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PVC CAP �f� CONTRACTOR MAY BE RCOU� Zow '
N c).... f BACK FILL& COMPACT Tp�LOW INBTALL SHALLOW . DRB
APPROVED
TO SPECIFICATIONS x
# MAINTAIN MINIMUM COVER �O¢ 3/15/2017
l AND AVOID OONFLIC'TBEL h¢ 12:00:00 AM
U8 •
^� PVC RISER I I I Z0
t.• Backfill with Native Material 1
COMPACTED 3/4 SCREENED ROCK Lj
(olu,
r• ' . ~ '�;� :',:. Do not use any Rocks greater than $" W r.
`:.v C. Road Surface or Existing Ground ` li 1i I zo nn
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': ' .: : 22-1 ELBOWS ,� --N
,.s-r•, '< OR 45'BMD ( � ,,,v)'-'9„..,-,
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BELL TYPE PLUG,
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: ,....-.4,::-.:.:L.:::,;,-...":':':-.-. .;..?_-...:-.3::••,.:, - WHERE REQUIRED ....‹c
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,�..b 7. ';... .. WARNING TAPE E
NYE IMTH 45•ELBOW v
(AU_ BELL FITTINGS) I N°. ^._ ^ X
,
t• ] ;y; f `. ' ��,;_ - 12" Min. R SHEPHERD RESOURCES INC/AIA
'�' '`•, ;;�:','�' "' .;r z - POST OFFICE BOX 840
1 0 5 E D WA R DS VILLAGE BLV D
Pipe Bedding-Use aan .,:t.";
II
SEWER CLEANOUT IN LANDSCAPE screened
well graded .\ S l T E 0 1 0 3
NOTES: seanod material. (Twice!) � EDWARDS CO 8 1 6 3 2
1. SEWER CLEANOUTS TO BE CAP \,.0".".
11 LANDSCAPE j 9 7 0 . 9 4 9 . 3 3 0 2
LOCATED WITHIN 5 OF r��, ': . ✓yf il
i3 Min.
BUILDINGS. '�.N, S�1 '- '�' S R I A R C H I T E C T . C O M
2. THE MAXIMUM DISTANCE ,f; ti The Gas Une is Zayed by others.
V The trench may or may not be
BETWEEN CLEANOUTS ON SEWER A r >a. •6 constructed by Others.
SERVICES IS 100'. '� f
3. FOLLOW ALL OTHER BUILDING BACK FILL Lk COMPACT 16" Minimum
CODES FOR CLEANOUTS. / TO SPECIFICATIONS
SEWER CLEANOUT WITH RING AND COVER GAS TRENCH
DATE ISSUE
2/20/2017 DRB Final Review
13't ~'
1--- -I � I�� �
PROVIDE CLEAN SMUT AT FINAL ROAD GRADE
THE EDGE OF A UTILITY ROAD SUBGRADE
PAVERS MA TRENCHING OR OTHER
111.
VARIES CONTE ExCAVATIONS TOV R.awt
I )',WARNING
FINISH GRADE �' w
AT MATCH D]OSITNIG CONCRETE PAN
PAVEMENT SECTION -
1111.1.11a N•mn
TAPE / \ -.___ (-,-)
as
MENEM
I 1:::7: 7C) --.....--......
BACKFILL WITH APPROVED
SUITABLE ONSITE MATERIAL OR PROPOSED OR -- M.111.= MEM
3/4. SCREENED ROCK. EMS-MH: ASPHALT TO DOWNY ASPHALT To EXISTING UTILITY
m IF IN T.O.V. ROAD AREA USE FULL REMAIN WITH 2" MILLING REMAIN WITH 2" MILLING
AND OVERLAY!�5' AND OVERLAY p@ a"
Iv DEPTH CLASS fi ROADBASE �REPLACEMENT TOTAL REPLACEMENTIIIIMMMMINIF
0 12" MIN.
...u... ..., - ..� _ .._ - MILL 2' FROM HEATED PAVERS BORDER I �3
, li. �1TY TRENW (am) TO RC OVIDE PSAT POP Y LNE PROPOSED SHALLOW 38 �" DRB FINAL REVIEW
00000REPLACEMENT. BAOCFIU.TRENCH FULL ALT UTILITY CONDUITS -� 2a°
0000000 RASH COMPACTED OFSS $
PROVIDE B OF 3/4 ROADBASE ROAD BASE TO BOTTOM ASPHALT.
A OR 3/4" SCREENED ROCK SEE C-4 FOR UNITS OF MILLING OR 3' FRONT SIDE
TOTAL ASPHALT REPLACEMENT.
CONTRACTOR TO VERIFY EXISTING OR PROPOSED VIEW VIEW
4" SCHD. 40 PVC ELEVATION OF UTILITY AND LOWER CONDUIT AS
NECESSARY TO ACHIEVE CLEARANCE FROM TOP OF FEBRUARY 20, 2017
ELECTRIC CONDUIT. CONDUIT TO BOTTOM OF EXISTING OR PROPOSED UTILITY. ADVANCED PEDESTALS, INC 16x28 THREE PHASE PEDESTAL
NUMBER VARY PER PLAN.
NOT TO SCALE NOT TO SCALE FOR AGENCY REVIEW
FEBRUARY, 2017
SECONDARY ELECTRIC TRENCH DETAIL PAVEMENT SECTION REPLACEMENT TYPICAL U11LIlY CROSSING 3 PHASE SECONDARY ELEC. PEDESTAL NOT FOR CONSTRUCTION
DISTRICT ..f•^
APPROVED BEDDING
MIN Ii
a : i /
;_
a' , e I
THE USE OF P❑LYETHELENE WRAP FOR C❑RR❑SIVE S❑ILS
• DISPERSE LARGE ROCKS IN THIS ZONE
` ' PROVIDED ROCKS DD NOT INTERFERE WITH
�`' '� 4 BACK FILL COMPACTION REBUTS MINIMUM CUBIC YARDS OF CONCRETE
SSE BENDS
III(r10..
•4 , 90', •• BOULDERS GREATER THAN 18 INCHES TO BE REIaVED OF PIPE
///////////// -F=1-= =1, //i. - - FROM BACK FILL AND DISPOSED OF OFF SITE.
II=II=I1 �u=II=II=n=iI=II BOND BREAKER 4 NIL 11-1 22-1 {SCI 00a
MI ,11=11 III-II=11=II II=i'
• :, r• POLYETHYLENEs 4 NIL .-it-1l „I l P SYC [TMP] PIPE 4 0.2 0.4 1.3 N/A
SEE VERTICAL THRUST
„ PLASTIC MP) BLOCK DETAIL FDR SIZING
/./'''''
�`•f EEAARDiFTRBED DOUBLE �$ ���'•� THRUST ��K - S£�'T1� NO ROCK ALLOWED GREATER THAN 6 TNCFES POLYETHYLENETUBr 8' 0.2 0.5 1.8 N/A
pARA I M'1 BENDS - PLAN =METE A LlRN '� rfi}t 12' 0.3 0.a 38 N/A
' 12K� f� NA . NDT ALCOVED
SEE SPECIFICATIONS FOR Y
DET PARALLEL I - , 3/8' PLYW® FIRMS } COMPACTION REOUIREMENTs d` sffPROJECT: 1408.04
DISTRICT • ''..`.. .. .. ... .. -. -. ..�..` - VARIES ` TRENCH BACK FLL
�� THESE DETAILS IEl EIPD'ELARGER1TiAN12. 1 DIEAPPROVED BEDoIrA / ARE TO BE i
1011111111011136
SPECIFICALLY DESIGNED HY ENGDe:ER
"• , /, FCLLOVMD FOR 4 12■ \ FDRNS SFIALL HE 3/8' PLYV�O
USE
�F / EVERY MING ALLA IN ! ' .- 7 tl \I SMELL SDm..A uPn JOINT RESTRAINT rasT APPRDVA� G A LV I N
+ .I>�_".a• / THE INSTALLATION • rI Y
f 'Y ::, :. ',[J ••`•'r`' CR
POLY-WRAPPED PIPE rD SERVE AS HIND
4 r NO ROCK ALLOWED -..: IIREANER MET TO INTERFERE WITH RESTRAINED
/ • , .' .., �• UNDISTURBED .` r GREATER THAN 6 INCHES
SENT E MEWS SHALL REFIAiNACCESSIBIE AND FREE
� tiRESIDENCE
BOND BREAKER 4 IML 4- `:� I WRAPPED.
BREAKER- FROM DITERFERENCE DUE TT] THRUST BLOCK
PIPE sue GRADE. STABILIImm .,1> ''.,-.1--- ."'f 1 VRAPPED� L CONSTRUCTION
PLASTIC (TMP) ,. MATERIAL F REQUIRED N•�' . N'`W. N• 1 PLASTICCTYP) I
MINIMUM BEARING
PLYWOOD I-, - NDIDIUM 3/8' SURFACE AREA- N•ti.-v-v v v v 1v 1.N.v- .- /O DISTRICT APPROVED EQUIVALENT SQ. FT PLAN POLYETHYLENE
ND - PLS DEAD END - PLAN TAPE IE 4 Il
_ If1
MNMMUM BEARING SURFACE TRENCH ZONES PIPE ��ill
10 GAUGE INSULATTDI '
MARKING TAPE TO AREA - SQ FT PLACED
D7�1 TAPE V PI ��Allitialr ik*11� �_ 1 TRACER VIRE ��
�� c" ABOVE TOP OF PLACED Et4' ABOVE PIPE ■
- IR ANY PRDTRUSIEN CTYP)
PIPE OR ANY 011 .:=0:1 :^.2 ������� �,�•r■ LOT I 0
V/.C.(i.i PROTRUSION L
BOND BREAKER 4 ML • nix!
., ••,� / ��r, , ' -1 THREE 1� 4 EP�IY�DATED REDAR 303 GORE CREEK
. ; PLASTIC [TMP) . EFIED 18' DITD C�ICRETE WITH
^' , ENDS HEMI 90 AS SIEVN
I to M �_ 4/ A v DRIVE
1 u �r STEP 2
+ 4- MIMMLMRM BEARING OA PPE,., r" •'� / TRENCH BACK FILL i. f ` f, � �`�
rz„:„. .. ,_. , • r; SURFACE: AREA - -T. v a. ` • hI.' �r / / / / / / / f
,� ���!��� 4*,\1\!ti.*�t!- UTILITY DETAILS
•.$ R .:'i• ...-' •; .` i TAPE P� LEVE V ` � �-
OREIRL /
EEARTHSTUREED COMPACTED BEDDING ��`f p: A' ...F.': '.�. :'r- ! f*r` / /�f�
UNDISTURBED-
PLYWOOD FORMS - MINIMUM 3/B" MATERIAL +/ -..-...,•:,..:'+':•'"- •'•�' ' r' . PIPE
/�/�✓ /
EARTH DR DISTRICT APPROVED EQUIVALENT TYPICAL CROSS SECTION
``. ;.. .• 01.-,:-.::_:!..:z. , THRUST BLOCK SHRED ��j~*'/
MINIMUM BEARING SURFACE (SF) `- -•''E,_: �; BEDDING �y l �`''3�;== - - - -1 NOT INTERFERE WITH NN N/NN'
ti: `:,J. - ZONE 1� ,A UGS ER OTTER t.. �'
MINIMUM BEARING SURFACE (SF) FOR 201 TO 250 PSI 'i tf. $ A 1 ` � , , A �, / S FITTINGSj � !' •�l• a ff�/��/~I
FOR 200 PSI AND LESS six BENDS , ► ! • • �l ,44,4,44444‘-' ,..4.•\f� ti l
TEE OR '',. .� \ \1\1\1\
/ ��` / �` s ` S/ f#
SIZE BENDS of PIPE 11-1/4° 22-1/2° 43° 90° DEAD EIND UNDISTURBED :•.'. •�: :,.•.•� / / /ff f f l / / f f f l
OF PIPE 11-112° 450 o DEAD 4 1.8 3.1 4 4 CIG 9011 Wit-•: .. f� ` �//•/ . /•/.w•s..�l.f•/•�- •f
4 1.3 2.5 2.5 94 6.4 8' 1.6 3.1 8.2 11.4 8.0 /..1y ' '#-\7)'
N. STEP 3 OF POLYETHYLENEEXERCISE
WRAP TO PREVENT
TITH PENETRATION *l ,-- \' ♦ `f�f
6' 1.3 2 5 5 0 9 0 6 4 8' 1.9 3.1 6.2 11.4 6.0 '' - •. f./'- / ROCKS. ETC. •/\r! • sly
e' 1.3 2.5 5.0 9.0 6,4 10' 2.4 4.7 9.25 17.1 12.0 PIPE SUB GRADE Ai 1 Q.D.
1G' 1.0 3.8 7.4 13.7 9.7 12' 3.4 8.7 13.1 24.2 17.1 MIN. MIN. 6 MIN.
12' 2.7 5.4 10.5 19.3 13.7 16' 5.8 11.6 22.7 42.0 29.7
16' 4.7 9.3 19.1 316 238 20" 9.0 17.9 35.0 64.8 4a.s PIPE BEDDING ZONE
20' 7.2 14.3 280 51.8 36.6 FIELD INSTALLATION - POLYETHYLENE WRAP C _
I 02
GENERAL NOTES offirEAGLE RIVER
SANITATION 1 `DISTRICT EAGLE SANITATION `DISTRICTEAGLE RIVER WATER a
L NAEGALIIG RESTRAINTS SHALL BE USED IN CRIJUNCTIOI WITH TFNRUSTBLOCKS. USE POLYETHYLENE WRAP ON THIS PRQECT SAlRTATs>r T EAGLE SANITATIONDISTRICT�DISTR1CT
STEP 1 - PLACE TUBE OF POLYETHYLENE MATERIAL ON PIPE PRIOR TO LOWERING IT WO PLACE.
2. MINIMUM AREA REWIRED WILL BE THAT OF AN B INCH NAM CONCRETE WATER/SEWER BEDDING STEP 2 - PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT JOINT. FOLD POLYETHYLENE WRAP
3. ALL THRUST BLOCKS SHALL BE FED. THE MINIMUM THICKNESS FN MATERIAL SHALL BE THRUST BLOCKS MATERIAL AROUND TIE ADJACENT SPIGOT END AND WRAP 1MTH TAPE TO HOLD THE VERTICAL THRUST BLOCK
ON ON
3/B' PLYWOOD OR DISTRICT APPROVED EQUIVALENT. PLASTIC TUBE IN PLACE.
SCALD NONE DATE' 01-01-06 SCALE' NONE ImTE' TIM 01-01-06 STEP 3 - OVERLAP FIRST TUBE WITH ADJACENT TAND SECURE MATH PLASTIC ADHESIVE TAPE. SCALD NONE IRATS 01-01-09 SCALD NONE aATa 01-01-09
4. BEARING AREA BASED ON SOIL BEARING PRESSURE OF 2000 LB/SF. THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESS MATERIAL
LAST REVISED 12-31-02 vIsi12/31/01S_10 PLACE.SHANEATLY DRAWN LIP AROUND TIE PIPE BARREL. FOLDED ON TOP OF PIPE AND TAPED REVISED 5/29/96 W-17 REVVED 12/31/00
W-03W-18
APPROVED FOR YEAR 2006 CONST.-REV 2006 APPROVED FOR YEAR 2009 APPROVED FOR YEAR 2009
/