HomeMy WebLinkAboutFile Documents.955 Chatfield Rd.0172.2018 (26).ARBK WRAP T BLOCK
/F SHOWN
REBA2 AROUND BEND TO ANCHOR TO
MIN/MUM VOLUME OF CONCRETE FOR UPPER THRUST BLocK AS swowN (Mw.24'LEHCTH)
D/P CAP W/TB r PLACE BOX AT AND ACCESSIBLE POINT FITTING VERTICAL THRUST BLOCK IN CU. YDS
ENO OF PPE AL OR NEAR THE PROPERTY LINE E
r \ PROPERLY BEND -ANGLE ALL FITTINGS O USE MEGA LUG(OR EQUIVALENT)
2"+/- LINE PIPE SIZE 11-1/4• 22-1/2• 4S• AND THIRST BLOCKS OR LIE R005
TWO FORMS ARE REQUIRED(ALL THREE FORMS
O� v v v® FINISH GRADE 4 O.2 0.3 O.S DEPICTED)
ELEVATION �l� US 1/z"BELOW 6" 0.3 0.6 1.1
X F. FINAL GRADE THE CITY OF ASPEN r
R y Na 4 SOLID BARE / $"" O.$ J.O 1.7 PROVIDE PE RODS O/4 EACH SIDE P BEND PE RODS
DEAD
I I,�/vv CORPORATION STOP WSW COPPER THAW WIRE �® EXTENSION TYPE CURB AND PIPE ARE TO BE COATED AND WRAPPED.
END yy/ MUELLER U 2 BRAZE OR CLAMP TO BOX w/ARCH PATTERN 10- 0..6 1.4 2.7
OU cc X OUTL COMPRESSION U o CORP.STOP-RUN TO / BASE 1 UPPER NOTE ALL DETAILS ARE SUBJECT TO CHANGE i
TRENCH WIDTH-� 2 U TOP OF CURB BON / SECTION"PENTAGON BASED UPON CURRENT CONSTRUCTION TECHNIQUES •'MIN.4.0 CU YDS FOR I2'®a5'
AS SPEC/FLED \ SEE TABLE FOR AREA 2 U (SEE WATER 4 HEAD PLUG. I V2"&LARGER FIELD CONDITIONS,AND SOIL CONDITIONS dam' /�\\/,\\/,\\\ '
OF CONCRETE TO BEAR b I, DISTRIBUTION REQUIRES URGER BASE C/TY OF ASPEN RESERVES THE RIGHT 10 CHANGE CONCRETE INRUST BLOCK TO BE USED FOR �' °•`//\\\���
BARS ¢ OR MODIFY THESE DETAILS AT ANY TIME a d //,�����
ON UNDISTURBED EARTH STANDARDS SEC 111-� VERTICAL BENDS WTO SIZE
UPWARD THRUST ;�"/\\' .p4 PE BARS PLUS 12"R0.C..-RE TO
�0 E) PLACE//2 g1I FT OF CITY OF ASPEN/5 DETAILS TO BE-5110.CONTACTED PRIOR USE TABLE BELOW TO SIZE THRUST BLOCK. n c /l S.S.STRAP.INCLUDE BOTTOM BAR®BEND/N
O O TYPE K COPPER GRAVEL AROUND BOX TO USE OF THESE DETAILS 970 9T0 5J 10 NOT TO BE /\ .:\t, S.S STRAP
USED WRHOUT CITY OF ASPEN CONSENT \\ A A'.4
TIE SERVICE
h SEE TABLE ^ j TO BUILDING
X. MINIMUM THICKNESS FOR BEARING / _,,� OR CAP. 7/a_ a \
EQUAL TO PIPE 00. n AREA EACH SIDE O�� THAW WIRE-` 4-i•, C•
URB STOP
SECTION GATE VAL VE ritLAY COPPER AT UNIFORM MEELLER TYPE BALL ALL FITTINGS TO USE MEGA LUG(OR EQUIVALENT) ae•
,`,` VALVE COMPRESSION TYPE AND]HURST BLOCKS,OR TIE RO05 Wr a - /NppK
%%//// SLOPE PAST GOOSENECK4.// A 6
_L ,.yy CONCRETE TWO FORMS ARE REWIRED(ALL THREE FORMS !\ �-d � MIN
/ -J%FYYJ•$r BRICK DEP/C]FD) II''
FOR ALL NON-DIRECT TAPS ON SERVICE LINES PROVIDE SS DOUBLE wl.ww ,` UNDISTURBED
STRAP EPDXY COATED SERVICE SADDLE(NOT SHOWN) 11.-e ® SIN
W/SS BOLTS •;444,& GROUND Sp.
TYP. WATER SERVICE DETAIL FOR 2'' AND SMALLER MANHOLE CONSTRUCTION NOTES ,�tiv'I41 BEDDING
A 90, 45, 22 5°, OR 1 1.25° N.TO 1 ( )OR GROUT IN PLACE BETWEEN ALL BOTTOM �I III `� \USE RUB R NEX PREFORMED GASKET 2 LAYERS
TEE
SECTION,BARREL SECTIONS,CONCRETE GRADE RINGS,AND OP CASTINGS A \A PROVIDE CONCRETE THRUST BLOCK WITH A MINIMUM BEARING
ELBOW, HORIZONTAL OR 1 2" VALVE BOX COVER MARKED WATER' -I'A a e a
/ Sl A SURFACE I AL AN SPECIFIED FOR HORIZONTALTHSBENDS USED ONLY
BOTTOM OF VERTICAL 2. BACKFYLC WITHIN 24"OF MANHOLE CLASS 2 AGGREGATE OR NATIVE MATERIALS WITH LESS RAN 3"SIZE e 4 .. � FOR VERTICAL BENDS WITH DOWNWARD THRUST
Q /
CONCRETE HICKR/NIL 3. PRECAST RINGS OR METAL RISER RING COURSE SHALL BE UTILIZED WHERE REQUIRED WITH 2 COURSES '< ) '' / AAA-��`
MINIMUM SURFACE BEARING AREA f fill MINIMUM AND 12 COURSES MAXIMUM(2 MINIMUM,12"MAXIMUM HEIGHT) /���v�/\/�/�\ / /
(IN SQUARE FEET) �- GRADE -,$) \ \ /
STATIC PRESSURE=150 PS/ STATIC PRESSURE=200 PSI 4 GRADE ADJUSTMENT AS FOLLOWS GREATER THAN OR EQUAL TO, I FOOT,CONCRETE BARREL SECT/ON$ �� \\ \
LE,THAN 1 FOOT.CONCRETE OR METAL GRADE RINGS
Pipe T££OR TEE OR 1 OP OF VALVE 5. FINISH GRADE AS FOLLOWS WITH ASPHALT OR CONCRETE PAVEMENTS FLUSH,'WITH BASE COURSE
Diameter BENDS DEAD END BENDS DEAD END 80X OP BE 1/T" SURFACE OR DIRT/TOPSOIL-3"BELOW GRADE
11-1/4 22-1/2 45 90 11-1/4 22-1/2 45 90 II 1 BELOW F)N/SH GRADE
1 I FABRICATED METAL VENT SCREEN
6" TOO 1.25 2.50 4.50 3.25 TOO 1.50 3, 5.50 4.00 1 1 C.I.RING&COVER
PIECE PIECE 1 1 NEE.,R-1758-E
8" 1.00 2., 4.25 600 550 1.25 2.75 500 9.50 6.7.5 ADJUSTABLE 1 I h FROST RETARDANT LID THRUST RESTRAINT DETAIL
a0 ID" 1.75 3.25 650 12.00 650 2.00 400 775 1425 1000 7'MIN VALVE BOX I 1 OR EQUAL
I 6 3/6"ED.SCH
12'MAX 1 I GALS.STEEL PIPE GROUT IN FIELD N.T.S.
12" 225 4.75 9.00 16.75 12.00 275 550 11.00 20.00 14.00 USE SOLID 6" I 1 2"SQUARE NUT BREAK WAY METAL COUPLING .. tl FIXED LADDERS PER
14' 2]5 525 MOO 19.00 16.00 325 6.50 1215 TJ.50 >9.DO DIP PIPE I I - trtgi i/ OHM 191027
W/APPROVAL /� )\
r 16' 3.50 700 1350 24.75 20.50 4., 650 16.50 30.50 24.75 OVER 10• ; 1 --� REINFORCED CONCRETE
f fY fjwx�x� 12 MAX GRADE RINGS FOR FINE
18" 4.50 8.50 /7.00 31.00 26.00 5.25 10.50 20.75 38.00 31.00 , GRADING AS REQUIRED
ON SQUARE FEET) I,d. t BRICK `Y (6"WALL)
PRECAST NTRIC
NOTES: 1. ALL BENDS AND FITTINGS SHALL HAVE'MEGA LUGS"IN ADDITION TO �1 ,A LASBC CONE,3''IT;
CON
RETE
2. ALL CDOUBLE IGBENDS KSHALL HAVE'MEGA LUGS"BETWEEN EACH BEND AND \\\\\ \\\\\` STEPS PRECAST MANHOLE
WATER � BARREL P/PE
THE CONNECTING SPOOL AND ON AN 18 FOOT LENGTH OF PIPE EACH WAY 'SIN LENGTH AS REQUIRED
FROM THE DOUBLE BEND. r
3. PROVIDE POLY-WRAP MONO-BREAKER"BETWEEN DIP ABS CONCRETE , INSTALL MAIN LINE SIZE x 4"TEE WITH 4"LEG
COMB/VIAL/ON AIR/VAC VALVE VERTICAL AND TAPPED CAP.INSTALL T•PIPING,
A. ALL BENDS FITTINGS AND RESTRAINT SYSTEMS SHALL MEET WAWA STANDARDS ✓O/CADNISWE A LDNDAL F/L TT/NGS .I. I 2"UN/ON IN Si GATE VALUE,2"ARV WITH 2"DISCHARGE LINE
2'GATE V£ ■
PIPED WITH 180 RETURN
✓L
STATIC PRESSURE=250 PS/ STATIC PRESSURE=300 PSI 2"NPT TAP r�
NOTE ALL SMALL PIPING TO BE THREADED
SEE CONCRETE GALVANIZED SCH 40 STEEL PIPE
Pipe TEE OR TEE OR ATE REACTION BLOCK 1
Diameter BENDS DEAD END BENDS DEAD END VALVE DETAIL-UNSUITABLE SOILS ONLY
12"x)2"FIDDLER
6" I.B 1.]5 350 6.50 4.50 ).50 200 4.00 ]25 500 TYPICAL
/ GATE
`/I T• \ • r � REINFORCE W/344 CONT.(J'cover)
11-V4 22-1/2 45 90 11-1/4 22-1/2 45 90 l�/"1 L lJ/"1 ��• • i wi0 /\s,
B" 1.50 300 6.00 11.00 775 I75 350 6.75 1250 9.00 N.T.G.
12'OF 3 4 SCREENED ROCK BELOW PIPE,
NOTE.'PIPE COVER AS SPECIFIED PUCE ROCK O MIDPOINT OF PIPE.
10" 225 450 9.00 ]ROB 11.75 275 525 1025 IB.]5 1325 /JO ALL VALVES TO BE MJ x AM MUELLER VALVES OR PRE-APPROVED EL EI/,4 LION LOCATE AT ANY HIGH POINT IN THE SYSTEM REGARDLESS OF
12" 325 6.50 12.50 23.25 16.50 3.75 750 1450 26.50 ..75 EQUIVALENT WITH MEGA LUGS DESIGN DRAWING LOCATIONS OR IF NOT SHOWN ON DRAWINGS
14" 4.00 775 1500 28.00 22.00 4.50 9.00 1750 32.25 25.00 /� /� /� /� /� -ROADBASE
16' 5.00 10.00 19.50 36.00 28.50 5.75 11.50 22.50 41.50 3250 2. NO VALVES IN CURB,GUTTER.OR VALLEY PANS INSTALLED VALVES WHICH COMBINATION TIO/t/ AIR VALVE/E ^rA 71/HOLE DETAIL ]ASPHALT
CONFLICT WBH CONCRETE AREAS SHALL BE RELOCATED AT (� �l �l �/ �/ ��/� �/
18" 6.25 1250 24.50 45.25 36.00 725 1450 2625 52.25 41.00 THE CONTRACTORS EXPENSE.
ALL JOINTS AND FITTINGS TO BE CAD WELDED N.T.S.
(IN SQUARE FEET) CONTRACTOR TO DEFLECT JOINTS -- 2
3.
CONCRETE THRUST RESTRAINT DETAILS AS REQSEPA TO MAINTAIN A MINIMUM
OF 18"SEPARATION W/NO A00/PONAL STORMDRAIN
HIGH POINTS OR LOW POINTS CREATED �-IO Mlv-H .�-
AS REPt caw..
AS RESURES a FD VALVE TO TEE
f-/O•.WN.���
IN OPEN FIELD IN STREET EW WATERLINE SOON FOR WATERLINE )
_
(SEE INSULATION SECTION BELOW
REPLACE STREET CUTS PER ASPEN ,W: ELEVATION
ROAD CUT REQUIREMENTS
SEE COA DRAWING ENG 210-T In I1Ie WATERLINE/CULVERT CROSSING
EXISTING DIRT OR EXIST ASPHALT TO BE E PUMPER NOZZL
TOPSOIL AREA TRAFFIC 1� • ACCESS
HAD FACE BIS
ASPHALT SAW CUT FULL DEPTH TYP.
OVERLAP FLANGE THREE PIECE
ADJUSTABLE
TAXY/W MVALVE BOX�1/ �/�� FIN. I/ERTIC%L THRUST BLOCK DETAIL
•` ADDITIONALASPHALT GR DE ® I�''1 c° o,, °,,.°„°..°° °. ]BENCH WIDTH ELEV. ■ I� f NT.S.
o° °p° '� ASPHALT ZONE- T BURY G%E
]BENCH TO BE �� AGGREGATE BASE ' CURB&GUTTER `
BRACED OR SHEETED \ c,C IL COURSE CLASS 6 NO MORE THAN ONE RISER
AS NECESSARY FOR SHALL BE PERM0TE0
ANT 6"FLAN NON-
STEM
WORKMAN&THE SAFETY O THE HE $ J OR APPROVED EQUA AF/500X CONCRETE WERE IN WRAP H CONTAT IN SWIH GATE TIC Gvn[kE 4 8%12"DIP WATER MAIN
PROTECTION OF U .8
OTHER UTILITIES
€ '1• PIPE MINIMUM MAXIMUM PROTECT DRAIN ///11,
I. _ WIDTH DIAMETER WIDTH WIDTH HOLES BRICKS ��.�-■��
SEE TABLE ,�' 6' 1'6" .2..-6: WRAP GRAVEL 1Y
/ 8" 1"B' z 8 FOOTER(TYP.)
12" 2'0" 3"0" W/FILTER FABRIC USE SOLD SLEEVE COUPLINGS
_ �.y� Y�rik 18 2 6 4-0 TO KEEP FINESillon REDUCE WITH C-900� �FERNCO ,PE NOT ALLOWED
1 _ 1 ,,,,
W" 7" y` L F/CTER FABRIC TRENCH WIDTH OUTI� { A MAIN SIZE x 4"TEE
IF DAMAGED J
W I ��! W/4"LEG VERTICAL 0
Z N ��Vir�t�. QVER BEDDING,M/RAFT SOOX UNDISTRUBEO SOIL-� \ r SEWER
r N OR APPROVED EQUAL �> O
CONCRETE /, '4'
O '4'
• / 1 2"NPT TAP FOR COMBINATION AIR/✓AC
2 ` ,' 3/4'SCREENED ROCK BLOCK REACTION BOOCKS , VALVE --4"
II ,1102.4 4 i CCOOMRAMC/TED ROAD.,
m 6"MIN. '0 ' 1/2 CU YD OF 1/2 PROROE TWO 3/4"COR TEN SEE CONCRETE O
M d� 4�' �\ PE RODS EYE ROLLS&NUTS
T )p\ - COURSE GRAVELDETAIL
BLOCK CONDITION II:NEW WATER MAIN BELOW EXIST SEWER MAIN
1 DRAIN MATERIAL AT ENGINEERS REQUEST REACT
NOTES: I) ALL FITTINGS FROM MAIN TO HYDRANT SHALL USE MEGA-LUGS,(RE-RODS AT ENGINEERS REQUEST),
1) ASPHALT ZONE SHALL BE INSTALLED PER CITY OF ASPEN CONSTRUCTION AND EXCAVATION AND THRUST BLOCKS. TEE TO BE M✓X FLANGED CV TO BE FLANGED X MJ CENTER 1 FULL JOINT
HEAVILY COMPACTED
STANDARDS AND RIGHT OF WAY PERMIT 2) HYDRANT VALVE AND FITTINGS TO BE 250 PSI RATED. IMPORTED OR NATIVE MIX 2) BACKF/LL ZONE SHALL BE INSTALLED PER CITY OF ASPEN CONSTRUCTION AND EXCAVATION STANDARDS 3) ALL HYDRANT LEAD PIPING TO BE 6"D.LP. P LAN
A/ OR LEAN CONCRETE O 7 WATER111
L 1V
AND RIGHT OF WAY PERMITS 4) HYDRANT LOCATION TO BE PER COA FIRE DEPT..REQUIREMENTS FOR
3) BEDDING ZONE SHALL BE. ""CRUSHED ANGULAR SCREENED ROCK FREE OF FINES DISTANCE
DISTANCE FROM BACK OF CURB OR EDGE OF SHOULDER TO FIRE HYDRANT REPLACE whP/C-900
EXPOSED OR LwuCE�
5) MUELLER FIRE HYDRANTS TO BE USEDUSE SO -
SLEEVE
4) COMPACTION REQUIREMENTS SHALL FOLLOW THE CITY OF ASPEN CONSTRUCTION AND EXCAV/ON STANDARDS 6) CAD WELD ALL JOINTS AND FITTINGS FERNCOGBTYPE NOT ALLLOWEDGS SEWER 4 O
7) SWIVEL TEE MAY BE USED
CONDITION#2:NEW WATER MAIN LESS THAN 18"ABOVE EXIST.SEWER MAIN
WATER MAIN FIRE HYDRANT ASSEMBLY SEWER LINE TO BE CONSTRUCTED OF ONE JOINT(1R MINIMUM)OF C-ADD PVC,
OR-IB PIPE.CENTERED ON SEWER/WATER LINE FOR PERPENDICULARSEPARATION
GEED 1 FOR Reviewed by Engineering
SKEW CRO55/NGS,USE C-900 PIPE UNTIL HORIZONTAL SEPARATION EXCEEDS>0:
TRENCH CROSS SECTION INSTALLATION DETAIL EACSD DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION be know 1 g4:08:58 PM
ON WATER AND SEWER DE CROSSINGS "It should be known that this review shall not
,Q ,Q c relieve the applicant of their responsibility to
N.T.S. N.T.S.
WATER` / SEWER CROSSING INO Aspen.comply
Thewith
reviewand approval by the Co of the City y
NTS offered only to assist the applicant's
understanding of the applicable Engineering
requirements'The issuance of a permit based
on construction documents and other data shall
not prevent the City of Aspen from requiring the
correction of errors In the construction
documents and other data.
Number RRSIOSr DeBSFptlSB By Dole CITY OF ASPEN WATER DISTRIBUTION SYSTEM STANDARDS STANDARD DETAIN: JAD DFSWIBg Number:
li DETAIL: GDD PROJECT NUMBER
WATER DEPARTMENT ALL DEVELOPMENT AND CONSTRUCTION INSTALLATION DETAILS CHECK: TC ALL SIDS 1
IHEOrcOPASIN DATE: MARCH 2O16