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Q ° Stone Retaining Wall / /I °.o L� No. 5
(typical) `- I' j i e ar
Approximate j
Location of
Ridge Line
Mbar & Plastic Cap
;OR LS 3317)
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No. 5 Rebar 8v
Yellow Plastic Cap
LS No. 31944
LOT 5
4.945 ±Acres
Holy Cross Electrical Association, Inc.
Right -of -Way
Book 843, Page 612
I
�— Book 844, Page 760
FOSF (2' % 2' N04NAL) SU FBKE FAWPoD
ANCIIDIIED IN TF IGN
10' AND FiO.II ARAC ED
AX. POST
�'YRFNCN
FABRIC MIN.
STAPLED rO p�
POS75
�RDW
•x 4'
C01/PACIED •-
�1
S1L r FFNLE _
FABRIC
ANCHORED Q
#V 7RDVCH
AND A7TAaMV 7NENCH
RRMLY TO POST 6' x 6'
SILT FENCE
N. rS
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O
O GENERAL NOTES,
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1. SYLT FENCE SHALL BE INSTALLED CN THE DOW-GRADIENT STD£ OF 7H£ PROPOSED
DISTURBANCE AREA PRIOR 7O CONS7RUC710N IN ACCORDANCE WTY THE DETAIL SHOW ON
THIS SHEET.
{� 2. SA kE AND /SWAY, F/LL AND £XCAYA710N AREAS AND
1
4
S O� REUSE AS COIER .S AT ALL DISTURBED AREA
i
.) 3. US£ APPROVED 'TARRED COUNTY SEE MIXTURE IN ALL DISTURBED AREAS
A SEED MIX7UR£S AND FER77LIZ£R SHALL B£ APPLIED BY HAND CAS77NG AND COVERED
WTH 57RAW OR REWIANT NA77W GRUBBED MA7ERIAL
5 77l£ 40047/ONS Or UNDERGROUND U77LI77ES ARE NOT SHOW HEREON. IT SHALL BE 7HE
L UTILITY COMPANIES FOR FIEYD UTILITY
LOC 77E$ 48 HOURS MOR 70 CM57RUC770N.
6. ALL CON57RUC7701V {FORK SHALL BE FAC2/TA7FD IN ACCORDANCE W7H GARRELD COUNTY
RULES AND REGULA 770NE
I
I
7. GARAGE FLOOR DRAINS SHALL BE WE 12 ZURN Z1189-87 OIL/SEDIMENT INTERCEPTOR
TYPE OR APPROVED £OVAL.
d DRIVEWAY -W "LL- SHALL NOT EXCEED A MAXIMUM OF 6 =0' OF CHANGE FROM )
i w
EXIS77NG GRADE
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yVMJJ
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0
TYPICAL CUT SLOPE
O
2.• 1 (T)'P.) FORE SLOPE 9- MIN.
i
TYPICAL RLL 5'LOPf 12.0' D£P7H
I�
SWALE
6.0' 6. 0' 3.0'
4
7OP
B TTE 48' PE�PFORATED AND
4 NDED j'WITH f 8" OF 1-1/2' WASHED
K ON M/RAFI 140N FIL TER FABRIC
ALL ONT;Y 24' DIAMETER CAST IRON
AND $0UD COINER)
EL. ?' 7178.R
F E1'. 7177.9
'V T TO GARAGE'
DRAWS W11# 2"
40 PW O 1-2M MIN. GRADE
4' SOR PW ,
—0— MIN. GRAD
YIJGHr FOUNDA
DRAIN '
a
2X MN. 2X MINA _ 2.
Fl _ —
$1 STRUc7URAL RLL
4" OF CLASS 6 AGIW£TA TE
COMPAC7ID SUBGRADE BASE COURSE ON 8' OF
(95X OF 7H£ STANDARD COMPAC7ED 3" MINUS
PROC70R AT OP7IMUM MCISRIRE) 111T RUN
TYPICAL DRI VEWA Y SECTION
N. T.S. N
EXIS77NG GRADE (7)P.)
FEET 20 0 20 FEET
GRAPHIC SCALE
1 inch = 20 ft.
CONTOUR INTERVAL = 1 FOOT
DRAWN &DES/GNED BY. REWSION DATE DESCRIPTION BY CHD TOM LESTER
GARFIELD COUNTY, COLORADO SCALE ✓OB NO.- DATE.
H.E.B. RENEWED 8Y PINNACLE DESIGN CONSUL TING GROUP, INCH '' = 2° 2°22os ''4-22
SKIPPER LANE RESIDENCE sH
CONSULTING ENGINEERS . osos BUCK POINT ROAD LOT
I✓o.•
CHECKED BY. DATE FOR LOT 5 S TIRL lNG RANCH C 1 OF 2
CARBONDALE, CO 81623 • (970) 963-2170
H.E.B. Dinnacledesion@sopris,net GRADING, DRAINAGE AND EROSION CONTROL PLAN