HomeMy WebLinkAboutKECHTER TOWNHOMES - FDP210002 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSTTTTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEETE
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XXXXXXXXXXXPOUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
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12" RCP18"
RCP 12" PVCPROPOSED
TEE W/3-WAY
VALVING (TYP.)
PROPOSED 45°
BEND (TYP.)PR SSMH
A1-1 CONNECT TO EX
WATER MAIN TAPPING SLEEVE W/ 8"
GV (N)
PROPOSED 45°
BEND (
TYP.)RELOCATED
FIRE HYDRANT PR
SSMH
A3
PROPOSED
TRANSFORMER
PROPOSED TRANSFORMER APPROXIMATE
GAS
LOCATION APPROXIMATE
GAS LOCATION APPROXIMATE
LOCATION OF CONNECTION TO
EX GAS 4.
5' SIDEWALK4.
5' SIDEWALK4.5'
SIDEWALKPROPOSED 8"
SANITARYPROPOSED
8"
WATERPROPOSED 8" SANITARYPROPOSED
8" WATERPROPOSED 8"
WATERPROPOSED 8" WATER4.
5' SIDEWALK 6' UTILITY &
DRAINAGE EASEMENT 4.
5' SIDEWALK 4.5'
SIDEWALK4.5' SIDEWALK4.
5' SIDEWALK
30'
FL-FL
53'
R.O.
W.
30' FL-
FL 53' R.
O.W.
4.5' SIDEWALK9'
UTILITY EASEMENT 9' UTILITY EASEMENT
14' DRAINAGE EASEMENT 6' DRAINAGE
EASEMENT ECLIPSE
LANE 53' PUBLIC
ROW)QUASAR
WAY(
53' PUBLIC ROW)
SAN MH
RIM=4903.86
INV IN=4891.
42 (N)
INV OUT=4891.
22 (E)16"
ADS FL=4901.13
14' DRAINAGE
EASEMENT 7'
ACCESS
EASEMENT
4.
5'
SIDEWALKWHEELHOUSE
WAY(
53'
PUBLIC
ROW)
LOGGERS
LANE
53'
PUBLIC ROW)
CACTUS CURVE(53'
PUBLIC ROW)
9' UTILITY EASEMENT
PROPOSED WATER
METER PIT (TYP.)
APPROXIMATE
LOCATION
OF
CONNECTION
TO
EX
GAS PROPOSED
FIRE
HYDRANT #1
PROPOSED TRANSFORMER PROPOSED TRANSFORMER
PROPOSED TRANSFORMER 12"
PVCW S W W
PROPOSED TRANSFORMER PROPOSED
WATER METER PIT (TYP.)
PROPOSED WATER METER
PIT (TYP.)PROPOSED WATER
METER PIT (TYP.)
W
W
W
W
W
W
9'
UTILITY
EASEMENT
12"
RCP
12"
PVC12" PVC12"
PVCSTORM
DRAIN
LINE
A SEE
SHEET ST1 STORM
DRAIN
LINE
B SEE
SHEET
ST2 STORM DRAIN LINE G
SEE
SHEET
ST2
SANITARY LINE A-1 SEE SHEET SS1 PROPOSED LIGHT PROPOSED LIGHT PROPOSED
LIGHT PROPOSED LIGHT W W WW SheetKECHTER TOWNHOMESThese drawings areinstruments
of serviceprovided by NorthernEngineering Services, Inc.and are not to
be used forany type of constructionunless signed and sealedby a ProfessionalEngineer
in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW
SETof 35 U1 UTILITY PLAN8 NORTH IN FEET )1
inch = ft.
Feet02020 20 40 60 KEYMAP KECHTER RD (C.R. 36)QUASARWAYU1
U2 NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL
KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT
SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES
IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL BE RESPONSIBLE
FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND
WATER DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL
JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN
OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL SEWER CONSTRUCTION SHALL
BE PER SOUTH FORT COLLINS SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER
FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 5-
FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN
A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF
THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT
AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS,
AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS
TO BE IN
ACCORDANCE WITH
CITYOFFORT
COLLINSSTREETREPAIR
STANDARDS.10.ALL
MANHOLE RIM ELEVATIONS (
EXISTING & PROPOSED) ARE
TO
BE
ADJUSTED
TO 14"BELOW
FINISHED GRADE.
IF NECESSARY,
CONE SECTIONS SHALL
BE ROTATED TO
PREVENT LIDS BEING
LOCATED WITHIN VEHICLE
OR BICYCLE WHEEL
PATHS.11.ALL
INDIVIDUAL WATER
SERVICES SHALL BE
3/4". ALL
DUAL
WATER
SERVICES SHALL BE
1" BETWEEN
THE TAP
ON THE MAIN
AND THE BRANCH YOLK
IN THE METER PIT.EXISTING
LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED
WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:G T EXISTING STORM
SEWER
EXISTING TELEPHONE EXISTING
GAS EXISTING SANITARYSEWER
PROPOSED
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WWWWWWWWWWWWWWWWWWWWWWWWWW15' UTILITY EASEMENT
REC. NO. 20190009470
FL=4899.09
FL=4891.67
INLET
GRATE=4902.05
INV IN=4898.56 (N)
INV OUT=4893.62 (E)
10.5 LF 18" RCP @ 5.05%
STORM MH
RIM=4898.51
INV IN=4891.06 (NE)
INV OUT=4891.00 (W)
69.0 LF 18" RCP @ 0.88%
STORM MH
RIM=4897.11
INV IN=4889.02 (E)
INV OUT=4888.97 (S)
18" PVC
SAN MH
RIM=4896.98
INV IN=4877.84 (W)
INV OUT=4877.78 (SE)
24" PVCSAN
MH RIM=4897.
39 INV IN=4877.69 (
NW)INV IN=4877.79 (
E)INV OUT=4877.59 (
S)69.0 LF 24" PVC @ 0.
13%SAN
MH RIM=4898.
92 INV IN=4878.72 (
E)INV OUT=4878.57 (
W)402.9 LF 24" PVC @ 0.
19%18"
RCP 376.6 LF 18" RCP @ 0.
53%POUDRE R-1 SCHOOL
DISTRICT PARCEL NO.
8604000904
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W
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W CITY OF FORT
COLLINS PARCELNO.
860912890115" RCP12"
PVC15" RCP15" RCP15"
RCP PR
SANITARY SEWER CONNECTION (
TYP.)PR
WATER SERVICE CONNECTION (TYP.)
PR FIRE HYDRANT #2 PR
TEE W/
3-WAY VALVING (
TYP.)PR SSMH
A1 PROPOSED SSMH A CONNECT
TO EX SAN
MAIN)PROPOSED STORM MH CONNECT
TO EX STORM
MAIN)PR SSMH A2
PR 45°
BEND (
TYP.)
PR TRANSFORMER PROPOSED
TRANSFORMER
APPROXIMATE GAS
LOCATION
APPROXIMATE GAS
LOCATION APPROXIMATE GAS
LOCATION PROPOSED8"
WATER PROPOSED 8"
SANITARY4.5' SIDEWALK4.
5' SIDEWALK4.5' SIDEWALK
30' FL-FL
53' R.O.W.
30' FL-FL
53' R.
O.
W.4.
5' SIDEWALK9' UTILITY
EASEMENT 9'
UTILITY
EASEMENT CACTUS CURVE(
53' PUBLIC ROW)
CACTUS CURVE 53'
PUBLIC ROW)WHEELHOUSE
WAY(53'
PUBLIC ROW)14'
DRAINAGE EASEMENT 7'
ACCESS
EASEMENT
4.
5' SIDEWALK4.5' SIDEWALK4.5'
SIDEWALK 4.5'
SIDEWALK 9' UTILITY
EASEMENT POND
1 9' UTILITY
EASEMENT 9' UTILITY EASEMENT RAIN
GARDEN A KECHTER ROAD (C.
R.
36)70'
PUBLIC
ROW)
9'
UTILITY
EASEMENT
PROPOSED
WATER
METER
PIT (
TYP.)CONNECT TO
EX
WATER MAIN
W/ TAPPING SLEEVE
AND VALVE
RAIN GARDEN B
PROPOSED TRANSFORMER
PROPOSED TRANSFORMER PROPOSED
TRANSFORMER 12" PVC12" PVCW
W W
S 9'
UTILITY EASEMENT PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER METER PIT (
TYP.)CURB INLET
12" RC P 18"
R C P
12" PVC12" PVC12" RCPSIDEWALK
CHASE SIDEWALK CHASE
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM
DRAIN
LINE
F
SEE
SHEET
ST3
SANTARY
LINE
A-
2 SEE
SHEET
SS2
SANITARY
LINE
A-
1 SEE
SHEET
SS1
STORM
DRAIN LINE
B SEE SHEET
ST2
PROPOSED
LIGHT PROPOSED
LIGHT
PROPOSED LIGHT PROPOSED LIGHT PROPOSED
LIGHT
CURB
INLET
IRRIGATION SERVICE W W SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering
Services, Inc.and are not to be used forany type
of constructionunless signed and sealedby a ProfessionalEngineer in the employ
ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35 U2 UTILITY PLAN9
NORTH IN FEET )1 inch = ft.Feet02020 20 40
60 KEYMAP KECHTER RD (C.R. 36)QUASARWAYU1 U2
NOTES:1.
THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND
UTILITIES IN THE AREA
OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE
PER FORT COLLINS -
LOVELAND WATER DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS
UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH
FORT COLLINS SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.4.ALL WATER FITTINGS AND VALVES
ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.ALL
WATERLINES SHALL HAVE A 5-FT
MINIMUM AND 6-FT MAXIMUM WATER LINE COVER FROM FINISHED GRADE TO TOP
OF PIPE.6.UTILITY SERVICES ARE SHOWN IN
A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN
10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS,
WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES,
EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE
TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.10.
ALL
MANHOLE RIM ELEVATIONS (
EXISTING & PROPOSED)
ARETOBE
ADJUSTEDTO14"
BELOW FINISHED GRADE.
IF NECESSARY, CONE
SECTIONS SHALL BE
ROTATED
TO
PREVENT
LIDS BEING LOCATED
WITHIN VEHICLE
OR BICYCLE
WHEEL PATHS.11.
ALL INDIVIDUAL WATER
SERVICES SHALL BE
3/4". ALL
DUAL WATER SERVICES
SHALL BE 1"
BETWEEN THE
TAP ON THE
MAIN AND THE
BRANCH
YOLK
IN THE METER
PIT.EXISTING
LOT LINE
EASEMENT LINE SPROPOSED
SEWER SERVICE WPROPOSED WATER
SERVICE EXISTING WATER MAIN PROPOSED
WATER MAIN PROPOSED STORM SEWER LEGEND:G T
EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING
SANITARY SEWER PROPOSED
STORM INLET PROPOSED CURB & GUTTER
PROPOSED
SANITARY SEWER PROPOSED
FIRE HYDRANT EXISTINGFIRE
HYDRANT
TTT
TG
G
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G
G
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EEEEGGGGGGG G WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWW181.68 LF 8" PVC @
2.70%335.93 LF 8" PVC @
1.50%
SSMH A STA 10+
00.00 N:
102553.08 E:
213403.65
SSMH A1 STA 11+
81.68 N:
102734.69 E:
213398.76 SSMH
A1-1 STA 15+
17.61 N:
103070.50 E:
213389.71
SSMH A3 STA 15+
11.21 N:
103078.09 E:
213561.84 338.89 LF 8" PVC @
1.00%
SSMH A2 STA 11+
72.33 N:
102739.33 E:
213571.02
LOGGERS LANECACTUS
CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (
C.R.
36)(70' PUBLIC ROW)
PARCEL W WILLOW
BROOK PARCEL R WILLOW
BROOK STORM DRAIN
LINE A SEE SHEET
ST1 STORMDRAIN
LINE B SEE SHEET
ST2 STORM DRAIN
LINE C SEE SHEET
ST3 STORM DRAIN
LINE D SEE SHEET
ST3 STORMDRAIN
LINE
ESEESHEET
ST3 STORM DRAIN LINE
F SEESHEET
ST3 30'FL-FL53'
ROW STORM DRAIN
LINE G SEE
SHEET ST2 SANTARY
LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9
UTILITYEASEMENT9
UTILITY EASEMENT 9
UTILITY EASEMENT 14
DRAINAGE
EASEMENT 30'
FL-FL53'
ROW
15
UTILITY
EASEMENT REC.
NO. 20190009470 172.
33 LF
8" PVC @
1.00%
RAIN GARDEN B
POND 1 RAIN GARDEN
A
APPROXIMATE
LIMITS
OF
ASPHALT
PATCH
CLEANOUT
AT
BEND
IN
SAN
SVC (
TYP.)
CLEANOUT
AT
BEND
IN
SAN
SVC (
TYP.)
487048754880488548904895490049054910
4915 4870 4875 4880 488548904895 4900 4905 49104915
9+5010+0011+0012+0013+0014+0015+0016+00
SSMH A(DROP MH)
STA 10+00.
00RIM 4897.7±
INV. IN
4886.71 (
N)INV.
IN 4877.97 (E)
INV. IN 4878.
96 (N)INV. OUT
4877.96 (W)SSMH
A1STA 11+
81.68RIM 4898.6±
INV. IN
4891.81 (N)INV.
IN 4891.
81 (E)INV. OUT
4891.61 (
S)SSMH A1-1STA
15+
17.61RIM 4902.6±
INV.
OUT 4896.
85 (S)181.68 LF 8 P
V C @ 2
7 0
335.
93 LF
8"
PVC
@ 1 5 0 STA.=10+80.39
INV.= 4891.88 15" RCP STORM 4897.344897.
354897.574897.884898.
204898.514898.824899.134899.444899.
754900.
074900.384900.694901.
004901.314901.634901.944902.
254902.
55PROPOSED
GROUND EXISTING GROUND 18" MIN.
STA.=
10+12.
89 INV.= 4889.
61
EX
18" RCP
STORM STA.=
10+22.30
EX CABLE STA.=
10+27.82
EX CABLE STA.=
13+
33.
32 PR ELECTRIC STA.=13+35.32 PR ELECTRIC STA.=15+40.
21 DESCRIPTION STA.=15+54.90 DESCRIPTION DROP MH DROP
INVERT IN = CENTERLINE OF INVERT OUT PROPOSED GROUND EXISTING GROUND
18" MIN.SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services,
Inc.and are not to be used forany type
of constructionunless signed and sealedby a ProfessionalEngineer in the
employ ofNorthern
EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35 SS1 PLAN & PROFILESANITARY
LINE
A10 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR
THE MARKING OF UNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OF
COLORADO Know what'sbelow.before you
dig.Call R KEYMAP KECHTER RD (C.R. 36)QUASARWAYNORTH IN FEET )
1 inch = ft.Feet03030 30 60 90 SS1/SS2/SS3PROFILE SCALE:
SANITARY LINE A1 EXISTING WATER MAIN PROPOSED
WATER MAIN PROPOSED STORM SEWER LEGEND:NOTES:1.THE SIZE, TYPE
AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE
WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE
RESPONSIBLE FOR ALL
UNKNOWNUNDERGROUNDUTILITIES.
2.ALL SANITARY CONSTRUCTION
SHALL BE (LOCAL ENGINEERING
STANDARD), LATEST EDITION.
3.MANHOLE RIM
ELEVATIONS ARE TO
BE ADJUSTED TO
14" BELOW FINISHED
GRADE. IF
NECESSARY, CONE SECTIONS SHALL
BE
ROTATED TO
PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.4.UTILITY SERVICES
ARE SHOWN IN
TTT
TG
G
GGG
G
G
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GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET
ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
GGGG
GGGGGGGC/
OC/
OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T
TTEEEE E
EEEEGGGGGGG G WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWW181.68 LF 8" PVC @
2.70%335.93 LF 8" PVC @
1.50%
SSMH A STA 10+
00.00 N:
102553.08 E:
213403.65
SSMH A1 STA 11+
81.68 N:
102734.69 E:
213398.76 SSMH
A1-1 STA 15+
17.61 N:
103070.50 E:
213389.71
SSMH A3 STA 15+
11.21 N:
103078.09 E:
213561.84 338.89 LF 8" PVC @
1.00%
SSMH A2 STA 11+
72.33 N:
102739.33 E:
213571.02
LOGGERS LANECACTUS
CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (
C.R.
36)(70' PUBLIC ROW)
PARCEL W WILLOW
BROOK PARCEL R WILLOW
BROOK STORM DRAIN
LINE A SEE SHEET
ST1 STORMDRAIN
LINE B SEE SHEET
ST2 STORM DRAIN
LINE C SEE SHEET
ST3 STORM DRAIN
LINE D SEE SHEET
ST3 STORMDRAIN
LINE
ESEESHEET
ST3 STORM DRAIN LINE
F SEESHEET
ST3 30'FL-FL53'
ROW STORM DRAIN
LINE G SEE
SHEET ST2 SANTARY
LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9
UTILITYEASEMENT9
UTILITY EASEMENT 9
UTILITY EASEMENT 14
DRAINAGE
EASEMENT 30'
FL-FL53'
ROW
15
UTILITY
EASEMENT REC.
NO. 20190009470 172.
33 LF
8" PVC @
1.00%
RAIN GARDEN B
POND 1 RAIN GARDEN
A
APPROXIMATE
LIMITS
OF
ASPHALT
PATCH
CLEANOUT
AT
BEND
IN
SAN
SVC (
TYP.)
CLEANOUT
AT
BEND
IN
SAN
SVC (
TYP.)
487048754880488548904895490049054910
4915 4870 4875 4880
4885 4890 4895
4900 4905 4910
4915 9+5010+0011+0012+0013+0014+0015+
0016+00
SSMH A1STA
11+81.
68RIM 4898.6±INV.
IN 4891.
81 (N)INV. IN
4891.81 (
E)INV.
OUT 4891.61 (S)
STA.=10+86.20
INV.= 4895.15 15" RCP
STORM 172.
33 LF 8" PVC @ 1.00%4898.
594898.
364898.584898.
814899.
034899.
254899.424899.434899.754899.984900.194900.404900.624900.
834901.054901.264901.484901.694901.914902.124902.23PROPOSED
GROUND EXISTING GROUND
18" MIN.8" WATERSTA.=10+
10.
00TOP=4890.35STA.=
13+23.94PR
ELECTRIC
STA.=
13+25.94 PR ELECTRIC
6"
WATER (FH
SERVICE)STA.=14+
82.
90TOP=
4895.3018"
MIN.PROPOSED
GROUND EXISTING GROUND STA.=
11+45.15
EX TELEPHONE (TO
BE REMOVED)18"
MIN.
SSMH
A2STA 11+72.33RIM 4899.4±INV. IN 4893.74 (N)INV.
OUT 4893.54 (W)SSMH A3STA 15+11.21RIM 4902.
2±INV. OUT 4897.13 (S)338.89 LF 8"
PVC @ 1.00%SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by
NorthernEngineering Services, Inc.and are not to be used
forany type of constructionunless signed and sealedby a ProfessionalEngineer
in the
employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35 SS2
PLAN &
PROFILESANITARY LINE A11 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR
EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION
CENTER OF COLORADO Know what'sbelow.
before you dig.Call R KEYMAP KECHTER RD (C.R. 36)QUASARWAYNORTH
IN FEET )1 inch = ft.Feet03030 30 60 90 SS1/SS2/
SS3PROFILE SCALE:SANITARY LINE A-2 EXISTING
WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND:NOTES:1.
THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES
AND SHALL BE
RESPONSIBLEFORALL
UNKNOWN UNDERGROUND UTILITIES.2.
ALL SANITARY CONSTRUCTION SHALL
BE (LOCAL ENGINEERING
STANDARD), LATEST EDITION.
3.MANHOLE RIM
ELEVATIONS ARE TO
BE ADJUSTED TO
14" BELOW
FINISHED GRADE. IF NECESSARY,
CONE
SECTIONS SHALL
BE ROTATED TO PREVENT
LIDS BEING LOCATED WITHIN
VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES
TTT
TG
G
GGG
G
G
G G G G G G G G G G
GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET
ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
GGGG
GGGGGGGC/
OC/
OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T
TTEEEE E
EEEEGGGGGGG G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWWLOGGERS LANECACTUS
CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (
C.R.
36)(70' PUBLIC ROW)
PARCEL W WILLOW
BROOK PARCEL R WILLOW
BROOK STORMDRAIN
LINE A SEE SHEET
ST1 STORMDRAIN
LINE B SEE SHEET
ST2 STORM DRAIN
LINE C SEE SHEET
ST3 STORM DRAIN
LINE D SEE SHEET
ST3 STORMDRAIN
LINE E SEE SHEET
ST3 STORMDRAIN
LINE F SEE SHEET
ST3 STORMDRAIN
LINE G SEE
SHEET ST2 SANTARY
LINE A-
2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9
UTILITY EASEMENT
14 DRAINAGE
EASEMENT
15
UTILITY
EASEMENT REC. NO. 20190009470
RAIN GARDEN B POND
1 RAIN
GARDEN A PR
FIRE HYDRANT #1
PR FIRE
HYDRANT #2
APPROXIMATE LIMITS OF ASPAHLT
PATCH CONNECT
TO EX
WATER MAIN
TAPPING SLEEVE
W/
8" GV (N)
CONTRACTOR TO POTHOLE
TO VERIFY DEPTH
PRIOR TO CONSTRUCTION)
N:102531.
75 E:213414.22 RELOCATED EX
FH CONNECT TO
EX WATER MAIN TAPPING
SLEEVE W/
8" GV (N)
CONTRACTOR TO POTHOLE
TO VERIFY DEPTH PRIOR
TO CONSTRUCTION)N:103203.92
E:213443.72
STA. 15+43.
46 45.00° BEND
w/ TB N:103073.00
E:213404.65
STA. 20+09.
69 45.00° BEND
w/ TB N:102748.92
E:213555.75
STA. 15+78.
60 8"x8"
TEE w/ TB 3-
8" GVs N:103071.
90 E:213439.76 STA.
11+60.75
8"x6" SWIVEL
TEE w/ TB & 6"
GV (E)N:102692.44
E:213409.91
STA. 12+13.
28 8"x8"
TEE w/ TB 3-8"
GVs N:102744.96
E:213408.49 6.87
LF 8" PVCN45°05'32"E 160.
75 LF 8" PVC
N01°32'18"W52.54
LF 8" PVC N01°
32'39"W35.13
LF 8" PVCS88°12'
34"E7.07 LF 8"
PVC S43°27'
08"W 147.
31 LF 8" PVCS88°
27'27"WSTA. 17+11.
76 8"x6"
SWIVEL TEE w/
TB & 6" GV (W)N:
103044.81 E:213552.
73 STA. 16+93.
49 45.00°
BEND w/
TB N:103063.07
E:213552.24 7.51
LF 8" PVC
S43°12'34"
E SANITARY LINE A-
1 SEE SHEET SS1 IRRIGATION
SERVICE STA. 17+
35.52 8"
x4" TEE w/ TB
N:103021.07 E:213553.
38 STA. 17+
40.52 8"
x4" TEE w/ TB
N:103016.07 E:213553.
51 STA. 18+
77.80 8"
x4" TEE w/ TB
N:102878.84 E:213557.
23 STA. 19+
03.87 8"
x4" TEE w/ TB
N:102852.77 E:
213557.94 STA. 16+47.
51 8"x6"
TEE w/ TB
N:103069.75 E:
213508.64 STA. 11+48.
07 8"x6"
SWIVEL TEE w/
TB & 6" GV (W)N:
103199.92 E:213443.
61 STA. 10+87.84
8"x4" TEE w/
TB N:103139.72 E:
213441.81 60.23
LF 8" PVC N01°42'
19"E 87.84
LF 8" PVC N01°43'
41"E 68.91
LF 8" PVCS88°12'34"
E38.48 LF 8"
PVCS88°12'34"E18.27
LF 8" PVC S01°
33'11"E 23.75
LF 8" PVC S01°
33'11"E 5.00
LF 8" PVC S01°
33'11"E 137.28
LF 8" PVC S01°
33'11"E 26.07
LF 8" PVC S01°
33'11"E 98.75
LF 8" PVC S01°
33'11"E 97.09
LF 8" PVC N01°
32'33"W 16.
86 LF 8" PVC N01°
32'33"W
141.10LF8" PVC N01°
32'33"W 12.75
LF 8" PVC
N01°32'33"
W 47.99 LF
8" PVC N01°32'33"
W STA. 20+
02.62 45.
00° BEND w/ TB N:
102754.06 E:213560.
61STA. 16+85.98
45.00° BEND w/ TB
N:103068.55
E:213547.10
STA. 15+36.59
45.00° BEND w/ TB
N:103068.15
E:213399.78
7.51 LF 8"
PVC N01°36'57"W
STA. 12+20.
79 8"x4"
TEE w/ TB N:
102752.46 E:213408.28
STA. 13+17.
88 8"x4"
TEE w/ TB N:
102849.52 E:213405.67
STA. 13+34.
74 8"x4"
TEE
w/
TB
N:
102866.
37
E:
213405.
21
STA.
14+
88.
60
8"
x4"
TEE
w/
TB
N:
103020.
17E:213401.07STA. 14+75.858"
x4" TEE w/ TB
N:103007.43
E:213401.42 4870
4875 4880 4885 4890
48954900490549104915
4870 4875
4880 4885 4890 4895
4900 4905
4910 4915 9+5010+
0011+0012+0013+
0014+0015+0016+00
STA.=10+34.18
INV.= 4889.
66 EX 18" RCP
STORM STA.=10+
43.31 EX CABLESTA.=
10+48.
20 EX CABLE STA.=
10+53.
10 EX ELECTRIC STA.=
11+01.
99 INV.= 4891.83
PR15"
RCP STORM STA.=
11+69.78
PR GAS STA.=
12+03.28
INV.= 4891.92 PR
8" PVC SANITARY
EXISTING GROUND 4897.114897.
174897.414897.734898.054898.
354898.654898.
974899.294899.
604899.914900.
224900.534900.
844901.
164901.
474901.784902.094902.474902.774902.884902.88STA.=13+
54.93 PR ELECTRIC STA.=13+56.93
PR ELECTRIC PROPOSED
GROUND EXISTING GROUND PROPOSED GROUNDSTA.
15+
43.4645° BEND
w/ TBT.O.P.=
4897.
25STA.
15+78.
608"X8" TEE
w/
TB &
3-8"
GVsT.O.
P.=
4897.43STA.
11+60.
75FH ASSEMBLY8"
X6"
SWIVEL TEE
w/
TB & 6" GV (E)T.
O.
P.=4889.94STA. 12+13.288"X8" TEE w/ TB & 3-8"
GVsT.O.P.=4889.94STA. 12+20.798"X4" SWIVEL
TEE W/ 4" GV (W)T.O.P.=4890.36STA.
13+17.888"X4" TEE W/ 4" GV (E)T.O.
P.=4894.22STA. 13+34.748"X4" TEE W/
4" GV (W)T.O.P.=4894.46STA. 14+
75.858"
X4" TEE W/ 4" GV (W)T.O.P.=4896.46STA.
14+88.608"X4" TEE W/ 4" GV (E)T.
O.P.=4896.65STA. 15+36.5945° BEND W/ TBT.O.
P.=4897.19184.5'
DEF.STA. 14+90.70T.O.P.=4896.68(@ 0.
1°)71.0' DEF.STA. 12+42.05T.O.
P.=4893.65STA. 13+13.04T.O.P.=4894.15(@ 0.
2°)STA. 10+
00.0CONNECT TO EX WATER MAINTAPPING SLEEVE W/ 8" GV(CONTRACTOR TO POTHOLE PRIOR TOCONSTRUCTION
TO VERIFY DEPTH)T.O.P.=4891.85STA.
10+51.245.00° BENDT.O.P.=4889.94STA. 12+18.711.
25° BENDT.O.P.=4889.94STA. 12+37.311.25° BENDT.
O.P.=4893.65STA. 10+49.245.
00° BENDT.O.P.=4887.96STA. 10+15.345.00° BENDT.
O.P.=4891.85STA. 10+19.
245.00° BENDT.O.P.=4887.96STA.=10+21.17 INV.= 4877.99
EX 24" PVC SANITARY 18" MIN.18" MIN.
18" MIN.8" PVC 8" PVC 8" PVC WT1 PLAN & PROFILEWATER LINE15 CALL 2
BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OF COLORADO Know
what'sbelow.before you dig.Call R NORTH IN FEET )1 inch = ft.
Feet03030 30 60 90 WT1/WT2/WT3PROFILE SCALE:LINE MATCH STA
16+00 WATER LINE STAMATCH LINESEE SHEET16+00WT2SheetKECHTER TOWNHOMESThese drawings
areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used
forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT
FOR
CONSTRUCTIONREVIEW SETof 35
KEYMAP KECHTER
RD (C.R.
36)QUASARWAYNOTES:1.
THE SIZE, TYPE
AND LOCATION OF
ALL KNOWN UNDERGROUND
UTILITIES
ARE
APPROXIMATE
WHEN SHOWN ON
THESE DRAWINGS.
IT SHALL
BE THE RESPONSIBILITY
OF THE CONTRACTOR
TO VERIFY THE
EXISTENCE OF ALL
UNDERGROUND UTILITIES IN
THE AREA OF
THE WORK.
BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR
SHALL
BE
RESPONSIBLE FOR LOCATING
ALL UNDERGROUND
UTILITIES AND
SHALL BE RESPONSIBLE
FOR ALL UNKNOWN UNDERGROUND