HomeMy WebLinkAboutCorners at Wheat Ridge - Lot 4 Apartment Site Planam
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& UTILITY
EASEMENT
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--5465.00 FFE=5463000 j
RIDGECORNERS AT WHEAT - L T 4 APARTMENTS
AN OFFICIAL SITE L
PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE. 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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7-1
PROPERTY LINE _ --- _ - - /_ -
1 N89°40'35"E 496.03' C,1 6' ATTACH,D 26' ACCESS & L/ \ 4 F
SIDEWALK iLl
! - 13 ` y Y r-74- it 2 \2/-1 17/l EASEMENT = I ('(�
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18'
�°— PARKING GARAGE
FFE = 5462.75
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7 6' 7
(- LANDSCAPE
AREA
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17 LS 4
- -
17 PROPERTY LINE 2 717)
\ EXISTING
S'DETACHED 16FULL
SIDEWALK 35TH AVENUE MOVEMENT
PUBLIC R.O.W. e WIDTH VARIESEXISTING
'1000'
CROSS PAN
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PROPOSED CURB AND GUTTER
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CONCRETE SIDEWALK
PROPOSED HANDICAP PARKING STALL
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O3 PROPOSED PARKING COUNT PER
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PROPOSED FIRE HYDRANT
30 15 0 30
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PROPOSED TREE GRATE
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«-E] PROPOSED SITE LIGHTING
KEY NOTES
* REFER TO CIVIL CONSTRUCTION PLANS FOR FINAL DESIGN OF STREETS,
CURB,
GUTTER, RAMPS, ETC.
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INSTALL 6-INCHVERTICAL CURB AND GUTTER.
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CONSTRUCT CONCRETE SIDEWALK, WIDTH PER PLAN.
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I NSTALL ASPHALT PAVING. RE: GEOTECHNICAL REPORT PREPARED BY CTL THOMPSON
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SEPTEMBER 16, 2014.
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COI''95TRUCTCONCRETESIDEWALK CURB RAMP,
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INSTALL NIGHT POLE AND BASE.
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MATCH EXISTING CURB, GUTTER & SIDEWALK. DOWELL USING #4 REBAR @ 12" O.C.
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(MIN 3 BARS;.
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INSTALL ACCESSIBLE PARKING SIGN.
80
PAINTACCESSIBLE SYMBOL AND STRIPING.
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INSTALL STOP SIGN.
1C
PAINT PARKING PAVEMENT STRIPING ATDIMENSIONS SHOWN. (4"SOLID WHITE)
11
INSTALL FIRE LANE SIGN.
12
PAINT CROSSWALK STRIPING.
13
PAINT STOP BAR.
14
PROPOSED BIKE RACK.
15
PROPOSEDTRASH ENCLOSURE.
16
EXISTING CURB AND GUTTERTO REMAIN.
17
PROPOSED SCREEN WALL. RE: ARCH ITECTURAL PLANS.
----
—
18
I NSTALL CU RB RAMP.
19
PROPOSED ACCENT PAVING IINPLAZA AREA.
2C
MONUMENTSIGN.
20, 21
PROPOSED RETAINING WALL.
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STANDING SrAM M5TAL TALK HING
179, AC CONDENSER, TYPICAL.
150. 12" KNEEWALL, 42" HEIGHT, FOR MOUNTING
ELECTRICALIMECHANICAL EQUIPMENT. RUN ROOFING UP SIDES
AND PROVIDE ALUMINUM CAP,
472. AURA VENTILATOR INTAKE VENT ON 12" COLLAR. SIZE AS
CALLED OUT ON DRA\NINCS.
473, AURA VENTILATOR ROOF VENT ON 12" COLLAR, SIZE AS CALLED
OUT ON DRAVVINGS.
643. 6x12 OVERFLOW SCUPPER THROUGH PARAPET. PROVIDE LAMBS
TONGUE. MOUNT BOTTOM 4" ABOVE MAIN ROOF DRAIN
ELEVATIONS.
BUILDING EIND
INDICATES WOOD FRAMED WALLS
INDICATES METAL STIED FRAMED WALLS
INDICATES CMU WALLS
INDICATES CONCRETE WALLS
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INDICATES 2—HR FIREWALL
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s
INDICATES ATTIC DRAFTSTOR
UNITS TO BE HA114DICAP ADAPTABLE PER
H ICC/ANSI A117.1-2009 TYPE 'A' STANDARDS
AS SHOWN ON SHEETS A7—AS.
7Nc0TE- ALL UNITS TO SE ADAPTABLE TO ANSI
TYPE '81 AND FAIR HOUSING DESIGN
GUIDELINES, EXCEI�T1NITS UNITS)
DE ADAPTABLE TO ]CC/ANSI A117.1-2009 TYPE
'A' STANDARDS. RE BUILDING PLANS FOR
IL&C'KFIONS ;
AND S"I IEEFS A7 A 'a=`R `DF`AIL:SI.
�'Ttnrf
At Wheat Ridge Corners
JPL
LLC
Parker Associates Tulsa, LLC 353 MARSHALL AVE, SUITE !
2202 E. 49th Street, Suite 200 ST LOUIS, MISSOURI 63119
Tulsa, Oklahoma 74145
918-742-2485
Steven Ray Lui€ — Architect sof Record
Colorado License #AR98647
r JOB NUMBER: 217015
DRAWN BY: JEP,SL,BH.AT,HA
DATE: 11/30/17
yo
12/21/1.7
2/16/18
if o
b
A
- fir n A F3 8 6 4 7
BUILDING PLAN
ROOF PLAN
SNUMBERHEET 40)F
r:f OF
KEYNOTES
114, METAL STUD FRAMED WALL WHERE SHOWN ON PLAN. RE: WALL
SCHEDULES.
GARAGE PARKING:
ISI
LVL
67
REG.
9
COMPACT
2
HC
2 N D
LVL
74
REG
7
COMPACT
3
HC
-7RD
LI
V
74
REG
7
C 0 M PAI% -J
3
HC
4TH
LVL
74
R IL-- G
7
COMPACT
3
HC
5TH
LVL
4 7
REG
8
COMPACT
R E,G -
3
COMPACT
11
H C
TOTAL
385
S P A(-�, E S
Parker Assochates Tulsa, LLC
2202 E. 49th Street, Suite 200
Tulsa, Oklahoma 74105
918-742-2465
Steven Ray Lull — Architect of Record
Colorado License #AR98$47
LULL
r- A RZ 986417
A
DEVELOPMENT,
LLC
.353 MARSHALL AVE, SUITE I
ST. LOUIS, MISSOURI 63119
JOBNUMBER: 217015
DRAWN BY: JEPSL,BH,AT,HA
DATE: 11/3.0/17
12/21/17
2/16/18
GARAGE
FIFTH FLOOR PIAN
SHEET
NUMBER u
OF
ow
GENERAL NOTES
WE HAVE PROVIDED A PARTIAL SUMMARY OF THE SPECIFICATIONS ON THIS
PLAN, DEFER TO THE FOLLOWING FOR COMPLETE SPECIFICATIONS:
SECTION 32 8423: IRRIGATION SYSTEM
SECTION 32 9300: PLANTS
SECTION 32 9223: SODDING
CALL 811 FOR INFORMATION ON THE LOCATION OF ALL UNDERGROUND
UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE
UTILITIES (BOTH OVERHEAD AND BURIED) WHICH MAY OCCUR DUE TO HIS
ACTION OR LACK OF ACTION ON THE PROJECT SITE DURING LANDSCAPE
INSTALLATION. CONTRACTOR SHALL SEEK THE ASSISTANCE OF LOCAL
UTILITIES AND THE OWNER IN LOCATING THE UTILITIES PRIOR TO PERFORMING
TRENCHING OPERATIONS IN ANY AREA,
PLANT QUANTITIES ARE SHOWN FOR CONVENIENCE. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO INSTALL ALL PLANT MATERIALS SHOWN ON
THE DRAWINGS.
PLANT TREES TWO (2) lNCHES ABOVE FINISHED GRADE. CUT TWINE FROM
AROUND THE TRUNK AND COMPLETELY REMOVE THE TOP HALF OF THE WIRE
BASKET AND BURLAP FROM THE ROOTBALL. CAREFULLY REMOVE ANY EXCESS
SOIL ON TOP OF ROOTBALL TO EXPOSE T HE ROOT FLAKES.
PLANT SHRUBS ONE (1) INCH ABOVE FINISHED GRADE.
ALL BEDS SHALL HAVE DEWITTS PRO 5 WEED BARRIER FABRIC INSTALLED
PRIOR TO PLACING ROCK MULCH.
ALL PLANTING BEDS (AREAS SHOWN FOR PLANTING OTHER THAN TURF) SHALL
RECEIVE A 10" DEEP PLANTING SOIL MIXTURE. THE SOIL MIXTURE SHALL
CONSIST OF A 3" LAYER OF GEM DIRT - GARDEN MIX AND 7" LAYER OF EXISTING
SOIL, MIXED EVENLY. LOOSEN THE EXISTING SOIL ON THE BOTTOM AND SIDES
OF PLANTING BEDS. INCORPORATE ROOTS TRANSPLANT 1 -STEL TO ALL
PLANTING BEDS. .APPLY TRANSPLANT 1 -STEP AT A RATE OF 5 POUNDS PER 100
SQUARE FEET, INCORPORATE THE PRODUCT INTO THE TOP 3"-4" OF TOPSOIL.
EACH TREE (NOT LOCATED IN A PLANTING BED) SHALL RECEIVE THREE (3)
CUBIC FEET OF BACK TO NATURE COMPOST MIXED EVENLY WITH THE EXISTING
SOIL. APPLY ROOTS TRANSPLANT 1 --STEP ATA RATE OF FOUR (4) OUNCES PER
CALIPER INCH. INCORPORATE TRANSPLANT 1 -STEP lNTO THE TOP 3"4" OF SOIL
BACKFILL.
MULCH
FOR SHRUB PLANTING BEDS AND TREE WELLS, INSTALL WOOD MULCH TO A
MINIMUM DEPTH OF 3"°. PLACE DEWITTS PRO 5 WEED BARRIER FABRIC IN ALL
PLANTING BEDS UNDER THE MULCH, USE 6" STAPLES ALONG EDGE AS
SPECIFIED. TOP OF MULCH LAYER SHALL BE PLACED 1" BELOW TOP OF CURBS,
SIDEWALKS, AND STEEL BED EDGING.
BOULDERS SHALL BE SIZED AS CALLED OUT ON THE PLANT MATERIAL
SCHEDULE, PROVIDE CHARACTER ON ALL EXPOSED SURFACES. INSTALL
BOULDERS 1/3:t INTO THE SOIL FACE THEM TOWARD DOMINATE VIEW. WHEN
SHOWN AS AN OUTCROPPING, TIE THEM INTO THE SLOPE OF THE GROUND.
BOULDERS TO BE PROVIDED BY DREAMSCAPES LANDSCAPES CENTER OR
APPROVED EQUAL.
llml
SOD AREAS WITHIN THE PROPERTY LINES AND OR CURB LINES AS INDICATED
ON THE PLANS WITH "COLORADO BLUE" SOLID SLAB SOD AS INDICATED IN
SPECIFICATIONS. WATER AND ROLL. IN ACCORDANCE WITH STANDARD
NURSERY PRACTICE.
APPLY FERTILIZER ACCORDING TO TIME OF INSTALLATION.
MAY 1 - AUGUST 31 APPLY A 16-8-8 FERTILIZER AT A RATE OF SIX (6) POUNDS
PER 1,000 SQUARE FEET TO ALL LAWN AREAS.
SEPTEMBER 1 - APRIL 30 APPLY 10-20-10 FERTILIZER AT A RATE OF FIVE (5)
POUNDS PER 1,000 SQUARE FEET OF LAWN AREA. FERTILIZER SHALL BE
APPLIED PRIOR TO SODDING.
tir-f%mruw
ALL. LANDSCAPE AREAS CONTAINING PLANTING WILL BE WATERED BY A FULLY
AUTOMATIC IRRIGATION SYSTEM. REFER TO IRRIGATION DRAWINGS FOR
DESIGN AND SPECIFICATIONS. COORDINATE LANDSCAPE INSTALLATION WITH
IRRIGATION INSTALLATION.
GRADING
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AND OUT OF PLANTING
BEDS. GRADING SHALL BE PERFORMED TO PREVENT PONDING IN LAWN AREAS. - EXISTING SOIL OR
SPACING AS SHOWN ON PLANS ADDED TOPSOIL
TREES
QTY
BOTANICAL NAME / COMMON NAME
CONT
CAL
SIVE COMMENTS
ABM
11
Acer freernanii 'Autumn Blaze'/ Autumn Blaze Maple
B&B
2.5" CAL
10'-12' HT:; 4'-5' SPD.
FGJM
1
Acer paimatum ' Fireglow` / Fireglow Japanese Maple
B&B
2.5" CAL
10'-12` HT.; 4'-5' SPD.
SKH
4
Gleditsia triacanthos 'Skyline'/ Skyline Honey Locust
B&B
2.5" CAL
10`-12' HT., 4'-5' SPD.
T JUN
6
Juniperus virginiana 'Taylor'/ Taylor Eastern Redcedar
B&B
7'-8' HT., 2'-3' SPD.
NS
2
Picea abies 'Acrocona' 1 Norway Spruce
B&B
3" CAL
'12'-14' HT.; 4'-5` SPD. FULL
CFP
9
Prunus cerasifera 'Cripolzam' 1 Crimson Pointe Flowering Plum
B&B
2.5" CAL
8'-10' HT.; 3'-4' SPD.
NFP
1
Prunus cerasifera 'Newport'/ Newport Flowering Plum
B&B
2,5" CAL
8'-10' HT.; 3'-4' SPD.
HOAK
3
Quercus robur x macrocarpa 'Clemons' TM / Heritage Oak
B&B
2,5" CAL
10'-12' HT.; 4'-5' SPD.
TECH
5
Thuja occidentalis 'Techny' / Techny Arborvitae
B&B
7'-8' HT.; 2'-3' SPD.
RAL
4
Tilia americana 'Redmond'/ Redmond American Linden
B&B
2.5" CAL
10'-12' HT.; 4'-5' SPD.
TELM
9
Ulmus x Triumph'/ Triumph Elm
B&B
2.5" CAL
10'-12' HT.; 3'-4' SPD.
SHRUBS
QTY"
BOTANICAL NAME 1 COMMON NAME
COLT
O.C.
CPB
54
Berberis thunbergii 'Crimson Pygmy' / Crimson Pygmy Barberry
5 GAL
24" O.C.
GVB
151
Buxus 'Green Velvet' / Green Velvet Boxwood
5 GAL
30" O.C.
KFG
40
Calamagrostis x acutiflora 'Karl Foerster' / Marl Foerster Grass
3 GAL
24" O.C.
KDW
78
Cornus sericea 'Kelseyi' J Kelseyi Dogwood
5 GAL
30"OC.
CBB
32
Euonyrnus alatus `Compactus' i Compact Burning Bush
5 GAL
42" O.C.
BBS
64
Festuca glauca 'Boulder Blue' i Boulder Blue Fescue
1 GAL
S.A.S.
BAG
55
k-lelictotrichon sempervirens 'Blue Oats' /Blue Avera Grass
3 GAL
S.A.S.
SDAY
92
Hemercalis 'Stella de Oro' / Stella de Oro Daylily
B&B
S.A.S.
BCJ
32
Juniperus horizontalis `Blue Chip' / Blue Chip Juniper
3 GAL
S.A.S.
CPJ
48
Juniperus x media `Pfltzerana Compacta' / Compact Pfitzer Juniper
5 GAL
42" O.C.
LDP
6
Ligustrum vulgare 'Loderse' / Lodense Privet
5 GAL
S.A.S.
MiSC
54
Miscanthus sinensis 'Adagio'/ Adagio Grass
B&B
S.A.S.
IRS
16
Perovskia atnplicifolia / Russian Sage
3 GAL
30" O.C.
JMP
21
Potentilla fruticosa 'Jackmadi' i Jackman's Potentilla
5 GAL
36" O.C.
BLB
16
Schizachyriurn scoparium 'Blaze'/ Blaze Little Bluestein
5 GAL
S.A.S.
GMS
23
Spiraea x bumalda 'Goldmound' / Gold Mound Spirea
B&B
30" O.C.
GTS
21
Spirea Thunbergii ®Orson' r Gold Thread Spirea
B&B
36°" O.C.
M�AIW
50
Weigela Florida 'Midnight Wine' TM / Midnight Wine Weigela
B&B
24" O.C.
BOULDER 19 Brown Granite Boulders - Sized as per details
GRANITE BOULDER AS SHOWN
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LANDSCAPE BOULDERS TO HAVE CHARACTER AND FACE ON ALL VISIBLE SIDES.
OWNERS REPRESENTATIVE TO APPROVE BOULDERS PRIOR TO PLACEMENT.
BOULDERS SHOULD RANGE IN SIZE FROM 2'-4` L x 1.5`-3" W x 12"-18" H.
NOT TO SCALE
DETAILSHRUB PLANTING
NOT TO SCALE
GUY WIRES WITH 1 1/2" TREE
STRAPS WITH GROMMETS
CAREFULLY REMOVE
ANY EXCESS SOIL ON
TOP OF FOOT BALL TO
EXPOSE THE ROOT FLARES
CUT TWINE FROM AROUND THE TRUNK AND
REMOVE THE TOP 1/3 OF THE WIDE BASKET
AND BURLAP FROM THE ROOT BALL --
3" DEPTH H MULCH —
PREPARED SOIL AND FERTILIZATION
REFER TO SOIL AMENDMENTS
COMPACTED SUBGRADE
TREE PLANTING DETAIL
NOT TO SCALE
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LANDSCAPE ARE
OPEN SPACE AREAS
V1 = 50$_013
GROSS LOT AREA 155,947 S.F.
LANDSCAPED OPEN SPACE j 16,377 S.F.
HARDSCAPE OPEN SPACE 6,834 S.F.
USABLE OPEN SPACE 6,834 S.F.
STAKE SHADE TREES ONLY
HARDSCAPE AREA-
/
USABLE OPEN SPACE
6' STEEL'T' POSTS (NEW) - PAINT FLAT BLACK
DRIVE INTO SOIL TO A DEPTH
OF 2'; POSTS SHALL BE SET A UNIFORM
HEIGHT. EACH TREE SHALL HAVE TWO
STADES ON OPPOSITE SIDES OF THE
TRUNK IN LIFE WITH PREVAILING WINDS
EXCAVATED TREE PIT
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what'sKnow below.
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dig.
01 6 -INCH VERTICAL. CLJRB AND GUTTER WITH 1 -FOOT SPILL PAN.
TRANSITION FROM 1 --FOOT CATCH PAN -10 I-FOOTSPILL PAN.
ACCIESSIBLE PARKING AREA AT 2.00% MAXIMUM IN ALL DIRECTIONS.
6 --INCH VERTICAL CURB AND GUTTER WITH 1 -FOOT CATCH PAN.
BENCHMARK
TOP OF ALUMINUM CAP AT THE NORTHEAST CORNER OF THE NORTHWEST
ONE-QUARTER OF SECTION 26, TOWN5111P 3 SOUTH, RANGE 69 WEST OF
THE STH PRINCIPAL MERIDIAN LOCATED IN THE MIDDLE OF THE
9NTERSECTION OF WADSWORTH BLVD AND W 38TH AVE.
ELEVATION = 5447.43'
�Y
E
30 15 0 30
SCALE V= 30`
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EXISTING CURB AND GUTTER
PROPOSED CURB ANIS GUTTER WITH 1 -FOOT CATCH PAN
-
PROPOSED CURB AND GUTTER WITH 1 -FOOT SPILL PAN
5280
PROPOSED CONTOUR
EXISTING CONTOUR
7.04
EXISTING SPOT ELEVATION
16.68
PROPOSED SPOT ELEVATION
a
DRAINAGE FLOW ARROW
LP
LOW POINT
HP
HIGH POINT
M F
MATCH CH EMSTIN"G
BLDG
BUILDING
GB
GRADE BREAK
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EXISTING STORM SEWER
PROPOSED STORM SEWER
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PROPOSED 48" STORM MANHOLE
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PROPOSED 60" STORM MANHOLE
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PROPOSED PIPE FEND CAP
PROPOSED STORM INLET
01 6 -INCH VERTICAL. CLJRB AND GUTTER WITH 1 -FOOT SPILL PAN.
TRANSITION FROM 1 --FOOT CATCH PAN -10 I-FOOTSPILL PAN.
ACCIESSIBLE PARKING AREA AT 2.00% MAXIMUM IN ALL DIRECTIONS.
6 --INCH VERTICAL CURB AND GUTTER WITH 1 -FOOT CATCH PAN.
BENCHMARK
TOP OF ALUMINUM CAP AT THE NORTHEAST CORNER OF THE NORTHWEST
ONE-QUARTER OF SECTION 26, TOWN5111P 3 SOUTH, RANGE 69 WEST OF
THE STH PRINCIPAL MERIDIAN LOCATED IN THE MIDDLE OF THE
9NTERSECTION OF WADSWORTH BLVD AND W 38TH AVE.
ELEVATION = 5447.43'
�Y
E
30 15 0 30
SCALE V= 30`
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EX STM INLET B1.1—
EX 6" GATE VALVE
EX 8"X8" TEE
CONNECTION
UTILITY CROSSING
FX WIWI TAPPING SLEEVE
AND 6" TAPPING VALVE
EX STM MH B11
E - STORMS ' ;
X,< 'T! N G L
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PIPE TO REMAIN
30' ACCESS &
UTILITY EASEMENT
8" WATER VALV
8")(6" TAPPING SLEEVE
AND 6" TAPPING VALVE
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3'
r8"X3" TAPPING SLEEVE
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AND 3"TAPPING VALVE
8 8"X8".
28" TAPPING SLEEVE
AND 8'!TAPPING VALVE
..........
PROPOSED SANITARY
MANHOLE
. . ........ .
UTILITY CROSSING
a.
SAN TOP = 5453,90
WTR BOP = 5456.61
Srn i'ARY CA
8" ',)1 FIRE LINE
COPPER
C
3" TYPE "K" C
WATER LINE
EX STM INLET BIC
UTILITY CROSSING
WATER LOWERING
_K_
CURB 5
�2;'�METI
'
15"
S I Ivf i\A ND,
CITY Mqmmm�. OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LEGEND
EX 8" WATER VALVE 6"X3" TEE PROPERTY LINE
3" ANCHOR CO
DI FIRE HYDRANT LINE
3 " ANCHOR
AND 3'�
3 " DI W
EX FIRE HYDRAN
ANO
UPLING €
3" DI WATER LINE PROPOSED CURB AND GUTTER
EX 8"X6" TAPPING SLEEVE AND 3" GATE VALVE ....... ...... ........ EXISTING CURB AND GUTTER
AND 6" TAPPING VALVE
EX 8"X6" TEE CONNECTION t
6 P
PROPOSED CONCRETE SIDEWALK
EX STM INLET B9 6" PVC WATER LINE
W/ 8"X6" SPIGOT X MJ REDUCER
8"X8" TAPPING 6" GATE VALVE EXISTING SANITARY LINEt.
FF 5463.0
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X,< 'T! N G L
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PIPE TO REMAIN
30' ACCESS &
UTILITY EASEMENT
8" WATER VALV
8")(6" TAPPING SLEEVE
AND 6" TAPPING VALVE
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3'
r8"X3" TAPPING SLEEVE
D
AND 3"TAPPING VALVE
8 8"X8".
28" TAPPING SLEEVE
AND 8'!TAPPING VALVE
..........
PROPOSED SANITARY
MANHOLE
. . ........ .
UTILITY CROSSING
a.
SAN TOP = 5453,90
WTR BOP = 5456.61
Srn i'ARY CA
8" ',)1 FIRE LINE
COPPER
C
3" TYPE "K" C
WATER LINE
EX STM INLET BIC
UTILITY CROSSING
WATER LOWERING
_K_
CURB 5
�2;'�METI
'
15"
S I Ivf i\A ND,
CITY Mqmmm�. OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LEGEND
EX 8" WATER VALVE 6"X3" TEE PROPERTY LINE
3" ANCHOR CO
DI FIRE HYDRANT LINE
3 " ANCHOR
AND 3'�
3 " DI W
EX FIRE HYDRAN
ANO
UPLING €
3" DI WATER LINE PROPOSED CURB AND GUTTER
EX 8"X6" TAPPING SLEEVE AND 3" GATE VALVE ....... ...... ........ EXISTING CURB AND GUTTER
AND 6" TAPPING VALVE
EX 8"X6" TEE CONNECTION t
6 P
PROPOSED CONCRETE SIDEWALK
EX STM INLET B9 6" PVC WATER LINE
W/ 8"X6" SPIGOT X MJ REDUCER
8"X8" TAPPING 6" GATE VALVE EXISTING SANITARY LINEt.
FF 5463.0
Know whats below.
Callbefore you dig.
............
EXISTING WATER V,
EXISTING SA N I TA R
MANHOLE
EXISTING GASONE
EXISTING TELEP
TO REMAIN
GENERAL NOTES:
THE MAINTENANCE OF THE STORMWATER SYSTEM FLOWING FROM
THE PUBUCLY OWNED AND MAINTAINED MANHOLE WITHIN THE
PUBLIC ROW TO THE OUTFALLWITHIN THE PRIVATE DETENTION/WQ
POND SHALL BE THE SOLE RESPONSIBILITY OFTHE OWNERS, HEIRS, AND
ASSIGNS FOR SAID POND.
IF THE PUBUC-OWNED PORTION WILL FLOW ONTO PRIVATE PROPERTY
AND INTO A PRIVATELY OWNED AND MAINTAINED DETENTION POND,
THE PORTION OF THE SYSTEM FLOWING FROM THE MANHOLE TO THE
POND SHALL BE MAINTAINED LYTHE PRIVATE PROPERTY OWNER PER
CITY POLICY.
0
i
U -
PROPOSED WATER METER
GO
z 0
7 C:=
<
U
< z
ZD ... coom
PROPOSED VALVE
U L.
__j <
0
co
CL
z
900 BEND
< c=
Know whats below.
Callbefore you dig.
............
EXISTING WATER V,
EXISTING SA N I TA R
MANHOLE
EXISTING GASONE
EXISTING TELEP
TO REMAIN
GENERAL NOTES:
THE MAINTENANCE OF THE STORMWATER SYSTEM FLOWING FROM
THE PUBUCLY OWNED AND MAINTAINED MANHOLE WITHIN THE
PUBLIC ROW TO THE OUTFALLWITHIN THE PRIVATE DETENTION/WQ
POND SHALL BE THE SOLE RESPONSIBILITY OFTHE OWNERS, HEIRS, AND
ASSIGNS FOR SAID POND.
IF THE PUBUC-OWNED PORTION WILL FLOW ONTO PRIVATE PROPERTY
AND INTO A PRIVATELY OWNED AND MAINTAINED DETENTION POND,
THE PORTION OF THE SYSTEM FLOWING FROM THE MANHOLE TO THE
POND SHALL BE MAINTAINED LYTHE PRIVATE PROPERTY OWNER PER
CITY POLICY.
0
i
U -
PROPOSED WATER METER
GO
z 0
7 C:=
<
Uj
< z
ZD ... coom
PROPOSED VALVE
U L.
__j <
0
co
CL
z
900 BEND
< c=
rn
45%* BEND
Uj
::D
V)
22 1/2a BEND
IF MORE THAN THREE (3) STREET CUTS OCCUR WITHN 250 LINEAR FEET,
PROPOSED 48" STORM DRAIN
z
I -
MANHOLE
THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION
PROPOSED PIPE END CAP
tzz
U
PROPOSED 60" STORM DRAIN
U
U
MANHOLE
(303 235 2861) P R1 0 R TO COMMENCEMENT OF WORK.
CIO
LU
PROPOSED STORM LINE
0
EXISTING STORM LINE
Vow
PROPOSED STORM DRAIN INLET
Ss
PROPOSED 48" SANITARY MANHOLE
—SS—
PROPOSED SANITARY LINE
BOP
BOTTOM OF PIPE
TOP
TOP OF PIPE
0
i
U -
GO
7 C:=
<
Uj
ZD ... coom
U L.
0
z
Z'
< c=
rn
NOTICE TO CONTRACTOR-
Uj
::D
V)
L6
(D
IF MORE THAN THREE (3) STREET CUTS OCCUR WITHN 250 LINEAR FEET,
0
z
I -
0
i
__j
<
<
Z'
rn
NOTICE TO CONTRACTOR-
0
::D
::D
v)
IF MORE THAN THREE (3) STREET CUTS OCCUR WITHN 250 LINEAR FEET,
ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILAPPLY. REFER TO
I -
THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION
�
tzz
U
PERMIT TO BE OBTAI N ED FROM THE DE PAR TIM E NT OF PUBLIC WO RKS
U
U
(303 235 2861) P R1 0 R TO COMMENCEMENT OF WORK.
CIO
LU
0
V)