HomeMy WebLinkAboutSite PlansEXISTING CONDITIONS LEGEND
®
CAN PEDESTAL
III
TELEPHONE PEDESTAL
®
ELECTRIC TRANSFORMER
®
ELECTRIC METER
8
SEWER CLEANOUT
sO
SEWER MANHOLE
I&
CURBSTOP
WV
EXISTING IRRIGATION PREVIOUS ASBUILTED
N
WATER VALVE
WATER HYDRANT
V
ELECTRIC MANHOLE
PUS]
GAS MARKER
®
IRRIGATION VALVE
— — — —
EXISTING CONTOUR
— —7900 — —
EXISTING CONTOUR INTERVAL
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EXISTING 8" WATER MAIN PREVIOUS ASBUILTED
xsA MA
EXISTING 8" SANITARY SEWER MAIN PREVIOUS ASBU I LTED
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EXISTING IRRIGATION PREVIOUS ASBUILTED
—tens—XGm—X —
EXISTING GAS PREVIOUSASBUILT£D
GRAPHIC SCALE
30 60
(IN U.S. SURVEY FEET)
1 inch = 30 ft.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
120
EXISTING CONDITIONS/ TOPOGRAPHY MAP OF:
LOT 48 SPRING RIDGE RESERVE P.U.D, PHASE 1
BEING SITUATED IN SECTIONS 10, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO.
SHEET 1 OF 1
1
}' SET 1.25" ORANGE PLASTIC CAP
S x ON #5 REBAR STAMPED
"PROP. CORNER PLS#28643"
0.2"ABOVE GROUND
r F'Rp
if
' I
Tiff I J \
m \ 6d31 +,Ra
R=525 00` x \� �qR SPRINGRIDGE RESERVE HOMEOWNERS
ASSOCIATION
T=28.00' T=28.00' 4 4.0' UTILITY & IR RI ION
f \ EASEMENT PO BOX 1330
CD=N3" 3O11"W\ x I Rm GLENWOOD SPRINGS CO 81602
C=55.92` x , i . 6A31 PARCEL#239510109152
SET 1.25" ORANGE CAP
ON NS REBAR SSS A PEP
"PROP. CORNER PL -9#2 3643"
0.2" ABOVE E,ROUND UTILITY EASEMENT ? \ \ \ a
50.
w - 25.0'SIDE
g \ SETBACK \
w�s -I \ •68
CC F7
z to x
CL
i f r - \784v
\rk
AA)
\ I I ` 50.0'
FRONTSETBACK
SET 1.25" RED PLASTIC CAP
ON #5 REBAR STAMPED
' "WITNESS PL5928643"
kine
0.2" ABOVE GROUND
x 4S.0' WITNESS)
a
� fi�gR
iVA
)T 48 1 �is.0' uTalTy�\
_549 Sq.ft. ( �! IRRIG TION EASEMENT
/ 41
198 acres
SOPRIS WAY / �� t i, 1
j ( �- 0 r 112.0' RAINAGE
60.0' R.O.W. 1 �� e+ / tf EA EMENT
ASPHALT SURFACE
fl xwL %VJL . XWL _ v I' ° 6 / / j– 35A' R
SETBf
N ` 1
l3X X i t .` - ! y 4
T�4
Q
\ a U
SETBACK % J+ Q X zLO
o
SITE BENCHMARK \ �.. % , 1 y ! czu m h ry
ELEVATION =6433.50' 0 iz 4k
% EXISTING 1.25" ORANGE PLASTIC CAP f �/ / 'r'_ ° a p u
ON #5 REBAR
N p
"PROP. ORN R PLS
8643" .6d36 / ` \ ` / ' ,? a
I 0.1" ABOVE GROUND
I r
! 9
,>,. I LOT 47 ,yam SET 2,25" RED PLASTIC CAP
+
' EVAN & KASSANDRA MAE, CAMPBELL ° 'L o� ON #5 REBAR STAMPED"WITNESS PLS #28643"
1440 HIDDEN VALLEY DRIVEI ' g 0.2" ABOVE GROUND
GLENWOOD SPRINGS CO 81601.0' WI
1�-�15
TNESPARCEL#239510409047
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
VICINITY MAP
SCALE: 1" = 2000'
PROPERTY DESCRIPTION
LOT 48
FINAL PLAT OF SPRINGRIDGE RESERVE P.U.D, PHASE 1
RECORDED AUGUST 26, 2005 AS RECEPTION No. 681075
COUNTY OF GARFIELD
STATE OF COLORADO
NOTES
1) Date of Survey: February 10, 2021.
2) Date of Preparation: February 19, 2021.
3) Linear Units: The linear unit used in the preparation of this plat is the U.S. Sun
defined by the United States Department of Commerce, National Institute of S
Technology.
4) Basis of Bearing: A bearing of N 88028'00" W between the City of Glenwood SI
monuments at the intersection of 8th Street and Palmer Avenue and the inter:
Street and Midland Avenue, which established a local project basis of bearing
S 00°15'30" E between the East Quarter Corner of Section 10 and the South Sb
between Section 10 and 11.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to
ownership or easements of record. For all information regarding easements, r
and/or title of record, SE relied upon and documents and plats of record as she
Source Documents, hereon.
6) Basis of elevation: The site benchmark which is based on the elevation of 6433
Southwest property corner of Lot 48, being a found 1.25" orange plastic cap of
stamped "PROP. CORNER PLS #28643" as shown.
7) Contour Interval: One (1) foot.
8) Address: 24 Hidden Valley Dr. Glenwood Springs Co.
9) Garfield County Parcel No. --239510409048
SURVEYOR'S STATEMENT
1, Mark S. Beckler, do hereby state that this survey was prepared by Sopris
Engineering, LLC for Jason Schmidt, and that it is true and correct to the best
PROJECT#31032
Foot as
dards and
street
i of 8th
h Corner
s of way
in the
at the
i rebar
r
=r
4
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)�y Y✓�
1
�
"rti�` l I �;' � t r t , • ��, � L"kt � C� �Ca tip
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4�
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}
v =lo"i
VICINITY MAP
SCALE: 1" = 2000'
PROPERTY DESCRIPTION
LOT 48
FINAL PLAT OF SPRINGRIDGE RESERVE P.U.D, PHASE 1
RECORDED AUGUST 26, 2005 AS RECEPTION No. 681075
COUNTY OF GARFIELD
STATE OF COLORADO
NOTES
1) Date of Survey: February 10, 2021.
2) Date of Preparation: February 19, 2021.
3) Linear Units: The linear unit used in the preparation of this plat is the U.S. Sun
defined by the United States Department of Commerce, National Institute of S
Technology.
4) Basis of Bearing: A bearing of N 88028'00" W between the City of Glenwood SI
monuments at the intersection of 8th Street and Palmer Avenue and the inter:
Street and Midland Avenue, which established a local project basis of bearing
S 00°15'30" E between the East Quarter Corner of Section 10 and the South Sb
between Section 10 and 11.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to
ownership or easements of record. For all information regarding easements, r
and/or title of record, SE relied upon and documents and plats of record as she
Source Documents, hereon.
6) Basis of elevation: The site benchmark which is based on the elevation of 6433
Southwest property corner of Lot 48, being a found 1.25" orange plastic cap of
stamped "PROP. CORNER PLS #28643" as shown.
7) Contour Interval: One (1) foot.
8) Address: 24 Hidden Valley Dr. Glenwood Springs Co.
9) Garfield County Parcel No. --239510409048
SURVEYOR'S STATEMENT
1, Mark S. Beckler, do hereby state that this survey was prepared by Sopris
Engineering, LLC for Jason Schmidt, and that it is true and correct to the best
PROJECT#31032
Foot as
dards and
street
i of 8th
h Corner
s of way
in the
at the
i rebar
I
SET 1.25" ORANGE PLASTIC CAP
1 I ON 115 REBAR STAMPED
"PROP. CORNER PLS #28643"
` x 0.2" ABOVE GROUND
1.
1� I�
5.0'
II UTILITY EASEMENT
soon'
� II
I�
II
EXISTING EDGE OF ASPHALT
I �
�I
I
b
I
I I
20 LF, OF 12" ADS
STORM PIPE @ 1.5%
V ME: 3204-1k
ME -3 0't-
f
o
I I
m m 1
J �
SOPRIS WAY I )
60.0' R.O.W.
RR GENERAL CONSTRUCTION NOTES:
1. THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). EXISTING CONDITIONS ARE EXISTING LEGEND
BASED ON AN IMPROVEMENT SURVEY PERFORMED BY SOPRIS ENGINEERING, LLC. - EXISTING CONTOUR
\ Rsa \ 2. ALL EXISTING UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN - -6500 -- EXISTING CONTOUR INTERVAL
CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE EXISTING PROPERTY LINE
CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR - _ _ - _ - EXISTING EASEMENT
I \ 4 \ INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. _ _ _ _ _ _ _
EXISTING SETBACK
\ \ 3. THE CONTRACTOR SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON - XWL XWL - EXISTING WATER MAIN
SITE AT ALL TIMES. - XSA )(SA - EXISTING SEWER MAIN
I \ 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE
- X
\tr WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.
,
� • \ q - XEL XxEL - EXISTING GAS LINE
EXISTING ELECTRIC LINE
5. NOTIFY UTILITY OWNERS: CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY - xIRR �P XIRR - EXISTING IRRIGATION
OWNERS FORTY-EIGHT HOURS (OR AS REQUIRED BY UTILITY COMPANIES) PRIOR TO M
�4 COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. x EXISTING WATER VALVE
6. ALL UTILITY SERVICES SHALL BE INSTALLED BELOW GRADE.
\ FEI EXISTING ELECTRIC TRANSFORMER
\ 64 M 7. ENSURE THAT DRAINAGE IS AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS A MINIMUM
OF 12" IN THE FIRST 10' OR 3" IN THE FIRST 10' IN PAVED OR CONCRETE AREAS. EXISTING FIRE HYDRANT
ME: 31.5't? \\
\ � xs4 / 8. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO.
I \ \ s EXISTING SEWER MANHOLE
9. ALL DISTURBED AREAS OUTSIDE OF LANDSCAPE AREAS SHALL BE SEEDED WITH NATIVE co
GRASSES. O EXISTING SEWER CLEANOUT
FG: 33.00 \ \ 25.0' SIDE `\ ` ) ksq
pO ME: 32.04 SETBACK \ / \k PROPOSED LEGEND
\ \ PROPOSED CONTOUR
7900 PROPOSED CONTOUR INTERVAL
->->->->- PROPOSED SWALE OR DITCH
PROPOSED STORM SEWER
PROPOSED DRIVEWAY SURFACE
/ \\
PROPOSED CONCRETE/SIDEWALK
/ PROPOSED GARAGE
TOP FDN:6433,50' (ARCH 98'-11%4") / / q 's0, \ / SPOT ELEVATION LEGEND
REFER TO ARCHITECT'S PLANS. \ \ FL: 32.00 \ \
FG: 32.71 � /7 32.96 \ j `\ / *Sq / 'iRq FF =FINISHED FLOOR ELEVATION
FG =FINISHED GRADE
32.63 C: 2.96 /Sed \ y \ \ �. / \ \ > - FL = FLOW LINE
HP= HIGH POINT
TC: 32.88
/oe�F0 FG: 32.14 / \ \ I LP = LOW POINT
FG: 32.63 /QF' 7C: 32.96 -1 \ 1 `� 4�4 ME = MATCH EXISTING
O '�
/ /y. =
EA: 32.84 EA EDGE OF DRIVEWAY
0 38h r / \ \S ?8 \ \ / \ GB = GRADE BREAK
TC = TOP OF CONCRETE
cQ°a3 / o TOF = TOP OF FOUNDATION WALL
40 ��' / 1�w ME: 33.0't / `\
I TC: 32.96 r / DRAINAGE DIRECTION/SLOPE fo �R
/ ?pO TC: 32.90 / / \ / � \ x SPOT ELEVATION TOC:7900.D ��
3.0'
TL: 32.96
TC: 32.88 PrFG: 32.55
to
sl
FFG: 33.80
__- ME. 33.0 t
4-
_ :34.00 FL: 33.11
To 6434.52'
FOUNDATION
I I STEP
O /g FL: 33. 0
A \ \ I I
I / FG: 34.49
_ I
TC: 34.99
b
i- FG: 34.66. e I X6436-
TC: 34.99
/
TC: 3493 pa n 1 j
I / \I 15.0' UTILITY /
p TC: 34.83j r
1.
I FG: 34.33 I� IRRIGATION EASEMENT � a 96 TC 34.83/ FL: 3 .41
2.0
FG: 34.50 ' I
f
X
a
D) / TC 34.83 �FG: 34.50
^
2
C: 35.15 �. 11 / tQ i
p / X
12.0' DRAINAGE n
z I I I EASEMENT
1 0 / I
b I o
-TC: 35.15- TC: 34.83-
_ FG: 34.50 / / x
�- n / / I 35.0' REAR �
SETBACK
I I
fr^'33I n /
I HP: .88
E: 35.0
w
N r /
\ j n bC�
FOUNDATION
STEP
)F: 6434.52_
- G: 34.00-
o
4.000 / ]yl�' FL: 3.60 I
1.91
x
< L < �FFL: 3333
/ X /
z i Ill
/
/ I X
GRAPHIC SCALE
/ 11
10 0 5 10 20 / 40 ' \\
lI(IN FEET) �
1 inch = 10 ft.
)OPRIS I-NGINEERING, LLI
CIVIL CONSULTANTS I
502 MAIN STREET
CARBONDALE, CO 81623
(970) 7D4-0311
FAX: (9701-704-0313
2NT?
05/14/2021IN
�
� Sb /C WAL
DESIGNED BY
LRJ
04/26/21
DRAWN BY
LRJ
SITE BENCHMARK
CHECKED BY
YTN
05/14/21
DATE: 05-14-21
JOB NO. 31032
x
SvOx Sv9x
O
ELEVATION=6433.50'
EXISTING 1.25" ORANGE PLASTIC CAP
~
L LJ
U
/
/
Lu
ON #5 REBAR STAMPED
(D
z
z
p
o
I
"PROP. CORNER PLS #28643"
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VM/
00
0.1" ABOVE GROUND
r�
LZ
+
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�
F
c
13X -__ cx ___ -laX --i rax }a%
\
13%
'I�
': ® / / /' _+
\ \ \
\
/ ---
FG: 34.00
FFG: 34.00
I FG: 33.951
/
\
//
I
L: 32.85
6g34
ME: 33'.0'/
< 0.8°/a <
/
��B
��C <
A �
/
�fL: 32
lY I'l
x
cxi
/
;zdME:
x
__- ME. 33.0 t
4-
_ :34.00 FL: 33.11
To 6434.52'
FOUNDATION
I I STEP
O /g FL: 33. 0
A \ \ I I
I / FG: 34.49
_ I
TC: 34.99
b
i- FG: 34.66. e I X6436-
TC: 34.99
/
TC: 3493 pa n 1 j
I / \I 15.0' UTILITY /
p TC: 34.83j r
1.
I FG: 34.33 I� IRRIGATION EASEMENT � a 96 TC 34.83/ FL: 3 .41
2.0
FG: 34.50 ' I
f
X
a
D) / TC 34.83 �FG: 34.50
^
2
C: 35.15 �. 11 / tQ i
p / X
12.0' DRAINAGE n
z I I I EASEMENT
1 0 / I
b I o
-TC: 35.15- TC: 34.83-
_ FG: 34.50 / / x
�- n / / I 35.0' REAR �
SETBACK
I I
fr^'33I n /
I HP: .88
E: 35.0
w
N r /
\ j n bC�
FOUNDATION
STEP
)F: 6434.52_
- G: 34.00-
o
4.000 / ]yl�' FL: 3.60 I
1.91
x
< L < �FFL: 3333
/ X /
z i Ill
/
/ I X
GRAPHIC SCALE
/ 11
10 0 5 10 20 / 40 ' \\
lI(IN FEET) �
1 inch = 10 ft.
)OPRIS I-NGINEERING, LLI
CIVIL CONSULTANTS I
502 MAIN STREET
CARBONDALE, CO 81623
(970) 7D4-0311
FAX: (9701-704-0313
2NT?
05/14/2021IN
�
� Sb /C WAL
DESIGNED BY
LRJ
04/26/21
DRAWN BY
LRJ
04/27/21
CHECKED BY
YTN
05/14/21
DATE: 05-14-21
JOB NO. 31032
I DATE I REVISION I
TITLE
GRADING AND
DRAINAGE PLAN
DRAWING NO.
C-1.0
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I DATE I REVISION I
TITLE
GRADING AND
DRAINAGE PLAN
DRAWING NO.
C-1.0