HomeMy WebLinkAboutMakatura Office FDP and PlatI
H.J.H.L.L.C. being the owner of the real property of 1-970 acres described as follows:
MG&
A portal of land, being all of Lot 2 and Lot 3 of Currw' Subdivision recorded by mcoplon
numbisir 82058104 in the records of Jeffemn County, being a part of the northwest one
quarter of the southwest one quarter of the souiho4t one quaker of Section 13,
Township 3 South, Range 89 west Of the Sixth PrincipalI Meridlon City of Wheat Ridge,
County of Jefferson. State of Colorado, being mom particularly i;o;" as fo#ows:
Notei: for the purpose of this description, the wast. On# of the southeast one quarter of
said $action 0, as monumentod by standard City of Wheat Ridge alluminum ceps, PLS
13212 at each orW, sholl be assumed to bear 400`1O`12*, with all bearings
contained hor*n relative thereto.
Beginning at the northeast, corner of said Lot 3 CurrierSubdivision, a found pin, and
aturn , ioum cap OLS 227
Them* Serf 10'5WE, a distance of 2$4.06 feet to a found pin and olumiman cap PLS
14161, said point being the southeast corner of said Lot 2 Currier Subdivision;
Thence S89'38107*W, along the southerly lino of said Lot 2, a distance of 344.91 foe
to the southwest corner of said Lot 2, and a point of non tangent curvature;
Thence along the westerlyBraeof said Lot 2 and Lot 3 Currier Subdivision the following
courses:
– along the am of a curve to the right a distance of $0.10 feet. said curve having
a radius of 115,00 feet, a delta angle of 064*21* and a chord which be=
N114t53*E a distance of 16,40 fast to a point of reverse curvature;
– along the art of a curve to the left a distpri;o of 123.22 feet, said curve having
ar c
Idius Of $5.00 feat� delta angle of 0029r and a chord which be"
NOVA4*41*W a of 112.71 feet to a point of reverse curvature;
along the art of a cum to the eight a distance of 85.79 fee, said curve having
a radius distance
' d
of 114.34 feet, a delta angle of 4–'691,Ir on, a chord which boors
N214444Y a distance of aSO NA to a point on the north line of said Lot
3 Cum*or Subdivision;
Thence NW41,03E, a long sold north, line, a distance of 352.12 feet to ttio Point of
seginning.
Containing 1.970 acres, more or loss.
Subject to all rights of, way, casements and encumbrances as of record may- appear.
This is to certify that the city of Wheat Ridge, Colorado, by motion
of its city council did on the .2fiEt-day of Etjjft4:g 19 -, adopt
and approve the within plot and accept the dedicat ns hereon made,
STATE OF COLORADO AS
COtWTY OF JEfTERSON)
Robert Makatire, as Man*W
The fom instrument was ocktiowle d before ,this of
A.D. lgtL,
by
seal.
AKA -TU R A-
qY
my cfan expites—
NOTARY SEAL
Notary Powit
MIAMNO"
—cl—fism,891 IM
a MMn pleavo on -mo grouna.
EV, detail
Prepared
!n Revised
nR�; ce-
MAKATU RA OFFICE
I
MAP NO.
CASE NO.
8,172
0
I I
I
I
t
_
27.26%
FINAL DEVELOPMENT PLAN AND PLAT
13,605
15.86%
LANOSCAPED/TURF AREA
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT
RIDGE
NATIVE VEGETATION AREA
CENTER 1//��1.\ SEC. 23
T35, R69W,J 6th P.M%\
Repof CANOW &dXNSWLb% 2 WW 3
TOTAL SITE AREA
85,807
\
A parcel of land lying withln the
270
HEADWALL
�- - -
Section.2.�y3, Tonship 3 South, Raree 69 Vise
- - - - - - Soudeest One Quarter' o,�
15.50'
16.02'
N76'29'35`E
Yff
of e Sr'l/brth mp*Meftan
25' EASEMENT tti
SIDEWALK CHASE
�
P14£
\
INGRESS -EGRESS
My of W
hmK Rifts, Cour ft o f ��
v�ki V� �T�P�i
/
18 CONO,
N \
ofw�nho1w..�IrtiT
\
/
,q
0
voi
DRIVEWAY EASEMENT
BOOK 3001 PAGE 597 g7' pl, �p .I \ \ -
- - -- FOUND PW &CAP u. ,�.
PLS 10945 Ik1611ED S CONCRETE '- - - -
1 �.__�--
- PLS 22097 I ,� ' "____ _______ __________�-s
___ -- /- ��
Y _ ,
�, -------------x
POWER POLE TO BE
RELOCATED BY OTHERS-
---
__X
8.5' UTILITY EASEMENT - " -
2 7,77
150.00' - - N89'41'03"E 110.63- \
N89'41'31"E 8 UTILITY EASEMENT 1 !II •r,\ /•� \; \ / ------
FOUND CROSSES - -"'- `"
30 INGRESS -EGRESS EASEMENT
10'X90' UTILITY EASEMENT 9K 3001 PAGE 597 26fi LF
RFC# 8401911 y�.� `
\ CONCRETE �ENCE A
qHe� DRIVEWAY EASEMENT 1, \ `�RETAINING WALL ,-'f PROPERI
o � Vr T� I� BOOK 3001 PAGE 597 `. \t` , `
a
w
I
o
8,172
0
I I
I
I
t
23,395
OVERHANG FOOTPRINT
+10,324
x12.03%
FOUNDATION
8,172
9.52%
ADDITIONAL PAVED AREAS
23,395
27.26%
EXISTING PAVED INGRESS/EGRESS AREAS
13,605
15.86%
LANOSCAPED/TURF AREA
27,611
32.18%
NATIVE VEGETATION AREA
13,024
15.19%
TOTAL SITE AREA
85,807
100%
D = 4239'29' ,
NR = 414.34' - ----t\��
'\�\
���
7 •?�
`25
�.,_
_
-- ----n
L =85.78'\
CB = N21'48'42'W
z
�7 `25
3 I
,26
.b CH = 83.80'
M
' NNp
2.00'
'`
'. 0 _--'- zea I
z HEADWALL \ ;1
INV. OUT=22.94
120'10'10'
�*�
A5
270
HEADWALL
-'
91'52 39'
15.50'
16.02'
N76'29'35`E
INV. 24.0
SIDEWALK CHASE
�
15352'45"
4
4.31'
BORING M1
'
PIN CAP
36f t2
'. O t %
-fP
8
,q
N09'40'04 E
5 CF 12" RCP Q9'
1 % 8oRING #2
0, 1%
PALS 22087
104'22 27"
19.00
1
S7713'22'E
30.02'
R� 9 �
l
+ OVERHANG FOOTPRINT OF BUILDING NOT INCLUDED IN 45 LF 12' o SUMMATION OF TOTAL SITE AREA. o TYPE C INLET O 1%�CP
�- o' l 4'
IP �'^ 0 10 WITH CLOSE MESH GRATIWG axe
20' 40' d� �z O i
N ` \� � � 11
M GRATE EL. 25.8 x
P o) j
ORIGINAL SCALE: 1"=2O' NV. EL IN - 23.35 �� 2as
INV. EL OUT = 23.25- � � \ ra , x PROPOSED/OFFICE BUILDING i
r SPACES PROVIDED = 34 V CONTOUR INTERVAL 0 I p 27.3 FIRST FLOOR/
,l FLEE ATION (28.0
SPACES REQUIRED = 34 3h' 1\
JUNCTION
a27.$ 29.0:o 4
INV. IN 23.55
INV. OUT 23.4
N89'39'73"E _ _ 150,00' _ _ G = 83'00''29" _ - _ __ r- -_
o R =85.00' 1( ILII { x 27Ay
t
> o L 123.22' aZ
III -_ _ _ _
co I _ _ CB = NO7'46'41"W f I � 1 c �. _ . _41 _ __
CH = 112.71' 1 III yI {� _ - -- " -_
- -
p [ 27.5
I O I o1 EASEMENT
SS-EGRESS I�� 1" k TSI6..FNDATION
�, �, 1
rn I ro INCREASE SIDEWALKx"
a CUM DATA T mi WIDTH TO 5'(MR4IMUM) / ` BORING M3 ,
ai m 3
70
T f
V/,.�
N
Vy
io
DIRECTION
o
o
Illjj/J
S
I
I
I
z
I
3.00'
3 I
m
b
M
CNNO LENGTH
G
RADIUS
TANGENT
DIRECTION
CHORD
1 4.71'
9(,00100"
3.00
3.00'
S452153'E
4.24'
2 3.15'
90'OT36'
2.00
2.00'
N4420'02'E
2.83'
3 5.24'
120'10'10'
2.50'
4.35'
N3T,28'24'W
4.33'
5 24.86'
91'52 39'
15.50'
16.02'
N76'29'35`E
22.28'
4 2.69
15352'45"
1.00
4.31'
S7740'08'"E
1.95'
6 72.55
26'28 38"
157.00
36.94'
N09'40'04 E
71.91'
7 34.61
104'22 27"
19.00
24.48'
S7713'22'E
30.02'
8 1 2.58
3724 48'
19,27'
6.52'
N42'03 14 W
12.36'
9 11.26
24'48 21
26.00
5.72'
S62'O656'E
11,17'
10 6.02
1 15'02 3T
300
4.71'
N5710.29 E
5.06'
1 t 26.82'
78'42'50'
19.52'
16.01
N35'44'SV W
24.76'
12 80.34'
31'50'35"
144.55'
41.24
N1712'05'E
79.31'
13 35.26'
87'49'27"
23.00'
22.14'
S4V27'o9'E
31.90'
14 35.26'
8749'27
23.00'
22.14'
S46'27'O9'E
31.90'
15 22.78'
90'00'00'
14.50'
14.50
1444'38'07'E
20:51'
�.
m
SITE BENCHMARK
TBM 3 - CHISELED SQUARE
L 39.83'
CB N10'Os'22"E
h -.,.; P
x _ z
AR11E0 _ x 272 7:o
_2_63-
z I I
}}_ING #4
SOUTH 1/4 COR, SEC 23
ON. CURB ELEV, 542902'
SET PUSH CAP
FA1d11E0 H,
/�/
6
_,�
BUILDING ,ROOF
OVERHAtyG `
60.75
p'
--- - -
NOTE: PROJECT BENCHMARK IS
pts 22W
GATE VALVE
6' M.J.
.•r,: , t ,x I -,
_
,`, - - -- - - "
_ - - ---
45.00' _ _
N89'38'07"E - --
267.89' GATE VALVE
$89'38'07"W
- SET PIN & CAP
Sxs,
CITY OF WHEAT RIDGE SM J412
ELEV. 5445.76'
FOUND PIN &CAP
4
27.2
S 000'Od'E6 VE jTT ,
PLS 17477
_
xps -
SERVICE 6" VERT, C&G W1TFi-1' PAN
8•• WATER
= 7P54 1
;
(�}
7
0 TESTHOLE LOCATION
TREE/SHRUB
_ _ :115.00' i
f N89'38'07 "El
06.2 4' a
= 84.10' /
- - OVERHEAD UTILITY
IV
2GR•,
N89'38'07"E ��
_m
123.3r
'-S
3 I•
_
913'
1510'4[ /
2
i
_
G = 20'01'08'/
4 7
Ex15TIN
ASPHALT PARKIN
LOT
R- 114.00'
3
28.Sx i
_--LIMIT OF CONSTRUCTION--,,
1 151.33' `
�,1�MAINTAIN EXISTING-��
V€GETATED AREA
1
,22' WIDE
\ TO FL ALLEY
1 ,
FUTURE DE_VEI
_0O _HM
b I
o
0 EXISTING INLET
L 39.83'
CB N10'Os'22"E
h -.,.; P
x _ z
AR11E0 _ x 272 7:o
_2_63-
z I I
CH 3951'
SOUTH 1/4 COR, SEC 23
i3S, R69W, 6th P.M.
PROPOSED EASEMENT
F
1 tiA
8' M.J.SEROCE
--- - -
FOUNDI CROSS
GATE VALVE
6' M.J.
.•r,: , t ,x I -,
_
,`, - - -- - - "
_ - - ---
45.00' _ _
N89'38'07"E - --
267.89' GATE VALVE
$89'38'07"W
- SET PIN & CAP
x r """
-
�`'
- - - - ' _ _ �'- - - 1I43 - -
�,�- -C&G
FOUND PIN &CAP
-PLS 22097
- 7.33'
S 000'Od'E6 VE jTT ,
PLS 17477
L.G
LEGEND
22.5' SAf1TtJ.7W
SERVICE 6" VERT, C&G W1TFi-1' PAN
8•• WATER
(�}
0 TESTHOLE LOCATION
TREE/SHRUB
-- _ _ _ - EXISTING CURB AND GUTTER
0 EXISTING STORM SEWER MH
FENCE
- - OVERHEAD UTILITY
x283 PROPOSED -- - EXISTING STORM SEWER
® THRUST BLOCK --�. PROPOSED MAJOR CONTOUR
:a---• PROPOSED STORM SEWER '� PROPOSED MINOR CONTOUR
PROPOSED CURB AND GUTTER zo EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
][iJam ENGINEERII CO. INC*
OW i
ABLE
1 M
F¢r 13 LF 12" RCP
O 30% --
PIPE CONNECTION
INV. (12")=16.4-
- TYPE C INL
W/CLOSE MESH
y4 GRATE EL. -
INV. EL. -2C
H=5A'
POWER POLE TO BE
W.. _1 ATED BfOTHERS
OVE^�HEAD UTICFTY (TYP.
- 2) -
10' UTILITY EASEMENT
PER THIS PLAT
P MH
RIM= 5420.50'
!"1V,
INV. IN= 5414.70'
NV. OUT=5414.48'
1.
Fww PIN R
�tNMN M
C79
13
it
5%
o r�pFnM MH
RIM= 5426.28'
INV. 'N= 5416 69'
INV. our=5416.50'
SHEET 2 OF 2
PREPARED: FEB. 14, 1996
161 1"6 MEC PROJECT NO. 9525.01
0 EXISTING INLET
® TELEPHONE PEDESTAL
UTILITY POLE
WATER VALVE
SOUTH 1/4 COR, SEC 23
i3S, R69W, 6th P.M.
x283 PROPOSED -- - EXISTING STORM SEWER
® THRUST BLOCK --�. PROPOSED MAJOR CONTOUR
:a---• PROPOSED STORM SEWER '� PROPOSED MINOR CONTOUR
PROPOSED CURB AND GUTTER zo EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
][iJam ENGINEERII CO. INC*
OW i
ABLE
1 M
F¢r 13 LF 12" RCP
O 30% --
PIPE CONNECTION
INV. (12")=16.4-
- TYPE C INL
W/CLOSE MESH
y4 GRATE EL. -
INV. EL. -2C
H=5A'
POWER POLE TO BE
W.. _1 ATED BfOTHERS
OVE^�HEAD UTICFTY (TYP.
- 2) -
10' UTILITY EASEMENT
PER THIS PLAT
P MH
RIM= 5420.50'
!"1V,
INV. IN= 5414.70'
NV. OUT=5414.48'
1.
Fww PIN R
�tNMN M
C79
13
it
5%
o r�pFnM MH
RIM= 5426.28'
INV. 'N= 5416 69'
INV. our=5416.50'
SHEET 2 OF 2
PREPARED: FEB. 14, 1996
161 1"6 MEC PROJECT NO. 9525.01