HomeMy WebLinkAbout1.09 Site Plans - Utility Plans482 COUNTY ROAD 315,
GARFIELD COUNI CO
l
PERMIT DOCUMENTS (3-4-15)
UPDATED (8-10-15)
PARCEL
ID: 217018100681
GENERAL NOTES
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL
LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS
REQUIRED TO PERFORM UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS
, . 00P F.= ;
A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY.
110
1
-
-
2. THE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT AND OTHER APPROVING AGENCIES ARE TO BE NOTIFIED
-- -
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE
PROPOSED WORK.
4. PROPOSED 20' ALL WEATHER ROAD FOR FIRE ACCESS TO THE SITE IS TO BE CONSTRUCTED TO THE EXISTING
PROFILE ATTACHED WITHIN THIS DESIGN PACKET. ALL RADIUS'S WILL BE A MINIMUM OF 30' INSIDE AND 50'
OUTSIDE TO ACCOMMODATE FIRE TRUCK ACCESS. GOETECHNICAL REVIEW OF THE ROADWAY CONSTRUCTION WILL
ENSURE THE TYPICAL SECTION RECOMMENDATION IS APPROPRIATE FOR THE TRUCK LOADING.
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GENERAL GRADING NOTES
1. ALL DEMO'D STRUCTURES, CONCRETE, TREES, BRUSH AND RUBBISH SHALL BE REMOVED AND ACCEPTABLY
DISPOSED OF.
2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS.
__
3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S
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RECOMMENDATIONS.
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4. ALL SLOPES STEEPER THAN 3:1 SHALL BE TREATED WITH SEED AND MULCH AND EROSION CONTROL BLANKET
—
NORTH AMERICAN GREEN SC150 OR EQUIVALENT.
FT
5. EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF
'
ALL SLOPES 2:1 OR STEEPER TO PREVENT SILTATION ON STREETS, WALKWAYS OR ALLEYS.
6. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING,
DUST AND EROSION.
7. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO
Garfield G-DungyEROSION
BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE
Regiorwal Airport1
CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
-
8. ALL DISTURBED AREAS SHALL RE—SEEDED, MULCHED OR SODDED AS PER COUNTY CRITERIA.
9. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE
3�
REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS,
INCLUDING EROSION CONTROL AROUND THE PERIMETER OF SAID STOCKPILES.
10. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND—CAUSED EROSION.
EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT
PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE
PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT
DAMAGE TO ADJACENT PROPERTIES.
11. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES AT ALL TIMES AS SPECIFIED BY THE GEOTECHNICAL
ENGINEER.
F3_331---
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VICINITY MAP
SCALE: 1" = 500'
SHEET INDEX-
BASISOF BEARINGS FOR THIS SURVEY IS A BEARING OF N08053'39"W SHEET NUMBER
TITLE
BETWEEN THE SOUTHWEST CORNER OF THE PARCEL AT A NO.
5 REBAR
AND 1.25" YELLOW PLASTIC CAP LS13501 AND THE NORTHEAST
CORNER C1.1
TITLE SHEET
OF THE PARCEL AT A NO.5 REBAR AND 1.25" YELLOW PLASTIC
CAP LS
C1.2
SITE AND UTILITY PLAN
13501 AS SHOWN HERON.
C1.3
GRADING AND DRAINAGE PLAN
BASIS OF ELEVATION: ELEVATIONS SHOWN HEREON ARE BASED
ON NATION
GEODETIC VERTICAL DATUM OF 1988 (NGVD 88) REFERENCED FROM TEH C1.4
OVERALL SITE DRAINAGE MAP
SOUTHWEST PROPERTY CORNER AT A N0. 5 REBAR AND 1.25"
YELLOW PP1
SITE ACCESS PLAN AND PROFILE SHEET
PLASTIC CAP LS13501 AT ELEVATION 5433.98'.
PP2
SITE ACCESS PLAN AND PROFILE SHEET
PP3
SITE ACCESS PLAN AND PROFILE SHEET
PP4
SITE ACCESS PLAN AND PROFILE SHEET
UNCC
PP5
SITE ACCESS PLAN AND PROFILE SHEET
CALL BEFORE
'YOU DIG
>
U
1-800-922-1987
CLIENT=
ENGINEER=
0
0
Utility Notification
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0
Center of Colorado
KEN SACK
HIGH COUNTRY ENGINEERING, INC
N
\
Administrative Office 303-232-1991
.
12600 W. Colfax Ave., Suite B-310
PO BOX 351
CONSULTING ENGINEERS AND SURVEYORS
ENGINEER'S CERTIFICATION
Lakewood, Co 80215
CALL 2 -BUSINESS DAYS IN ADVANCE
RIFLE,COLORADO 81650 1517 BLAKE AVENUE, STE 101
PREPARED UNDER MY SUPERVISION
N
BEFORE YOU DIG, GRADE, OR EXCAVATEGLENWOOD
SPRINGS COLORADO 81601
MATTHEW R LANGHORST, P.E.
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
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(9 0> 945-86'76
COLORADO N0. 37973
!
FOR AND ON BEHALF OF HIGH
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COUNTRY ENGINEERING, INC.III
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
PARCEL ID: 217018100681
ZONED: ARRD
120
L
PROPOSED
OWTS SYSTEM
L FOR FACILITY
WASH BAYS.
L
ABANDONED
RRIGATION
LATERAL.
THREE RAIL SPLIT
RAIL FENCE TO
PROTECT OWTS
FIELDS.
TWO TRACK
FIELD ACCESS.
/c
/C
CORRAL TO
BE REMOVED.
NOTES:
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS 8. NO CATTLE, LIVESTOCK, OR RUBBER TIRE VEHICLES MAY ACCESS ACROSS ANY OF THE OWTS SYSTEM FIELDS.
MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM
UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE 9. SITE WEED ANALYSIS AND MITIGATION TO BE REVIEWED WITH THE COUNTY VEGETATION MANAGER IN THE SPRING
SHALL CONTACT THE ENGINEER IMMEDIATELY. OF 2015. CURRENT SITE CONDITIONS ARE NOT CONDUCIVE TO A ACCURATE ANALYSIS AND REMEDIATION EFFORTS.
2. SEE ARCHITECTURAL/STRUCTURAL PLANS FOR SPECIFIC HOUSE DIMENSIONS. 10. EXISTING VEGETATION ON THE SITE CONSISTS MAINLY OF NATURAL PASTURE GRASSES. THERE ARE THREE
LANDSCAPING TREES ADJACENT TO THE HOME AND SPARSE SCRUB BRUSH JUST WEST OF THE HOME. ONLY THE
3. EXISTING WATER SERVICES TO REMAIN IN USE FOR HOUSE AND STEEL BUILDING OPERATIONS PASTURE GRASSES WILL BE DISTURBED WITH THE INSTALLATION OF THE NEW OWTS SYSTEMS.
4. EXISTING OWTS SYSTEM FOR THE HOME WILL REMAIN IN PLACE PER GARFIELD COUNTY DESIGN, PROPOSED OWTS SYSTEMS 11. RE-VEGATION WILL BE COMPLETED WITH RIVERNDALE SOD FARMS LOW GROW SEED MIX IN THE AREA OF THE
HAVE BEEN DESIGNED FOR THE STEEL BUILDING BATHROOM AND WASH FACILITIES. SEE ATTACHED PLAN IN PACKET. PROPOSED OWTS SYSTEM CONSTRUCTION LOCATIONS AND CURRENT HOUSE OWTS SYSTEM INSTALLATION AREA.
5. ALL SITE CONDITIONS SHOWN, MINUS THE LABELED PROPOSED OWTS SYSTEMS, ARE ALL EXISTING CONDITIONS ON THE SITE LOW GROW MIX
AS OF 2015. Value mix for quick, reliable establishment for reclamation/re-vegetation. Rate: %-llb per 1,000 FT2
6. EXISTING SURVEY AND EXISTING BUILDING/SITE INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING, INC. 30% Crested Wheatgrass, Ephriam
24% Sheep Fescue
7. SNOW STORAGE FOR DRIVEWAY AND UPPER AUTO -COURT TO BE PLACED AT THE NORTH END OF THE PARKING 20% Perennial Ryegrass
AREA. 15% Chewings Fescue
, 10% Canada Bluegrass
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TWO TRACK
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ADDED GRAVEL
DRIVEWAY AREA.
EXISTING HOUSE
OWTS SYSTEM -)
REMOVE EXISTING
WASH SEPTIC TANK
AND UTILIZE FOR
STEEL BUILDING
BATHROOM TANK..
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SS.-
SS-
PVC
SsS
PROPOSED
OWTS SYSTEM FOR
INTERIOR BATHROOM.
OVERHEAD POWER
POLE AND GUY
WIRES.
-30-
ROPOSED
RE POND
PROPOSED FIRE POND
STRAINER, SUPPLY LINE
AND HYDRANT PER
CRFR DETAIL.
5 PARKING STALLS
AT 10'X20'
FOR EMPLOYEES.
HANDICAP
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CONCRETE
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METER. #695574 /
9 WIDEN EXISTING /
1.6', 4.5'
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W--30-X3
CORRAL O
30' HOLY CROSS
EASEMENT, #837119.
/--DRIVEWAY TO 20' /
PER REQUIREMENTS. /
/ ACCESS, UTILITY
/ ND DRAINAGE
ENCE. �+� EASEMENT.
30' ACCESS
EASEMENT, /
#820937.
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ACCESS ROAD TO 20'
PER REQUIREMENTS,
SEE ROADWAY PLAN AND
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FOR EMPLOYEES.
HANDICAP
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EXISTING WELLS / PROCESSING FACILITY AND \ \
NOT PERMITTED FOR ADJACENT CHICKEN \
IRE WATER USAGE AND/ PROCESSING BUILDING. \
NOT USABLE FOR
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9 WIDEN EXISTING /
1.6', 4.5'
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CORRAL O
30' HOLY CROSS
EASEMENT, #837119.
/--DRIVEWAY TO 20' /
PER REQUIREMENTS. /
/ ACCESS, UTILITY
/ ND DRAINAGE
ENCE. �+� EASEMENT.
30' ACCESS
EASEMENT, /
#820937.
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PER REQUIREMENTS,
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NOTES:
1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM 8. SNOW STORAGE FOR DRIVEWAY AND UPPER AUTO -COURT TO BE PLACED AT THE NORTH END OF THE PARKING AREA. LEGEND
THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START
OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. 9. NO CATTLE, LIVESTOCK, OR RUBBER TIRE VEHICLES MAY ACCESS ACROSS ANY OF THE OWTS SYSTEM FIELDS.
EXISTING ACCESS
GRAPHIC SCALE 2. SEE ARCHITECTURAL/STRUCTURAL PLANS FOR SPECIFIC HOUSE DIMENSIONS. 10. SITE WEED ANALYSIS AND MITIGATION TO BE REVIEWED WITH THE COUNTY VEGETATION MANAGER IN THE SPRING OF 2015.
CURRENT SITE CONDITIONS ARE NOT CONDUCIVE TO A ACCURATE ANALYSIS AND REMEDIATION EFFORTS. PROPOSED ACCESS ADDITIONS
20 0 10 20 40 a0 3. EXISTING WATER SERVICES TO REMAIN IN USE FOR HOUSE AND STEEL BUILDING OPERATIONS - -5555- - - EXISTING MAJOR CONTOUR
11. ALL SLOPES ADJACENT TO THE EXISTING STEEL BUILDING, GARAGE AND MODULAR HOME SLOPE AWAY FROM THE BUILDINGS. - -
4. EXISTING OWTS SYSTEM FOR THE HOME WILL REMAIN IN PLACE PER GARFIELD COUNTY DESIGN, PROPOSED OWTS SYSTEMS HAVE BEEN THE ONE EXCEPTION TO THIS RULE IS THE SOLID WASTE LOADING RAMP WHICH HAS BEEN GRAVELED TO ALLOW WATER TO - - - - - - - EXISTING MINOR CONTOUR
DESIGNED FOR THE STEEL BUILDING BATHROOM AND WASH FACILITIES. SEE ATTACHED PLAN IN PACKET. PERCOLATE INTO THE LOW POINT SOILS, WELL BELOW THE FOUNDATION OF THE EXISTING BUILDING. PROPOSED MAJOR CONTOUR
( IN FEET) PROPOSED MINOR CONTOUR
1 inch = 20 ft. 5. ALL SITE CONDITIONS SHOWN, MINUS THE LABELED PROPOSED OWTS SYSTEMS, ARE ALL EXISTING CONDITIONS ON THE SITE AS OF 2015. 12. POND WILL BE LINED WITH A 45 MIL EPDM FIRESTONE POND LINER OR EQUIVALENT. THE LINER WILL HAVE A GEOFABRIC
UNDERLAYMENT AND OVERLAYMENT LAYER FOR PROTECTION ALONG WITH 12" OF ONSITE MATERIAL FOR COVER OVER THE LINER. =01111110. TOPOGRAPHY DRAINAGE DIRECTION
6. EXISTING SURVEY AND EXISTING BUILDING/SITE INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING INC.
PARCEL ID : 217918100681 13. THE ONSITE FIRE POND WILL BE REFILLED WITH THE TWO ONSITE EXISTING WELLS. REFILL SYSTEM TO BE A DESIGN BUILD BY 2.5%
7. MINIMUM SLOPES AWAY FROM HOUSE FOR PERVIOUS AND NON -PERVIOUS SURFACES, 2.5% SLOPES FOR HARDSCAPES AND THE POND CONTRACTOR. � EXISTING GRADE SLOPE
1' VERTICALLY IN 10' HORIZONTALLY FOR PERVIOUS LOCATIONS.
I I I I I I I I j / I I / L. �_ 11 \ \ \ I / . / / / / /
I I I REMOVE I 5 \ I / / k
I I CORRAL PROPOSED STRAINER AND FLAPPER \\ / / / / / // // % / / // // // // R
I / \\ TOP OF PIPE ELEV: 5559' \\\ � // // // // � // // // //
/ I I / L \ POND WATER ELEVATION: 5562' \ I I / / / / / / / / /
/ / / I / h� h- \. VOLUME BETWEEN 5561 TO 5562: 46,000 GALLONS I I I / / / / / / / /
/1 I (^� \\ S \' \\\ \\ \\\ i / I / / j // / // //
/ / /I / U `off �`�� / \ `S62 \ __ \ \ 85LF OF 10" C900 BRUTE PIPE \\ I I I I I / / ^ / / / /
/ / / / `r) / \ \ \ \ AT 165PS1 RATING, MECHANICALLY \ I I I I I I// \\ / / / /
/ / / // / / SS `SS \\ RESTRAINED PER MANUFACTURES \\ I I I I I A \1 / / /
I \ I
/ / / / / `S8 -) __ � __ RECOMMENDATIONS.. \ \S \ I\ II I I I // I \\ I I // '
// // // // // `SSSS S6'/ \ � \ \ PROPOSED HYDRA \ SS \ \ \ I / // / I \ I I / /
// / / // BATT❑M ❑F `SSS, \ \ \ \ PER DETAIL. I \ \ S� \ \\ \\ \ i I // / I \\ i I I /
// // L I PON ELEV• 5556 SSS `SS -_—_\ ROUND ELEV: 5564 \ \ \ \ I I 1 / I \1\ I I /
/ / I ss / G 6S NOZZLE ELEV: 5566 +\ \ -_ \ \ \ \ \\ \ \\ //� / / I \\ I I I
// // / s� 56 11 \ \ \ \ \ TOTAL TRUCK LIFT: 7 83 I'llO \ \\ \\ \ \\ \ // I / /I I \\ I I \\
/ / / /' cS�. 55 \ \ O � -- ,i ) \ \ I / \ \ \ I \ I \ \
/ / L. / / �O \ \\ \\ \ \ I \ \ 4 \ \ \ I \ \
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/ / 11 / / .. \ \\ \\ \ \ \\ 5556 -/ / / \ 1 \ \ \ \ \ \\ \
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1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM
8. SNOW STORAGE FOR DRIVEWAY AND UPPER AUTO—COURT TO BE PLACED AT THE NORTH END OF THE
PARKING AREA.
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THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START
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OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY.
9. NO CATTLE, LIVESTOCK, OR RUBBER TIRE VEHICLES MAY ACCESS ACROSS ANY OF THE OWTS SYSTEM
FIELDS.
U
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6
EXISTING ACCESS
M
GRAPHIC SCALE
2. SEE ARCHITECTURAL/STRUCTURAL PLANS FOR SPECIFIC HOUSE DIMENSIONS.
10. SITE WEED ANALYSIS AND MITIGATION TO BE REVIEWED WITH THE COUNTY VEGETATION MANAGER IN
THE SPRING OF 2015.
2
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PROPOSED ACCESS ADDITIONS
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CURRENT SITE CONDITIONS ARE NOT CONDUCIVE TO A ACCURATE ANALYSIS AND REMEDIATION EFFORTS.
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3. EXISTING WATER SERVICES TO REMAIN IN USE FOR HOUSE AND STEEL BUILDING OPERATIONS
0
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----5555 — — —
EXISTING MAJOR CONTOUR
0
Z
11. ALL SLOPES ADJACENT TO THE EXISTING STEEL BUILDING, GARAGE AND MODULAR HOME SLOPE AWAY
FROM THE BUILDINGS.
EXISTING MINOR CONTOUR
4. EXISTING OWTS SYSTEM FOR THE HOME WILL REMAIN IN PLACE PER GARFIELD COUNTY DESIGN, PROPOSED OWTS SYSTEMS HAVE BEEN
THE ONE EXCEPTION TO THIS RULE IS THE SOLID WASTE LOADING RAMP WHICH HAS BEEN GRAVELED TO
ALLOW WATER TO
PROPOSED MAJOR CONTOUR
( IN FEET )
DESIGNED FOR THE STEEL BUILDING BATHROOM AND WASH FACILITIES. SEE ATTACHED PLAN IN PACKET.
PERCOLATE INTO THE LOW POINT SOILS, WELL BELOW THE FOUNDATION OF THE EXISTING BUILDING.
PROPOSED MINOR CONTOUR
1 inch = 80 ft.
5. ALL SITE CONDITIONS SHOWN, MINUS THE LABELED PROPOSED OWTS SYSTEMS, ARE ALL EXISTING CONDITIONS ON THE SITE AS OF 2015.
12. POND WILL BE LINED WITH A 45 MIL EPDM FIRESTONE POND LINER OR EQUIVALENT. THE LINER WILL
HAVE A GEOFABRIC
=0►
TOPOGRAPHY DRAINAGE DIRECTION
UNDERLAYMENT AND OVERLAYMENT LAYER FOR PROTECTION ALONG WITH 12" OF ONSITE MATERIAL FOR COVER
OVER THE LINER.
PARCEL
ID : 217 01810 0 6 81
6. EXISTING SURVEY AND EXISTING BUILDING/SITE INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING, INC.
13. THE ONSITE FIRE POND WILL BE REFILLED WITH THE TWO ONSITE EXISTING WELLS. REFILL SYSTEM TO
BE A DESIGN BUILD BY
2 5�
===>EXISTING
GRADE SLOPE
— -—
7. MINIMUM SLOPES AWAY FROM HOUSE FOR PERVIOUS AND NON—PERVIOUS SURFACES, 2.5% SLOPES FOR HARDSCAPES AND
THE POND CONTRACTOR.
11—
= —
1' VERTICALLY IN 10' HORIZONTALLY FOR PERVIOUS LOCATIONS.
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