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2' 4000 PSI
8" A.B.C. CLASS 6 1 1\11
CONCRETE Y
(SEE SHEET LCT 02EFOR
1 p WIDTH & CROSS SLOPE)
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•.=• • •..•.. . • .. ••• ••II• • •.•I: I • •. • •I.••.•• 121 SCARIFIED, MOISTENED
RCO D NATIVE SOIL
STRIP ALL TOPSOIL, SCARIFY & I I I.I.I. I I . . . .I; L.: r� - LY
3 . .• II ” N I ��r�, =.•• -NV m )VTYP. ASPHALT SECT/ON DETAIL RECOMPACT SUBGRADE A MIM OF 8" `DEPTH TO 959 MODIFIED PROCTOR
SCALEN. ••
4" CLASS 6 AGGREGATE BASE hoc
COURSE COMPACTED TO 959 APPROVED ON SITE NATIVE h •
MODIFIED PROCTOR FILL, COMPACTED TO MIN. 95% 80Z Q
STANDARD PROCTOR DENSITY, GAS SERVICE LINE
VALLEY PAN DETAIL 12" LIFTS MAX. ^in 79 (SEE TRENCH DETAIL
\ SCALE: 1"= 1'-0" oi ON SHEET C-104)
MATCH EX. THICKNESS W/ H.M.A.
GRADE SX(75) (PG 58-28) )3:00.-...
V V•
COMMON TRENCH FOR
ELECTRIC', TELEPHONE, CABLE •.• 0'
6" A.B.C. CLASS 6
& FIBER OPTIC (SEE TRENCH !:; •
DETAIL ON SHEET C-104)
° .. , \ WASTEWATER SERVICE LINE
(SEE TRENCH DETAIL ON
SLOPE PER OSHA SHEET C-104)
ASPHALT PATCH SECTION DETAIL (TYP.)
SCALE: N.T.S.
1
POTABLE WATER SERVICE LINE
(SEE TRENCH DETAIL ON
SHEET C-104)
4• " CONC. (4000 PSI)
TYP. DRIVEWAY & UTILITY SECTION
SCALE: N.T.S.
4" A.B.C. CLASS 6
\
48" HIGH DENSITY POLYETHYLENE
ORANGE SAFETY FENCE
TYP. CONCRETE SECTION DETAIL PACING
SCALE N.T.S. X S III- 72" METAL T-POST, DRIVEN
12r MA 20" MIN. BELOW GRADE
IWIRE OR ZIP TIES TO SECURE
it SAFETY FENCE TO POST
\ II FINISHED GRADE
6" A.B.C. CLASS 6
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I.;•••;;,,• & RECOMPACTED NATIVE SOIL _ 2
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TYP. GRAVEL TURNAROUND SECTION DETAIL \\ r
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SCALE: N.T.S. 146 + l ,. .
LIMITS OF DISTURBANCE FENCE DETAIL )• , '•+" „I\\\\\\\J
6
SCALE N.T.S. , . W W W W W W . W . W i
1
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/ 4, _ 4"
<13'UNPAVED AREAS PAVED AREAS / /
•/ I ^^FINISHED GRADE ir PAVEMENT PER PLANS GRADE
FINISHED if /
PER PLANS
OvOvOSEE GRADING & DRAINAGE INVERT
• 0 0 D 0 C f- PLAN DIMENSIONS OUT
O O C\� `v \_/ BASE COURSE PER PLANS —1 1
O 0
0
O
CLASS 1 Z ,,
APPROVED ON SITE NATIVE • 0 CO O • NOTE. GEOTEXTILE
MATER/AL (8" MINUS) 0 0 0 PLUG: PVC IN LANDSCAPING,
COMPACTED TO MIN. 95% ‘ • CO O SEPARATOR EROSION CONTROL BLANK
0 O O • LOCATE DRAIN CLEANOUT AS SHOWN BRASS IN PAVED AREAS OR /NSTALLAT/ON DETA/L
STANDARD PROCTOR DENS/TY 0O COO 0 ON PLAN OR MIN. EVERY 100' OF CONCRETE SLABS RIPRAP SCALE. N.T.S.
SLOPE PER OSHA REQUIREMENTS 6" SCARIFY &
SEWER, STORM DRAIN OR 050 = 6"
0 CO FOUNDATION DRAIN PIPE. - COMPACT SUBGRADE DEPTH = 9"
• O CO O a APPROVED ON SITE NATIVE G(� 45' PVC SLOPE INSTALLATION NOTES:
O 0 MATERIAL (8" MINUS) �� �F,S ELBOW TYPICAL OUTLET PROTECTION 1. BEFORE INSTALLING EROSION CONTROL BLANKET, PREPARE SOIL SO THAT AREA IS SMOOTH,
CO COMPACTED TO MIN. 95% 45' PVC 0 SCALE: N.TS. THEN ADD SEED, FERTILIZER AND LIME AS REQUIRED.
STANDARD PROCTOR 410 PIPE WYE OR 410 PIPE
PIPE PER PLANSDENSITY ELBOW 2. START BY STAPLING THE BLANKET AT THE TOP OF THE SLOPE IN A 6" DEEP x 6" WIDE TRENCH.
NOTES: BACKFILL AND COMPACT TRENCH SO THAT WATER WILL FLOW EVENLY ONTO THE BLANKET
Q CLASS 6 A.B.C. FLOW II II FLOW
1. R/PRAP MAY BE APPROVED, WELL-GRADED ON
BEDDING MATERIAL, SITE ANGULAR ROCKS. 3. ROLL BLANKET DOWN THE SLOPE (OR HORIZONTALLY ACROSS THE SLOPE IF LESS THAN 50
o 4' MIN. ALL SIDES
c CLEAN-OUT DETAIL (CO) 2. GEOTEXTILE TO BE INSTALLED ACCORDING TO FEET), INSURING SOIL/BLANKET CONTACT.
co� DRAINAGE PIPE DETAIL SCALE. N.T.S. MANUFACTURER SPECIFICATIONS. 4. OVERLAP EDGES OF BLANKET A MINIMUM OF 2" WITH PARALLEL BLANKETS.
SCALE: N.T.S.
5. IF MORE THAN ONE BLANKET IS NEED FOR THE RUN, OVERLAP ADJOINING ENDS A MINIMUM OF
No 4" 'SHINGLE STYLE" STAPLE OVERLAP AREAS WITH A STAGGERED PATTER WITH STAPLES.
NOTES:
1. PLACE AND COMPACT BEDDING MATER/AL BEFORE INSTALLING PIPE.
IN
N 2. PIPE BEDDING MUST BE IN PLACE, COMPACTED AND PIPE
N INSTALLED AT TIME OF PAVEMENT INSTALLATION OBSERVATION
a
a) GEOTEXTILE-
I
12" BURIED IN TRENCH 10'
I AND FIRMLY ATTACHED MAX
ch
TO POST „
a 6 x 6" x x 24" APPROX. 90'
24" GEOTEXTILE MIN
24" O.C.
CO TRENCH x x. x /TO EACH OTHER
MIN STAPLED TO x x x x �/
t PERMEABLE BACKFILL FLOW i x
CAST IRON GRATE ( ) no POSTS x , x
o 6 MIN. COVER i X x % x ,
H-70 TRAFFIC 42 x x r x: x x x X EARTH-SAVERS
12" FG MIN I- - GEOTEXTILE x
-lil-i it-ill= '` X x x x ' Ifljli
RATED) f 1 I I III I I—I 11= x '' x
__ +I SLOPE TO DRAIN __ ANCHORED x i x x STRAW WATTLE
__No
I TTP. 18" III=11 III=III 111 IN TRENCH x xxx ,' < i <<�
INTO EZFLOW III III 1'' % x
-� �� i- ( ) MIN x.. x x I COMPACTED
l - -!�'i = - = -,, .. x i - FLOW Nr 4 11
III -III- x BACKFILL ,
a 3' PERF. RIDE i I_ III-i x :*.X
(CENTERED) 7" BUNDLE I- x x ���
m° N ,_.o0. NAT/VE SOIL / / li
OUTLET ADAPTOR in i ' ''\,,, i /
In
SILT FENCE NOTES: I
FOR 6" HDPE 1. GEOTEXTILE SHALL BE ATTACHED TO WOOD 1-'I1=1 TRENCH OC 7_____PJ " - PPOSTS WITH THREE OR MORE STAPLES PER POST. I, I
o 6„ HDPE I r )c )• 6" HOPE
ti-) II
� (\ ,( nNDS EZFLOW FRENCH DRAIN TRENCH
( <-- TYP. SECTION DETAIL 2. STAPLES SHALL BE %2"
v 2 SCALE: N.T.S.
IN-
3. WOOD POST SHALL BE 1 1/2" X 1 l/2" NOMINAL.
NOTE
a PROFILE VIEW `° PLAN VIEW 1INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4. REFER TO COOT M-208-1
SILT FENCE DE7Al4 STRAW WATTLE /NSTALLAT/ON DETA/L `-Z �0 c,,..„f, 1!
0 2. MINIMUM GRADE = 0.59. DAYLIGHT AT SWALE AS SHOWN ON PLANS. SCALE: N.T.S. SCALE: N.T.S. .pti.!V`R -E 4' � ,t,
o 12"0 HDPE DRAIN BASIN SPECIAL ' :
iy y• /
r
l TO BE USED AT DRIVEWAY CULVERT NEAR ENTRY ; ° w r
c SCALE: N.T.S. �� ;+ �• . _
1 # Revision Date By Job No. 2016-444
1 DRB Revisions 4/4/2017 AWA Drawn by: AWA C-5 1
o Bighorn Residence
zo- 6SGM
Date: 3/15/2017
For Submittal Civil Details
118 West Sixth Street, Suite 200
N
Glenwood Springs, CO 81601 4367 Columbine Drive QC: CL PE: CL of 9
NI 970.945.1004 www.sgm-inc.com File: 4367ColumbineDr_BM ,