HomeMy WebLinkAboutSite PlanPLOT AND EC PLAN
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SCALE: i"=40'
Know what's Dem.
before you dig.
203 WOOD NYMPH ROAD
GARFIELD COUNTY, COLORADO
NOTES:
1. REFERTOGARFIELDCOUNTYtN:SCSTANDARDNOT MODETAILSHE M
FOR INSTMLATION ANDMAINTENANCE OF GESC BMPS.
2. ANY AREAWHEREVEGETAnON MREMOVED BYV UCLETRAFFIC OR
STAGING WILL BE SEEDED AND MULCHED.
3. ANY ADDITIONAL EROSION CONTROLS DEEMED NECESSARY BY THE
GARMELD COUNTY EROSION CONTROL INSPECTOR WILL BE INSTALLED PER
THE INSPECTORS DIRECTION.
4. ALL DISTURBED SOIL OUTSIDE OF BUILDING FOOTPRINT WILL BE SEEDED
AND MULCHED IN ACCORDANCE WITH GARFIELD COUNTY GRDERL6 UNLESS
SURFACED WITH GRAVEL, CONCRETE OR OTHER IMPERVIOUS MATERVU-
5. ANY CREATED SLOPES STEEPER THAN AH:IV WILL BE PROTECTED BY MULCH
PROTECTION AND SEEDING.
6. GRADED SLOPES SHALL NOT BE STEEPER THAN 1SH:IV.
7. A MINIMUM SLOPE OF IO% AND A MAMMUMf SLOPE OF 33% IN THE FIRST IO
FEETAWAY FROM THE FOUNDATION WALLS AND MOON WELLS SHALL BE
ESTABLISHED FOR PERVIOUS SURFACES. ALL OTHER DISTURBED AREAS
SWW. HAVE MINIMUM OF 2%SLOM
8. THIS ROT PLAN IS FOR THE DESIGN OF GRADING AND DRAINAGE
SURROUNDINGTHEHOUSE ITIS NOTTO BE USED FORFOUNDkRON
DIMENSIONS, OR Cp MUCTION OF THE HOUSE MCEPTFM ESTMUSHING
THE TOP OF FOUNDATION GRADE.
S SIDING TO REMAIN T ABOVE FINISHED GRADE
10. E%ISTNG TOPOGRAPHIC SURVEY WAS PROVIDED BY A THIRD PARTYAND
RAS NOT BEEN FIELD VERIFIED FOR ACCURACY BY 2N CIVIL, LLC AND SHALL
NOT BE THE RESPONSI9ILITY OF 2N CIVIL. U.C. 2N CIVIL, LLC SHALL NOT BE
LIABLE FOR INFORMATION PROVIDED BY OTHERS
11. AREAOFFARTHWORKDISTURBAN -M.877SF,M.n OFTOTALLOTMEX
LIMITS OF CONSTRUCTION =22,286 SF,2 8% OF TOTAL LOT AREA.
cal. ,7(1
PE LSANITARY -"
zy GAS INS C710N VAULT
. ..._ L_ MARKER
_ - 0)MAX 30-L _ -- -- FIELD' VERIFY. ..
BOULDER �_ __.� <.__.� . _ UTILITY LOC S FOR
?L RETAINING "[-�t�� 28. � J �5__.. CONNECTIONS
WALLS COMBINED WATER! ILe+ ..ELECTRIC/COMMUNICATION
SEWER SERVIC to M W, SERVICE !
18.5.
t 8.9 FINAL 21 _ SIT E t W . 21 uE
a�-�+', $ �0 $ib20.7 0X 0 1 zS 0��uE
14.6
1
/ e
(1)MAX 3UL
166 ,- �21BOULDER
0
ASPHALT •� _� RETAING /�_...
DRIVEN ,� .DRAIN PIPE �$ sl WALL
RETAINING/ 11 4.7 (5.089.5 SF) _...I 16.9 T
AREA i)U
1149 " DRAIN
\o
\ - _
/ 1 INITIAL& W-�NA�� J
�, INTERIM 7020 19.2 STALL 6'
d „ 15. W 76
/ �0 IBC I: .- WDi WM W W tK ASPHALT t6. CURB HEAD
eM
2% `� ,� �O covD DRIVE
_ DRAIN PIPE
s Iy� W uyFINAL
.. X W •s
W '1V 16" . W NTRY 6 6LEANOUT -
GARA 16. LV 3, 'PVC
..TOS 7015,15
A* I, i ., 203 WOOD AREA W ( 'DRAINPIPE DAYLIGHT TONANRAL
16.65 - -_ ... __ _.DRAIN-- -.8 , i6. DRAINAGE COURSE, DRAIN
W W ate,
� 161 r � 3 5% PIPE TO SUBSURFACE
s 1 6LF80.
O FINAL GRAVEL DRY WELLOR TO
TOFALKO - -". _ I WATER STORAGETANK
LOWER TOS: 7008.15 ' _. OR ROCK
\ t'14.8 - /BITS---� _ ROUTING OF PIPE MAY VARY
_.. . ., I DUE TO TREE
11.5 " 0 1J6 -.. .. LOCATIONS
COVERED? -
x, -
6 PARTIALLY
� D
r(1)26'L\ o i 10 6....Wt�-bAN[IE�W 6 BOULDER
RETAINING ... ®` 6��
x RUNNING I..
WALL ` 7.0 4 W 8 _ .LJ ... ®WAM
�
Y y W
W iW !Y IN �4 W dYxS' W W
AL
ik
INI
IN q;AD
\ 1
0 2(Y 40'
SCALE: V=20'
LOT M. ELK SPRINGS, LOS MGM FIUNG 6, COUNTY OF GARRELD, STATE OF
COLORADO.
PROPERTYAODREM
=1 WOOD NYMPH ROAD, GLENWOOD SPRINGS, CO. 61611
PROPOSED UTILITY
SERVICE LEGEND
x COMBINED WATER AND SEWER
nE ELECTRIC/COMMUNICATIONS
THE DRAINAGE EROSION AND SEDIMENT CONTROL PLAN INCLUDED HEREIN HAS
BEEN PREPARED UNDER MY DIRECT SUPERVIUON IN ACCORDANCE WNLI THE
REQUIREMENTS OF THE GRADING EROSION AND SEDIMENT CONTROL, (GESC)
CRITERIA MANUAL OF GARRELD COUNTY, AS AMENDED
LEGEND
® LIMITS OF CONSTRUCTION
® EROSION CONTROL BLANKET (FINAL)
® SEEDING & MULCHING (FINAL)
® SEDIMENT CONTROL LOG (INITIAL, INTERIM & FINAL)
® SILT FENCE (INITIAL, INTERIM & FINAL)
O VEHICLE TRACKING CONTROL (INTERIM)
® CONCRETE WASHOUT AREA (INTERIM)
® STABILIZED STAGING AREA (INITIAL & INTERIM)
DEVELOPMENT REVIEW ENGINEER
THIS DESC PLAN HAS BEEN REVIEWED BY GARFIELD COUNTY FOR
DRMNAGE EROSION AND SEDIMENT CONTROL IMPROVEMENTS
ONLY.
ENGINEERING DIVISION ACCEPTANCE BLOCK
303.925.0544
www.2ncivii.com
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PLOT AND
EC PLAN