THIS
SHEET FOR GENERAL PRICING PURPOSES .
6" GLASS 6 AGGREGATE BASE COURSE
COMPACTED TO 953 STANDARD PROCTOR
CP.OSS SECTION
N.T.
~
CULVERT OUTLET
N.T.S.
TAKES
1.5·x1.s•x12•
NOlES :
IF CONDUIT IS NOT UNDER ROAD SURFACE , REPLACE
lRENCH MATERIAL ABOVE BEDDING LAYER COMP ... CTED TO 85:>.;
ST AND ... RD PROCTOR , TOP 6" TO BE TOPSOIL AND
RE-VEGETATE.
ONSITE MATERl.._L UTILIZED fOR BACKflLL MAY NOT CONT ... IN
ROCKS LARGER THAN 6" IN SIZE .
r VARIES
12" {TYP.) -
1-f-"'
~ T
0
(,) TOPSOIL
l';
j!:
~
a:;
::0:
• "' -• .,
~ Be+ 18" ~
EXISTING ASPH.._L T TO
BE s ... wcuT (TYP.)
DEPTH Of ASPH.._L T &
BASE COURSE COMBINED
SLOPE lRENCH W.._LLS fOR
____..-SMETY PER CURRENT OSHA
& COSH REQUIREMENTS
ONSITE SEl£CT i.fA TERIAL COMPACTED TO 95:1 IF
LOCATED IN DRIVEWAY ALIGNMENT. COMPACTED TO 85:1
IF LOCATED OUTSIDE Of DRIVEWAY. CLASS 6 AGGREGATE
BASE COURSE WILL BE REQ'D IF THE ENGINEER
DETERMINES TH.._T THERE IS NO SUITABLE SELECT
MATERIAL ON SITE.
Cl.ASS 6 ABC BEDDING MATERf.._L COMP ... CTED TO
95:1 STANDARD PROCTOR DENSITY.
UTILITY TRENCH CROSS SECTION
-=:]1
B.._CKflLL LANDSCAPE
WALLS WITH N.._ TIVE
ONSITE
MA TERl ... l.S .
N.T.S.
~---1' MIN. C.._P Of ON
SITE TOPSOIL
M.._TERl.._L
~--2' f MIN .
TOP BOULDER
4' MAX.
~DRAINAGE sw ... LE
4'MIN .~
BOTTOM r-I
BOULDER
LANDSCAPE BOULDER RETAINING WALL DETAIL
N.T.S.
BOULOE R (T'rP)
!!IZ:_ NOJE 1
® TYPICAL STACKED BOUWER WALL ~AIL
~m,,..
NOTES:
1. fuulders With minimum size of :r . Embed first course a minimum ol 1? below adtac;en1 fi n:tl g raded ground
SJrtace Arrange bouklers in a marlll0f to maximum intetlockilg action.
2. 4 diameter per1orated pipe sloped to a suitable gravity outlet
3. for 1 ~ screeneo rocK below a'ld betweefl t>ouldeis . Minimum depth of 1 i above drain pipe . Cove r top
si:e wil h filter fab<lc such as Milafi 140N .
4 . Ganular on-site soils Of imported granular so ils such as COOT C lass 5 or 6 base course placed in lifts and
conpacted to at least 95% of maximu m standard Proc1or density at a rTIOISture content wtthln 2% of optimum .
5. Cover excavation face with fitter fabric and drain gavel layer or geocompos il drainage mat
114 5'2A TYPICAL STACKED BOULDER
WALL DETAIL FIGURE1
STRUCTURAL BOULDER RETAINING WALL
N.T.S.
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PROJECT NO.
2141753
Ct.3