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LOT
3 13
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LOT
314
OPEN
SPA CE
----------""-,---
EASEMEN T
OPE N
SPA CE
EXISTING
IRRIGATION
PIPE
" " " " 2 BEDR OOM °"'
UNIT ,_
PLYWOOD : 5 9 5 7' °"'
2 BEDROOM
UNIT
PLYWOOD : 5957'
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"
75LFI OF
""' ""' ""'
6" F1VC PIPE
A T 1% SLO PE.
J
GRATE :
""' ""' ""'
LOT
315
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---
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PARK IN G LOT
A T GRADE
WI TH WALK WAY
12" YARD
INLET
GRA TE ; 5 9 5 5.2'
3 BE DRO OM
UNIT
PLYWOOD: 5 957'
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100LF OF
6 " PVC PIPE
AT 13 SLOP
•
3 BEDROOM
UNIT
PLYWOOD : 5957'
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GRADING NOlES
'' 1. THE HP GEOTECHNICAL REPORT SPECIFICATIONS WILL OVERRIDE ANY
'-GRADING, COMPACT NOTES AND BACKFILL REQUIREMENTS CALLED OUT
ANYWHERE ELSE ON THE PLANS SETS .
2 . ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS .
3 . ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS .
..._, ...._ 4 . CERTIFIED WEED FREE EROSION LOGS OR SILT FENCE SHALL BE -'-PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES 3: 1
OR STEEPER TO PREVENT SILTATION ON STREETS . EROSION LOGS WILL BE
PLACED IN COMPLETED SWALES TO CONTROL SWALE EROSION .
2 BEDROOM
UNIT
.... --. ---·F,-[YWOOD : 5957'
2 BEDROOM
UNIT
PLYWOOD : 5957'
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-...._...._ '-..._, 5. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE
-..... , '-, REGULATIONS PERTAINING TO GRADING, DUST AND EROSION .
' ...._
PHASE Ill
BIKE PATH
', ',, 6 . ALL DISTURBED AREAS SHALL RE-SEEDED, MULCHED OR SODDED AS
'-, '-PER THE GARFIELD COUNTY REQUIREMENTS OR PERMITTED LANDSCAPING
/
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44LF OF
SILT FENCE
', PLAN DETAILS.
....._
'..._ 7. CONTRACTOR SHALL MAINTAIN DRAINAGE AWAY FROM THE SITE DIG AND
"-...._ FOUNDATIONS AT ALL TIMES.
...._ ',
°' "-' -=:;::=--::....=....:::::.:--:::::==-.: '...._ 8. ANY SLOPES OVER 3 : 1 WILL HAVE A TEMPORARY EROSION CONTROL
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-=::::::'.:::>:,::-;_ -BLANKET INSTALLED FOR SLOPE STABILITY. GRASSES WILL GROW THROUGH
LOT
283
-~THE BLANKET TO COMPLETE ITS STABILIZING PROPERTIES .
9. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY
COMPANIES 48HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION .
----_ UNCC SHALL BE CONTACTED 72 HOURS PRIOR TO COMMENCEMENT OF
CONSTRUCTION FOR LOCATES. CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR LOCATING ANY EXISTING UTILITIES (INCLUDING DEPTH
AND HORIZONTAL LOCATION) WHICH MAY CONFLICT WITH PROPOSED
CONSTRUCTION . ALL EXISTING UTILITIES SHALL BE PROTECTED FROM
DAMAGE BY THE CONTRACTOR. ALL DAMAGED UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE AND IN A TIMELY
MANNER. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN
APPROXIMATE LOCATIONS ONLY. ACTUAL LOCATIONS MAY VARY FROM THE
PLANS IN THE CASE OF UNDERGROUND UTILITIES . WHENEVER CONTRACTOR
--->.DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE
ENGINEER IMMEDIATELY.
10. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED/PERMITTED COPY OF
THE PLANS WHICH HAVE BEEN APPROVED BY THE CITY OF ASPEN AND
THE PROJECT ENGINEER ON SITE AT ALL TIMES .
15. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE A
PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION . PARTICIPANTS SHALL INCLUDE, BUT NOT BE LIMITED TO ,
REPRESENTATIVES OF THE CONTRACTOR, EXCAVATOR, ENGINEER , OWNER ,
ARCHITECT AND CITY.
16. CONTOURS SHOWN ON THE PLANS ARE 1' CONTOURS COLLECTED BY
HIGH COUNTRY ENGINEERING SITE SURVEYS.
/17. BUILDING OUTLINES SHOWN AS GENERAL OUTLINES, SEE
// ARCHITECTURAL FLOOR PLANS FOR SPECIFIC DIMENSIONS .
18. ALL DEMO'D STRUCTURES, CONCRETE , TREES , BRUSH AND RUBBISH
SHALL BE REMOVED AND ACCEPTABLY DISPOSED OF.
-I -r-~
19. ALL TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE LA TEST
VERSION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND
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' THE CONTRACTOR IS DIRECTED TO PAY PARTICU LAR ATTENTION TO THE
'-.SECTION OF CONSTRUCTION ZONE TRAFFIC.
GRAPHIC SCALE
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UTILITY
EASEMENT \
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( IN J'DT )
1 inch -10 ft.
LEGEND
• •••••••••••••••
--------5900-------
- - - - - - --590 2--- - - - --
-----.... ~i-------
------<~1-------
EXISTING ASPHALT
PROPOSED ASPHALT
EXISTING PROPERT Y BOUNDARY
EXISTING ROW
EXISTING RETAINING WALL
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR
PROPOSED MINOR
CO NTO UR
CO NTO UR
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I --->·--->·---->·---PROPOSED SWALE
PROPOSED SLOPE
FL OWLINE
6" PVC PIPE
AT 13 SLOPE.
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-SPOT ELEVATION: BASE 5900'
PROPOSED S ILT FENCE
PROPOSED EROSION LO G
PROPOSED DOWNSPOUT /INLET
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PRO JECT NO.
2141026
GRl·AFF
-·---
\
LOT
313
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.------0 --~s~o• GAs EASEMENT SPA.-C ....... E _____ _
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2 BEDROOM
UNIT
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PARK IN G LOT
AT GRADE
WITH WA LKWAY
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12" YARD __ '~--"11
INLET
LOT
314
VICINITY MAP
N.T.S.
EXISTING
IRRIGATION
PIPE
2 BED ROOM
UNIT
" "' "' "'
75LF OF
6" PVC
PIPE
LOT
315
12" YARD
INLET
200LF GETC
SERVICE
•
3 BEDROO M
UNIT
. .
•
32LF OF
s• PVC
PI PE
---•---•i--+--•-f--lcl~E HYDRANl .
WITH 6" SUPPl"'Y ___ _
17.1 ' LINE AND VALVE .
DE DE ·= WATER MAIN/UllLllY NOlES
EXISTING
ASPHALT TO
PROPOSED ASPHALT
TIE POINT
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WllH
THE ROARING FOR WATER AND SANITATION DISTRICT (RFWSD)
SPECIFICATIONS OR AWWA STANDARDS AND SPECIFICATIONS, LATEST
REVISIONS, IF NO SPECIFlCA TION EXISTS IN THE CODE . ALL WORK SHALL
--OE---___ BE INSPECTED AND APPROVED BY PERSONNEL OF lHE RFWSD.
2. lHE PROPOSED f SERVICE LINE SHALL INSTALLED FOR EACH UNIT (6),
CORP STOPS WILL BE SPACED AT A MINIMUM OF 3' FROM EACH OlHER
FOR PIPE STABILITY PER lHE RFWSD SPECIFICATIONS. TYPE K COPPER
SERVICE LINES WllH CURB STOPS WILL BE INSTALLED TO THE PROPOSED
o<---oc---°' UNITS.
--o •=-==7 3. lHERE SHALL BE A MINIMUM COVER OF 5.5 FEET OVER ALL WATER
6 SERVICES LINES. ALL OTHER SHALLOW UTILITIES WILL BE 2' MINIMUM OR
PER SUPPLIER REQUIREMENTS. SANITARY SEWER LINES WILL BE PLACED
BELOW WATER SERVICE LINES BY A MINIMUM OF 18" FOR PROPER
SEPARATION AT ALL LOCATIONS. EXISTING SEWER MAIN IS APPROXIMATELY
---o--10' DEEP AT PROPOSED SADDLE LOCATIONS, 4" SEWER LINES WILL BE
BROUGHT UP TO 7 ' OF COVER WllH BENDS . ---· , __ COMMON 4. THE CONTRACTOR SHALL NOTIFY lHE PUBLIC UTILITY COMPANIES AND
DETERMINED THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SP ACE PRIOR TO PROCEEDING WITH THE EXCAVATION. ALL WORK PERFORMED IN
THE AREA OF THE PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO
~~~~~:;~~~~~~=~f-===-i"iiLii&ii'iiiifii'.9.Slitiiriiiinrm~Wiiiiin;-;:;;n~:-::;c;;; THE REQUIREMENTS OF THESE AGENCIES . 1=:;;;;;;;~~m7,;,;;,;,;;;;;;~~~77'~ilt"~~= "'· --• •• •• ••••• • • T TT INED CCORDANCE
••MM ••• •••• WITH THE SOILS REPORTS/RFWSD STANDARDS AND COMPACTION TEST
/!
__ """_~· • • 5. COMPACTION OF ALL TRENCHES MUS BE A A IN A
(2) 146LF
WATER
SERVICES
100LF OF
6" PVC
PIPE
110LF SEWER
SERVICES 0 2%
• •
• • ~.. . •
GETC LINE
SPLIT TO
BUILDINGS
•
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•
• •
3 BEDROOM
UNIT (2) 28LF f
WATER
SERVICES
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2 BEDROO~
UNIT
2 BEDROOM
UNIT
(2) 4" CLEAN OUTS
(2) 15LF f
WATER
3• SERVICES
~CURB
STOPS
"' "' "' "' EXISTING "' MANHOLE f48
RIM : 5957. 76' "'
FL OUT: ~947.06' "'
CUT: 10 . 7 "'
~
"'
30LF OF
12" ADS
PIPE
45LF OF 6"
FIELD LOCK
DIP PIPE.
, 1.25'
BEND
6" HYDRANT LINE
TAP TO 8"
EXISTING, WITH
VALVE .
EXISTING
MANHOLE #49
RIM: 5955.26'
FL OUT: 5944.46'
CUT: 10.8'
EXISTING
SEWER
SERVICE
(4) 4" SEWER
SADDLES 3'
APART ON
MAINLINE
"' "' "' "' "'
LOT
281
COMMON
SPACE
RESULTS SUBMITTED TO THE OWNER AND ENGINEER OF RECORD PRIOR TO
PROBATIONARY ACCEPTANCE .
6. SERVICE LINE CONNECTIONS WILL BE MADE WITH PIPE SAODLES AND
CORPORATION STOPS PER lHE REQUIREMENTS OF lHE RFWSD STANDARD S.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONFORMING TO ALL
REQUIRED PERMITS FOR UTILITY
CONSTRUCTION WITHIN THE EXISTING ROADWAYS.
B. lHE LOCATION OF EXISTING WATERLINES AS SHOWN IS APPROXIMATE
BASED ON EXPOSED VALVE LOCATIONS AND THE BEST AVAILABLE RECORDS
FROM THE ENGINEER. CONTRACTOR TO USE CAUTION WHEN WORKING
NEAR SHOWN LOCATION OF WATERLINES.
/".. / 9. lHE CONTRACTOR SHALL NOT OPERA TE ANY EXISTING OR NEW
// ', // WATERLINE VALVES EVEN IN THE CASE OF AN EMERGENCY. ONLY RFWSD
/ '-/ OFflCIALS MAY OPERATE VALVES. CONTRACTOR SHALL NOTIFY THE / ', .10T DISTRICT A MINIMUM OF 48 HOURS IN ADVANCE OF ANY VALVE OPERATION / '</ L REQUIRED TO COMPLETE lHE WORK SO lHAT lHE RFWSD MAY BE ONSITE // '282 TO OPERATE THE VALVES.
/ '
/ ' 10. SEPARATION BETWEEN THE SANITARY SEWER MAIN AND WATER MAINS
' SHALL BE MAINTAINED AT 10-FEET EXCEPT AT SPECIFIED CROSSINGS, OR
'· WllH THE WATERLINE PASSING A MINIMUM OF 18" OVER THE SEWER LINES.
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-----EX-\v'-----
~----E X-SS-----
-----EX-G-----
-----EX-UE-----
-----EX-UT-----
----GETC
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------\v'S------•
11. WATER SERVICES SHALL BE 3/4-INCH TYPE K COPPER.
12. IF LOAD REQUIREMENTS FOR THE HOMES EXCEED lHE AVAILABLE
ELECTRIC POWER AVAILABLE, A SECONDARY TRANSFORMER WILL NEED TO
BE LOCATED ON THE PROPERTY OR ADJOINING PROPERTY.
GRAPIDC SCALE
(INPUT)
1 Inch = 10 ft.
"· • .Cl ...
• • . 4 . ·• •••.
LEGEND
EXISTING ASPHALT
PROPOSED ASPHALT
EXISTING PROPERTY BOUNDARY
EXISTING ROW
EXISTING RETAINING WALL
EXISTING WATER SERVICE
EXISTING SEWER
EXISTING GAS
EXISTING ELECTRIC
EXISTING TELEPHONE/CABLE
I
PROPOSED GAS, ELECTRIC, TELEPHONE AND CABLE
PROPOSED SEPTIC GRAVITY LINE
PROPOSED WATER SERVICE LINE
PROPOSED DOWNSPOUT/INLET
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PROJECT NO.
2141026
MUl·AFF
•
100' RHEAD
50' GAS ASEMENT
OPEN
SPACE
(7) 2" Deciduous
0
Autumn Purple A
Skyline Honeylocu
Canada Red Chokec
5 10
LOT
313
20 40
3"-6" Riv
over weed
Colorado S
composed Granite, co
ove weed barrier fabric
north
LOT
314
EXISTING
IRRIGATION
PIPE
ine Current
The Land Studio, Inc.
365 River Bend Way
Glenwood Springs, CO 81601
landstudio2@comcast.net
(970)927-3690
lrongridge Deed Restricted Homes
Landscape Plan June 1, 2016
60LF OF
6"PVC
PIPE
Heav
'-Black-Eyed Susan
2 BE
Isanti Do wood
LOT
315
ROOM
UNIT
I
4
~------
I -
3
12
' '
ROOM
UNIT
24' 0"
I -,
3"-6" River Cobbles
over weed barrier fabric. 0 18 0"
Russian Sa e
UNIT
/~B=--=u"-'-ff=a:..:_:lo=-=J u=n-'-'ir:_pe=r:___
PIPE
OPEN
SPACE
EXISTING
SEWER
MANHOLE
EXISTING
SEWER
SERVICE
LOT
283
EXISTING ___ --@
LOT
282
SEWER
SERVICE
LOT
281