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CONSTRUCTION PLANS FOR
<t> CONTRACTOR TO POTHOLE
TO DETERM INE LOCATION
AND DEPTH. WHEN
CONNECTING TO EXISTING
LINES, VER IFY SIZE
WATER, SANITARY SEWER, GAS, ELECTRIC
GLENWOOD COMMERCIAL -PHASE 2
GENERAL NOTES:
AND MATERIAL OF PIPE.
CONTRACTOR TO COMPLETE ALL
POTHOLES PRIOR TO STARTING
CONSTRUCTION AND PROVIDE A
REPORT TO THE ENGINEER
1. AL L SITE WORK IS SUBJECT TO APPROVAL BY GARFIELD COUNTY FOR THE OVERALL PROJECT. DOMESTIC WATER. SANITARY SEWER AND ELECTRIC
UTI LITIES ARE SUBJE CT TO THE APPROVA L OF THE CITY Of GLENWOOD SPRINGS.
2. ALL UTILITY WORK IN THE HIGHWAY RIGHT Of WAY IS SUBJECT TO PERM I TTING BY THE COLORADO DEPARTMENT OF TRANSPORTA TI ON . ALL TRAffiC
CONTROL, PAVEMENT AND ROADSIDE REPAIRS SHA LL BE IN ACCORDANCE ~TH COOT REQUIREMENTS fOR WORK IN THEIR RIGHT Of WAY.
3. AL L CONSTRUCTION SHALL BE IN ACCORDANCE ~TH THESE PLANS, THE COOT STANDARD SP ECIFI CATIONS fOR ROAD AND BRIDGE CONSTRUCTION, THE
GLENWOOD SPRING S UTILITY CONSTRUCTION REQUIREMENTS . I'IHEN CONFLICTS BETWEEN THESE STANDARDS OCCUR, THEN THE ORDER Of PRECEDENCE
IS: 1.) COOT STANDARDS. 2.) GLENWOOD SPRINGS STANDARDS, J .) CONSTRUCTION DOCUMENTS. CONTACT THE ENGINEER TO ASS IST IN RESOLUTION
COUNTY OF GARFIELD, STATE OF COLORADO
MARCH 31, 2006
A PORTION OF THE NORTHEAST ONE QUARTER OF THE SOUTHWEST ON QUARTER
OF SECTION 22, TOWNSHIP 6 NORTH, RANGE 89 WEST, OF THE SIXTH
COUNTY OF GARFIELD, STATE OF COLORADO.
SHEET NO
1 COVER SHEET
2 OVERALL UTILITY PLAN
INDEX CAD FILE
109Sc..,.-det
1098m -h2 Of ANY CONFLI CTS . SANITARY SEWER PLAN AND PROFILE-SOUTH RELOCATION 3 109 r ofUa-cdot
4 . THE CONTRACTOR SHALL PROVIDE SWlNG TI E AS BUILTS Of UTILI TIES BASED ON SURVEY CONFIRM ED LOCATIONS OF BU IWINGS OR OTHER PERMANENT
PHYSI CAL IMPROVEMENTS, SUCH AS VISIBLE PROPERTY CORNERS. A MINIMUM OF TWO SWlNG TIES SHOULD BE PROVIDED TO EACH SURFACE
IMPROVEMENT SUCH AS VALVE BOX LIDS, AND TO ALL HIDDEN FEA TIJRES, SUCH AS WATER MAIN BENDS OR TEES.
5. TH E SEWER LINE SHALL BE TESTED PER THE CITY OF GLENWOOD SPRINGS REQUIREMENTS.
6 . THE WATER MAIN SHALL BE TESTED PER THE CITY OF GLENWOOD SPRINGS REQUIREMENTS. OBTAIN EXISTING PRESSURE AND FLOW READINGS FROM
THE GLENWOOD SPRIN GS FIRE DEPARTMENTS AND PUBLIC WORKS DEPARTMENT PRIOR TO CONSTRUCTION. CONFIRM THOSE READ INGS WlTH THE
INFORMA TI ON PROVIDED ON THESE PLANS AND REPORT ANY DISCREPANCIES TO THE ENGINEER.
7. COORDI/'IA TE OUTAGES AND RECONNECTIONS WlTH THE CITY WATER DEPARTMENT. MINIMIZE DOWN TIMES BY USING WET TAPS I'IHENEVER POSSIBLE.
OB TAIN PERMITS AND SCHEDU LE OU TAGES IN ACCORDANCE WlTH THE CITY REQUIREMENTS.
8. DOMES TI C WATER, SANITARY SEWER AND ELECTRIC ARE LOCA TEO IN EASEMENTS AND ARE TO BE TIJRNED OVER TO THE CITY OF GLENWOOD SPRINGS
FOR THEIR OWNERSHIP AND MAINTENANCE AfTER ACCEPTANCE OF THE COMPLETED AND TESTED LINES .
VICINITY MAP
A.D .
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B VCS
CAN
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FG
FT
FH
FL
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HP
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DATE
ALGEBRA IC DIFFERENCE
BEGIN VERTI CAL CURVE ELEVA TI ON
BEGIN VERTICAL CURVE STATION
CABLE TELEVIS ION
CL EAN OUT
CONCRETE
CORRUGATED METAL PIPE
DUCTILE IRON PIP E
ELEVATION
EXISTING
FLARE END SEC TION
FIN ISH GRAD£
FOOT
FIRE HYDRANT
FLOW LINE
GAS
HIGH POINT
INCHES
INSIDE DIAME TER
EDGE Of ASPHALT
EASEMENT
END VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
HIGH POINT
LEFT
BY
LEGEND OF ABBREVIATIONS
LP
K
MAX
MH
MIN
NTS
OVH
PC
PROP
PVC
PVI
/NV
RCP
ROW
SAN
STA
ST/L
TB
T.O.P .
TYP
UGE
w
10-YEAR
100-YEAR
LOW POINT
SIGHT DISTANCE VALUE
MAXIMUM
MANHOLE
MINIMUM
NOT TO SCALE
OVERHEAD
PROPERTY CORNER
PROPOSED
POLYVINYL CHLORIDE
POINT Of VERTICAL INTERSECTION
INVERT
REINFORCED CONCRETE PIPE
RIGHT Of WAY
SANITARY SEWER
STATION
STORM LINE
THRUST BLOCK
TOP Of PIPE
TYPICAL
UNDERGROUND ELECTRIC
WATER
10-YEAR WATER SURFACE
100-YEAR WATER SURFACE
REVIS I ON DATE APPV DATE
LEGEND OF SYMBOLS
EXISTING
...-::::::::-.......... /_-........_5. __.. Boo ::::. =:. CON TOUR ( !')
PROPERTY LINE
~ ~~ ----·~ EASEMENT
··· ·· ···· ····································· EDGE OF ASPHALT
··· · ········································ ··················· EDGE Of CONCRETE
PROPOSED
~~0 ~
1" = 1000'
SITE AREA = 4 .19 AC ±
FIRE
VAL>£~~.~-·· _· : ~1 <Of.~ STO:~::AIN
FlRE HYDRANT ~
ST MH/ HYDRANT ~~~w~~~~ ..
--·-~-s ----SANITAR Y ~@-·······-~---············ £ ~-~~-':!~)-· .. ··· · EL ECTRIC
---s __ ___,••
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GUY ANCHOR -··J:'~QL,f:,.r_·~ .. ·--··""" (~>.-!; ... N.-.-•. -~ .. -~ OVERHEAD
. PEDESTAL MANHOLE x;o-
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··· >-········· ·· ·· ::: •·•• · ........ >: ············· FENCE
Si GN (AS NOTED)
0 SEC TI ON MONUMENT
,,, SURVE Y CONTROL POINT
ti ALUMINUM CAP
0 PIN &: CAP (AS NOTED)
"' REBAR (SIZE AS NOTED)
JLB PROJECT NO. 1098
CIVIL ENGINEER:
DEVELOPER :
SURVEYOR:
DOMESTIC WATER
AND SANITARY
SEWER, ELECTRIC
4 SANITARY SEWER PLAN AND PROFILE-NORTH EXTENSION 109 ortle
5
6
UTILITY DETAILS
UTILITY DETAILS
CALL UTILITY NOTIF/C A TI ON
CEN TER OF COLORA DO
1-800-922-1987
C A LL 2 BUSINESS DA YS IN A DVANCE
BEFORE YOU DIG, GRADE OR EXC A VATE
F OR THE MA RKING OF UND ERGR OU N D
MEMBER UTILITIES.
PROJECT CONTACTS
JLB ENGINEERING CONSULTANTS
JAMES BLANKENSHIP, PE
918 ELDORADO LANE
LOUISVILLE, COLORADO 80027
303.604.1634
PRINCE CREEK CONSTRUCTION
DAVID HICKS
1317 GRAND AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
970.945.4545
HOLSAN SURVEYING
RICH HOLSAN, PLS
4773 214 ROAD
SILT, COLORADO
970.876 .2947
CITY OF GLENWOOD SPRINGS
PUBLIC WORKS DEPARTMENT
101 WEST 8TH STREET
GLENWOOD SPRINGS, COLORADO 81601
970.384 .6400
GEOTECHNICAL:
HIGHWAYS:
TELEPHONE:
GAS:
HPGEOTECH
STEVE PAWLIK
5020 COUNTY ROAD 154
GLENWOOD SPRINGS , COLORADO 81601
970 .945.7988
COLORADO DEPT OF TRANSPORTATION
MIKE SMITH
222 SOUTH 6TH STREET, ROOM 100
GRAND JUNCTION, COLORADO 81501
970.248.7231
QWEST
XCELENERGY
1 D9Bcvr-dri
1 09Bcvr-det
THESE PLANS WERE PREPARED UNDER t,jy SUPERVISION
AS PER THE REQUIREMENTS Of THE CITY Of GLENWOOD
SPRINGS.
PREPARED UNDER THE
DIRECT SUPERVIS ION OF
JAMES LEE BLANKENSHIP, PE
COLORADO REGISTERED PROFESSIONAL
ENGINEER NO 30736
FOR AND ON BEHALF OF
JLB ENGINEERING CONSULTANTS
SHEET NO 1 OF 6
CONSTRUCTION
@)c:OP'r'RIGHT J.B ENGINEERING CONSULTANTS
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CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG. GRADE OR EXCAVATE
FOR THE ~ARKING OF UND ERGROUND
~EMBER UTILITIES.
UTILITY PLAN LEGEND
NOTES
CONTOUR (2')
PROPERTY LIN E
EASEMENT
EDGE OF ASPHALT FIRE
EDGE OF CONCRETE ~~~~~~~~~~~~r HYDRANT STORM DRAIN THRUST
WATER W )I ~ BLOCK
WATER W-(TB)
SANITARY S \_
ELECTRIC E
GAS G MANHOLE
1. EXISTING UTILITY INFORMATION SHOWN ON TH IS PlAN WAS PROVIDED BY TH£ OWNER AND TAKEN FROM
AVAILABlE MAPS . UTIUTY lOCATIONS SHOUlD BE VERIF IED IN THE FIELD PRIOR TO AND DUR ING
CONSTRUCTION. CONTACT THE CITY AT 945-7685 PRIOR TO START OF CONSTRUCTION.
2. All CONSTRUCTION SHAll BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF GLENWOOD
SPRINGS, THE STAT£ OF COlORADO, AND THESE PlANS . CONFLICTS BETWEEN THE STANDARDS AND
REGULATIONS SHALL B£ RESOLVED BY THE CITY AND TH£ ENGINEER.
3. BURY AlL POWER AND PHONE LINES. RE-ALIGN INTERFIERING OVERHEAD POWER AND PHONE LINES AND
PROVIDE NEW CONNECTION POINTS FOR EXISTING USERS . COORDINATE RECONNECTIONS WITH APPROPRIATE
AGENCIES AND USERS AND MINIMIZE OUTAGES.
4. ALIGN UTILITIES IN PROVIDED EASEMENTS. MATERIALS SHALl BE AS SPECIFIED BY THE OWN ING AGENCY.
COORDINATE LOCATION OF TRANSFORMER FOR NEW BUILDINGS WITH SITE IMPROVEMENTS.
5. THE ABANDONMENT OF THE EXISTING WATER LINE AND THE CONN ECTION TO THE EXI5nNG SYSTEM PER THIS
PlAN SHALl B£ PERFORMED BY THE DEVELOPER AT THE EX ISTING T££ AT THE MAIN.
6 . PURCHASE AND INSTALL WATER METERS FROM THE CITY OF GL ENWOOD SPRINGS PUBLIC WORKS DEPARTMENT.
ONE SERVICE WILl BE PROVIDED TO EACH BUilDING WITH INTERNAl METERS AND REMOTE READOUTS.
CONNECTIONS SHALl B£ MADE IN ACCORDANCE WITH THE CITY REQUIREMENTS, INCLUDING REMOVAlS,
TRENCHING, AND RESTORATION.
7. CONNECT THE NEW SAN ITARY SEWER MAIN TO THE EX ISTING MAIN WHERE SHOWN WITH A NEW MANHOLE.
CONFIRM SEWER MAIN INVERT IN MANHOLE . REPORT DISCREPANCIES TO THE ENGINEER. PROVIDE
CONNECTION IN ACCORDANCE WITH THE CITY REQUIREMENTS INCLUDING TRENCHING, TESTING, BACKFill,
RESTORATION, AND TELEVISING THE LINE. COORDINATE CONNECTIONS FOR BU ILDINGS. INSTALl ClEANOUTS
WHERE REQUIRED BY CODE. CROSSINGS OF WATER AND SEWER SHAll MEET THE REQU IREMENTS OF THE
STATE OF COlORADO DEPARTMENT OF HEA LT H. VERIFY CROSSING ElEVATIONS AND REPORT CONFLICTS TO
THE ENGINEER. WHERE SANITARY SEWER SERVICES CROSS WATER SERVICES. ONE FULL STICK Of PVC
SEWER SHALL 8£ CENTERED ON THE WATER SERVICE. IF THE CLEARANCE IS LESS THAN 18", THEN THE
SEWER SHALL B£ ENCASED AS WEll. A FULL STICK OF PVC IS CONSIDERED TO BE A MINIMUM OF 18'
LONG.
8 _ THE MINIMUM CO VER FOR ALL WATER MAINS IS 5.5'. All WATER MA IN FITTINGS SHAll BE RESTRAINED WITH
A CONCRETE BLOCK AND MEGA LUGS.
9. A STANDARD FIR£ HYDRANT INCLUDES THE FOllOWING: 8"x6" TEE, 6" DUCTILE IRON LEADER. 6" GAT£ VALVE,
THRUS T BLOCK AND MEGA LUGS , RISER AND FIR£ PLUG .
10. UPON COMPLETION AND ACCEPTANCE Of THE UNDERGROUND UTiliTY INSTALLATIONS, THE PUBLIC
IMPROVEMENTS SHALL BE RESTORED . THE LIMITS OF RESTORATION SHALL BE NO l ESS THAN THE FULL
WIDTH OF THE TRENCH. THE RESTORATION SHAll BE CDMPLmD BY REMOVING THE FUlL SECTI ON OF
ASPHALT AND BASE COURSE AND REPlACEMENT IN KIND . All MATCH LINES SHALL BE SAWCUT. THE
PUBLIC UTILITIES SHALL BE WITHIN EASEMENTS DED ICATED TO TH E CITY FOR US£ AND MA INTENANCE.
11 . THE REPORTED STATIC WATER MAIN PRESSURE RANGES FROM 67.5 TO JB.1 PS I FOR THE SITE, WITH A
HYDRAULIC GRAD£ LINE ElEVATION OF 6030 (USGS).
12. SANITARY SEWER TAPS FOR THE BUILDINGS SHAlL BE 6" SDR-35 PVC TAPS.
13. WATER MmR SIZES SHAll BE FINALIZED DURING THE BUILDING PERMIT PROCESS FOR EACH BUILDING_
FINAL FIR£ AND DOMESTIC WATER SERVICING IS TO BE DETERMINED. BUilDINGS MAY B£ SPRINKLED AND
THEREFORE THE NUMBER OF FIRE HYDRANTS SHOWN HEREON MAY B£ REDUCED .
14. UNDERGROUND ElECTRICAl FEEDS FOR All BU ILDINGS AND NEW TRANSFORMER SIZES AND LOCATIONS TO B£
DESIGNED BY THE CITY ELECTRICAl COMPANY.
15. All WATER MAINS SHALl BE 8" CLASS 52 DUCTILE IRON COVERED WITH a Mil POlYETHYlENE WRAP WITH
TAPED JOINTS AND SEAMS PER AWWA.
16.ALl WATER SERVICES THAT ARE 1" AND SMALLER SHAll 8£ COPPER. 1 -)>" AND 2" S£RVCES SHALL B£
POL YPIPE WITH A TRACER WIRE.
17. A SEPARATE TAP WILL B£ PROVIDED FOR TH£ SIT£ IRRIGATION SYSTEM.
18. All FIR£ SPRINKLER SERVICE LINES IN THE SITE SHALl BE DUCTI LE IRON AS APPROVED BY THE CITY AND
THE FIRE DEPARTMENT.
19. All SANITARY SEWER MAINS SHALl BE 8" ASTM D3034, SDR 35. ALL SANITARY SEWER SERVICES SHALL BE
6" ASTM DJOJ4 , SDR 35 EXCEPT WHERE CLEARANCES FROM WATER LINES CANNOT B£ MET. THE PIPE IN
THESE SECTIONS SHAll BE SCHEDULE 80 PVC WITH ENCASED JOINTS.
20. CULVERTS SHALL BE CORRUGATED METAL PIPE MEETING COlORADO DEPARTMENT OF HIGHWAYS
SPECIFICATIONS . DmNTIDN POND RELEASE PIPES SHALL BE SCHEDUlE 40 PVC DR SDR 35.
21 . All PUBLIC UTILITIES SHAll B£ IN EASEMENTS. EASEMENTS FOR ONE SANITARY OR WATER MAIN ARE 15'
WIDE. EASEMENTS FOR TWO MAINS ARE 25' WID£, EASEMENTS FOR WATER, GAS, TElEPHO NE AND/OR CABLE
TELEVISION ARE 6' WID£ FOR INDIVIDUAL RUNS OR 8' WID£ FOR MULTIPLE RUNS.
22. TESTING OF PUBLIC UTILITY SYSTEMS SHALL BE IN ACCORDANCE WITH THE CITY OF GlENWOOD SPRINGS .
FOR WATER, THE DEVElOPER IS REQUIRED TO PRESSURE TEST. STERILIZE AND BAC -T TEST. FOR SANI TARY
SEWER, THE DEVElOPER IS REQUIRED TO TEST THE MAIN AND MANHOLES AND TELEVISE THE SYSTEM.
AS-BUILTS DR All PUBLIC UTILITIES ARE REQUIRED.
THESE PLANS WERE PREPARED UNDER MY SUPERVISION
fo5 PER TH E REQUIREMENTS OF THE CITY OF GLENWOOD
SPRINGS.
JAMES LEE BLANKENSHIP
REG ISTERED PROFESS IONAL ENGINEER
STATE OF COLORADO NO. 30736
Civil Engineers
918 ELDORADO lANE
LOUISVILLE, COLORADO 80027
PHONE: JOJ.604.1 634
FAX: 303.604.1674
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2552 HIGHWAY 82
GLENWOOD SPRINGS 0.
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81
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CAL L UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEfORE YOU DIG, GRADE OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILIT IES.
SEWER REPLACEMENT COORDINATION
1) ALL CONSTRUCTION SHAL L BE IN ACCORDANCE WITH THE CITY OF
GLENWOOD SPRINGS. THE RELOCATED SEWER IS OUTSIDE OF THE
COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY.
2) COORINATE ANY OUTAGES OF SERVICE WITH UPSTREAM USERS OF
THE SYSTEM. PROVIDE ANY BYPASS PUMPING AS NECESSARY FOR
TESTING AND CONNECTION OF NEW CONSTRUCTION TO EXISTING.
3) ALL SEWER MAIN SHALL BE ASTM D8086, SDR-35.
WATER MAIN REPLACEMENT COORDINATION
1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF
GLENWOOD SPRINGS AND THE COLORADO DEPARTMENT OF
TRANSPORTATION.
2) COORDINATE ANY OUTAGES WITH UPSTREAM USERS OF THE SYSTEM.
COMPLETE ALL RELOCATIONS IN AND RECONNECTIONS IN A TIMELY
MANNER .
3) ALL TESTING SHALL BE IN ACCORDANCE WITH THE CITY. COMPLETE
ALL TESTING AND PROVIDE REPORTS TO THE CITY PRIOR TO TAPPING
FOR NEW CONNECTIONS.
4) COMPLETE ALL CONNECTIONS AND RECIEVE APPROVAL FROM CITY
PRIOR TO BEGINNING OTHER CONSTRUCTION_
THESE PLANS WERE PREPARED UNDER MY SUPERVISION
AS PER THE REQUIREMENTS OF THE CITY OF GLENWOOD
SPRINGS.
JAMES LEE BLANKENSHIP
REGISTERED PROFESSIONAL ENGIN EER
STATE OF COLORADO NO. 30736
'"""""" "'''*·
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)%" W6'i!W->l!ig~~#t#1.ii''='='""
Civil Engineers
9 I 8 ELDORADO LANE
LOUISVILLE:, COLORADO 80027
PHONE: 303.604.1634
FAX: 303.60•U 674
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Job No. !098
0-!098.3
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EXISTING
CALL UTILITY NO TIFICATI ON
CENTER Of COLORADO
1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GR ADE OR EXCAVATE
FOR THE MA RKING OF UNDERGROUN D
MEMBER UTILITIES.
UTILITY PLAN LEGEND
CONTOUR (2')
PROPERTY LINE
EASEMENT
PROPOSED
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2-H40 ' I
O•sign .uJ Drown CPS
Checked ..lB Checked ..lB
OC!f• MARCH Jf, 2005
918 ELDORADO LANE
LOUISVILLE, COLORADO 80027
PHONE: 303.604.163-4
FAX: 303 .604.1674
Civil Engineers
r-------t-----4----------------------------------------------l----~~--~JroN~ t~e
DATE BY REVISION DATE APPV DATE ~--__:_:----~ 0 !098.2
2-ti80
' ------1'; :Ji------------K o ---------------------------------------------------------------------------------------------------------------------------------------------------
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3+60
SANITARY SEWER EXTENSION-PLAN & PROFILE
GLENWOOD COMMERCIAL CENTER PHASE 2
3000 HIGHWAY 82
COUNTY OF GARFIELD, STATE OF COLORADO
...... .. ...... -------------------.. ---.. ----------------
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MECHANICAL JOINT RESTRAINT
WEDGE DETA IL
BOL T HOL E
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DIMENSIONS
NOMINAL NO. OF NO . OF K 2 J F M
PIPE SIZE BOLTS WEDGES INCH ES INCHES INCH ES INCHES
4" 2 2
6" 6 3 11.12 9.50 7.00 0.88
8" 6 4 13.37 11 .75 9 .15 1.00
1 a· 8 6 15.62 14.00 11.20 1.00
12" 8 8 17.88 16.25 13.30 1.25
4" 4 2
6" 6 3 11.12 9.50 7.00 0.88
8" 6 4 13.37 11.75 9.15 1.00
1 o· 8 6 15.62 14 .00 11.20 1.00
12" 8. 8 17.88 16.25 13.30 1.25 . . DIMENSIONS FOR 16 AND 20 D.l. PIPE NOT SHOWN
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USE EBBA IRON "MEGALUG", SER IES 1100 (D.I.P.), SER IES 110DPV (P.V.G.)
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NTS
..... .. ··············
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30X: -18
5% -#16
FIN ISH SURFACE PER PLAN
MINIMUM COVER IS 54" -60"
COMPACTED 8ACKFU... s• UFTS
MOISTURE AND COMP,t.C'TION
REQUIREMENTS PER SOILS REPORT
SQUEEGIE BEDDING OR OTI-IER
APPROVED EOUAL
6~ UFTS, 90" CO~PAC110N
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SCOOP OUT
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16" 2>0 3~.0 19.0 10.0 5.0
18" J1.5 .... 2 .. 0 12.~ 6.5
2<1' 380 54.5 29.5 1!:1.0 7.5
24" 55.5 78.0 42.5 no 11 .0
BEDDING
MATERIAL
BEARING
SURFACE
UNDISTURBED SOl~
TYPICAL CROSS SECTION
NOlES:
1. BASED ON 250 PSI MAXIt.iUI.t PRESSURE AND
2000 LBS/fl1 BEARING CAPACITY.
2. All F1TTINGS MUST BE ~APPEO WITI-1
POL YETHY\..£NE TO PREVENT CONC RETE
FROM ADHERING TO BOLTS OR PIPES.
3 . ~AXIMUI.i JOINT DEFlECTION WITHOUT
REACTION BLOCK IS 1+1/2°.
4. CONCRETE SHALL OE\IELOP 3,000 PSI
AT 28 DAYS.
5. JOINTS AND BOLTS SHALl BE A.CCESS lBLE
FOR REPAIRS.
12' 12' S~URTF~A~c:E.::::::~----11:~/z~.~~-;~·-._E::~-~~/~L,AMP HOLE COVER <SEE DETAIL BEL0\1)
VARIES
18' MIN.
FOR
ADJUSTMENT
L
CONCRETE PAD POURED AT
TIME OF FINAL GRADE
4' REDUCER
.___Pvc
~--··---1
. : ...
4' MIN.
NOTES•
24' MIN. ---1· ~ I
CONCRETE SADDLE !
PLAN VI EW' •. . s
1. COVER SHALL HAVE A LOCKING LID MARKED 'SE\IER' .
2 . TYLER SERIES 6855 SLIP TYPE TOP SECTION •
D ~ L SUPPLY SERIES M8056 OR EQUAL .
3 . J.D. = 6 1/8'.
4' CLEAN OUT
SOLVENT 'WELD
THREADED PVC
1---9 1/2' ---1
COVER DETAIL
MUELLER NO. 24015
(3 WAY) OR EOUIV .
APPROVED BY CITY
6" FIRE HYDRANT
INSTALL LOCATOR TAPE
ON TOP OF BEDDING MATERIAL
6" MJ GATE VALVE &
6" VALVE BOX, \\1DE ~
OVAL BASE • '<'
6" ANCHOR COUPLING OR
6' S\\1VEL COUPLING
BEDDING, SfE TRENCH
SECllON
A TI ACH \\1RE TO
!.IJ BOLTS
HYDRANT BASE & DRAINAGE ROCK
TO BE COVERED \11TH LOOSE
SHEET OF POLYETHYLENE TO EXCLUDE
BACKFILL ~ATERIAL FRO~
VOIDS IN DRAIN ROCK
THRUS T
BLOCI(
~IN 1/2 CY Voru. GRADED
1-1/2' OR GREATER
SOUEEG!E
95~ 114
30~ -jiB
5~ -#16
CD THRUST BLOCKS CLEAN OUT FIRE HYDRANT DETAIL
RESTORE TO ORIGINAL GRADE
SURFACE TREA TM ENT PER PLAN
AND COUNTY PERMIT
---
4" PERFORTEO SCHEDULE 40
PVC UNDERDRAIN
IF GROUNDWATER ENCOUNTERED
3000 PSI
CONCRETE
#5 BARS ON
12" CEN TERS
..
A
#3 STIRRUPS
ON 1 B" CENTERS
w
PIPE SIZE w A
6" 4" 4"
B" 4" 4"
10" 4" 4"
12" &> 4" 4"
NTS
--
COMPACTED BACKFILL. 8" LIFTS
!.IOISTURE AND COMPACTION
REQUIREMENTS PER SOILS STUDY
SQUEEGIE BEDDING
6' LIFTS, 90% COMPACTION
SEE NOTE ON COVER SHEET
EXISTING SAN ITARY
SEWER MAIN
!
9
NTS
I
' I
I
ESMT I
I
EXTEND SERVICE
I TO BUILDING
SEE NOTE BELOW
D cr.
4'
BACKFILL SHALL BE
COMPLETED AT OPTIMUM
MOISTURE & IN ACCORDANCE
\liTH ASTM D698
M INIMUM TRENCH W1D1H SHALL BE
THE D I AMETER OF 1HE PIPE PLUS 12'
I I=-"
12"
SELECTED BACKFILL
(ROAD BASE OR PIT RUN)
IF ON-SITE MATERIAL
IS UNSUITABLE (OR AS
DIRECTED BY THE CITY)
EXISTING SANITARY
SEWER SERVICE
6" LIFTS
90% COMPACTIOIN
a~_=t+--'-.4 ..
I 1:':
ENCASE STORM AND SANITARY SEWER LINES
1\tiERE THEY ARE \\1THIN 18" BE LOW THE WATER
UNE OR IF THEY ARE ABOVE THE WATER LINE
PLAN
MIN 1/4" PER FT SQUEEGEE•
95% -~4
30% -~8
5% -#16
SQUEEGEE (OR EQUAL) IF
ON-SITE MATERIAL IS
UNSUITABLE (AS DIRECTED BY CITY)
CROSS SECTION
PROFILE
NOTES:
SERVICE INVERT
PER PLAN
1. REFER TO THE NOTES ON THE COVER SHEET AND UTILITY PLAN.
2. THE MINIMUM SLOPE FOR THE SERVICE LINE SHALL BE 1 \4" PER FOOT.
3. TH E ELEVATION AT THE LOCATION OF THE SERVICE CONNECTION SHALL BE VERIFIED BY THE CONTRACTOR AND
ANY DISCREPANCIES REPORTED TO THE ENGINEER.
4. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. COMPACTION OF BACKFILL SHALL BE PER THE SOILS REPORT AND AS STATED IN THE CITY OF LAFAYETTE STANDARD SPECIFICATIONS .
SANITARY SE WER TRENCH SANITARY SEWER SERVICE
NTS NTS
NTS
CD
t_ CROSS
OR TEE
VALVE SETIING
NTS
GROUND LINE
.LB Orown ,LB UTILITY CONSTRUCTION DETAILS SHEET
Cllecked .LB .lB
Oa/e JIARCH 21, 2006
918 ELDORADO LANE
LOUISVILLE , COLORADO 80027
PHONE: 303.604.1634 Civil Engineers GLENWOOD COMMERCIAL PHASE 2 5
FAX : 303.604.1674 2550 GRAND AVENUE ~------4------+------------------------------------------------4------+----~~Na !098 1-::--------1 OF 6 SHEETS DATE BY REVISION APPV DATE 0-!098.2 COUNTY OF GARFIELD, STATE OF COLORADO
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. MH FRAME AND COVER
GROUT OR PAVEMENT PARALLEL ANISHED SURFAC£
NON-SHR I NK~\ RING &: COVER-S[l TO
ADJUST TO REQUIRED GRADE WITH A ;i ______ ~~~9'~1~V MAXIMUM Of SX-2'' THICK REINFORCED
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+:------'l"iJI 1 . DIAI.<!ElER RA~.kNEK ON MANHOLES
~ I"" . MANHQES LARGER THAN 48•
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4 ---PRECAST REINFORCED CONCRETE
~ANHOlE BARREL PER ASTI.I-C·of-78
'Mll-1 STEPS
"! ~ AL L MANHOLE STEPS r ·-/~NSIDE UP TO BE HIGHER
PLASTIC COATED ~ THAN OUTSIDE UP
"' INDUSTRIES "' 4' I.D. 'f. OR EQUAL I A"
• ~ ' ~TOP OF BENCH
±24" c..; 1-HAND SHAPE AS
I . -:L---NECESSARY AROUND PIPE PENElRATION GASKET
., .1 -PIPE TO PROVIDE • PLACED IN CORE TO ACCEPT
-8 DRAINAGE----, _/.. PIPE; KOR-N-SEAl. A-LOK,
I / •• OR EQUAl ~8---n.rj"=f'.-_ .• -.. -., .-.,-.. -:~~-... -.t-:~'·1-· -_,-.. L. ·t_= .. P.. m. I ~ .i_ PRE-CAST •ANHOLE BASE AND
f t·; .' :;,. .. : ·.. , . ·.: ._ -.-f!•'·MII'{ .. • -----rnsT B"-RAEL SECTION C"-ST
J [ · • MONOLI1HIC A.SlN-C·i-7!! ~INS~;~~p:~~O 3/4•---.. 12" ·_~: ~~ .·~r:.· ·:. • :·~ ·~'·.-~ _· ."'·' ,," ~--~ <:-_. ."·.~-~~~-·." •. •-:
'MiEN REQUIRED BY } . . . . ' . ·, .. _. .. . _.
SOILS ENGINEER I -----6'-4"----••-1
STANDARD MANHOLE
NTS
WA TERSTOP GASKET""--r
STAN DAR~ 45' WYE-" ""' .... ·
-11. . ~::":·.~ >~~L ..... ~ , . ··.·· ;mil .
CONCRETE GROUT
BR ICK AND MORTAR OR CAP
UP 1/2 WAY
INVER T IN, SHOWN
ON PROFILE
I 2" MIN .-TYP .
BOTH PIPES
STANDARD 45' BEND
BEDDING MATERIAL~··~~··~~ ··· ............ •,.
CONCRETE ENCASEMENT..../ / "" "'\
TO SPRINGLINE OF PIPE ·8" .. , /:CONCRETE MANHOLE
MIN. . . BARREL SE CTION
.~ -~-
UNDISTURBED SOIL + . 1;
=·.:. :. BOTIOM SECTION MA Y ~ a· -:-:•.
BE POURED MONOLITHIC Y. .. _._. . o-, '
\'11TH MANHOLE BASE. . : .. >.> .. ;;r ;_I.
·.··. >I ...........
WATERSTOP GASKET
_,...... ~ROP INVERT SHOWN -J. / UN PROFILE
! ..... . . . . . . ,:.· ·. _· ... . ..
. . ... ~-.
NOTES·
.. ... . L · ...
• z ro-::>
. """ .
"\:..: #4 @ 1'-0";
'-STANDARD 90' 3" CLR. MIN.
BEND
1. P.V.C. (ASTM D-3034 SDR-35) PIP E AND FITTINGS
SHOWN; DETAILS SIMILAR FOR ALL OTHER TYPES 0F PIPE.
2. CONCRETE ENCASEMENT SHALL BE CLASS II, OR TYPE 111-V1BRA TED
AND POURED MONOLITHIC W1TH MANHOLE BASE MIN. 8" THICK
ALL AROUND DROP .
3. DIAMETER OF DROP PIPE SHALL NOT BE LESS THAN THE LINE DIAMETER.
4. ANY DROP OVER 4'-D" REQUIRES VERTICAL AND HORIZONTAL REIN FORCEMENT
(#4@ 1'-6" O.C.-3" CLEAR) IN ADDITlON TO THE REINFORCEMENT SHOWN .
Design ..1.8 Drown ..1.8
Checked .1.8 Checked .1.8
Date I./ARCH 24, 2tJOij
DROP MANHOLE
NTS
918 ELDORADO LANE
LOUISVILLE, COLORADO 80027
PHONE: 303.604.1634
~-------+------+---------------------------------------------------~----~------~~bNa w~ FAX: 303.604.1674
DATE BY REVISION APPV DATE ~D~---,~0.~~&~2~--~
r 2' CORPORATION STOP
2' CLASS 250 CTS
POLYErHYI.ENE/
OR 'K' COPPER
SERV1 E LINE
~==~~&mc:>--J~--.L.---------CONTINUE TO INITRNAL MEITR
f-. (. ..
BRONZE TAPPING <ann o ~-~ y
~ :<;
-fit-~-'-_:C~IOATERPR. ::
NOTE:
1) All TAPPING SADDlES, CORP STOPS, SERVlCE UNE AND HlllNGS
SHAll CONFOR~ TO THE CI1Y OF GlENWOOD SPRINGS
SPECIRCATIONS.
'K' COPPER OR CL 250 POLmlfll.ENE
ED WATER SERVICE
NTS
Civil Engineers
UTILITY CONSTRUCTION DETAILS
GLENWOOD COMMERCIAL -PHASE 2
2550 GRAND AVENUE
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET
6
OF 6 SHEETS
CUT BANK FRO M D
OF ADJA CENT M I N I-sf::i ~~M~~~
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ANO PROPERTIES TOS E~ii
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----------_,.,_ ----
--
Color Range Beg.
0.00
40.00
Slope Mop
Range End Percent Area
110209.35
J985J.I2
40.00 8 1.0
150.00 19.0
-
TOPOGRAPHY NOTE
TOPOGRAPHY FOR THIS SITE I TAKEN FROM AERIAL MAPP INGS A 2' CONTOUR INTERVAL AND ~0R~~~~~ED IW TH ADDITIONAL ~d~~D CklJN OF GLENWOOD SPRf~gS · DETAIL BY HOLSAN
~
~~~~
0 30 60 --FEET
a ··' J~§)
Civil Engineers
918 ELDORADO lANE
lOUISVILlE, COlORADO 80027
PHONL 303.604 . 1634
FAX: 303.60 4.167 4
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