HomeMy WebLinkAboutPlansELF` I!,
r.
Rd. 221
, 30' Road Right of Way Easement (Presrlcptive)
Green
Northeast 1/16 Corner
oPer Subdivision Exemption Plat.
Section 11. Found
in
Standard Monument
County Road No, 221 - Paved Surface
50' Utility and Drainage Easement
W/Brass Cap, PLS 9009
N 89°01'49' W
792,09'
30' Witness Corner
652�87' ce
30' WC -. - - .- �. R_o_d No_221_- Paved Surfa
139r�2'
-Count.
----._.
------ - ----._---
---_-.- �
30' WC
Exist, Ovhd.'
Utility Lines)
-
Existing Emergent)Access
10 LOT 8
I
Gate to County IR
ad No. 221
11 K11
!n' 11-
l
i
7 Jm:
co
i ! n�y e J
2.87 Acres 60.00'-►1 E I
{ I a in
I
-_,------ 12' Utility and Drainage Easement 1 Cw
--
_--------_ _\\ 1 0,
-S - 89°01'49" E------545.57_-- m
- 10' Utility Easement G = 89°25'1\6" E U
0 1 1 OT R= 50.00, \ a
L 1 L = 78'03'
h I 2.03 Acres '
m
12' Utlllty and Drainage Easement S: L
- - - -
ai I
L
0149` E:_ --
s w a
-429.29-. - - -
10' Utnity Easement G 57°50'S \ a
Ul
I L= 50 48' \ t a E
LOT b m
�1
ow 'I
5370 N i 2,01 Acres au V_
I \�C6J
LOT
M1'-----_.-_.-_..-
12' Utilityand Drainage Easement 5 \
9--..-_---....,, � 7
7
2,45 Acres
---S 69°01'49' E-.-_..--443,99-.-.-` �
- - - -�
�
1
.�
10' Utility Easement `` g� Sep'
S89'36'33'E
a
5 `8\
co
VICINITY MAP
i
NI
2,00 AcresLOT
ce D'
m
GRAPHIC SCALE
:P
N
l 1
I
c
L----_--1�' UtiUt and Drai.nnge Easement
L---------------
3ia6'
in
CO
I
w
--
^
o
y
I
--------S 89°01'49' E---------6a1.20-------- -
10' Utility Easement
00
N
I
a
ma
LOT 4
ate-. a
1 2.00 Acres
I
I I
�d
I
1
0
1
T
0
06
+
1,..-----T 12' Utiltnd gE-as-eme'nt
CN
20
Ramp C7 L
ra k
�
-ai
-`--`----
2 e and
utnity Accessl
---..-603.00_-.. -----.--
aser�el'�t-
v
Utility Easement
----
w
(
I
-111
f
1 LOT
N 89°52'28" E 1
ti
2.00 Acres
D' Utlllty and
Esmt,
rainage
_�----12 UtilityandDrainage Easement
--------
-' -
1
3 0
~�
3
'LOT 1 P
10 a
--"1------S
89°Ji'49" E------.__604.73'_----
--
a'
I 2,31 Acres 1 z
10' Uti;ity Easement
•-
N Qi
ou
l 1
I
p
o
m
45DD LOT 2
I
i I,
W
I 3,91 Acres
00
ml
60,00'
i
�n
I
I
I it
( IN FEET)
1
10' Utility Easement
10'
i inch = 100 ft.
1
(typical)
I
i-�- 10,
OO Indicates Set No. 5 Rebar W/Plastic Cap, PLS No, 27613
12' Utllit
and Dr Ina e Easement
DATE OF SURVEY, FEBRUARY, 2004
DATE OF MAPPING, NOV, 2006
-- �
I
-
S 89°29'33 E- - -
o Drainage and
OS78'- ^-- - --'-- - --215.00=-
o 10 Utility Eas
ment Fire Storage
g
iu
1
Total
Acreage of Subdivision - 32,26 acres
n
in Utility Esmt,'
�I
Easement
L---
� 1
U
I
C3
I
Total
Total
No. of - to
Commercial
Commerc a! Acreage - 30.51 acres 30.00'
o
a
, -i
v-n--- ^�
X - --
fir\\
_
1
I
Total
dedicated Street Right of Way - 1J5 acres. S SB°58'OS` E
L 01 L10
\
C4
I
103.04'
88°58'OS" W
_a __I.._,__--
� I5 UtllltuEcsement
--.i15' Utility
LIl -- � L12
_ - '-- -'
,
1
Center 1/4 Corner
Section 11. Found
Standard Monument
W/Brass Cap, PLS 9009
OWNER/APPLICANT
BIG R ENNTERPRISES LLC
C/O ROBERT REGULSKI
P. , BOX 0 9
RIFLE, CO. 81650
970-623-2410
r NERAL OWNERS, Ie.oO
TO THE PORTION OF THE PROPERTY IN THE NW114SE114 OF SECTION 11,
"1WNSHIP 6 SOUTH RANGE 93 WEST OF THE 6TH P.M,,
ILTER C, OLINGER AND ETHNA M CONNER
'.33 TETON TOAD
,AND JUNCTION, CO.
, s03 20,00'
<S TO THE REMAINDER OF THE PROPERTY,
BIG R ENTERPRISES
P.O. BOX 9
PILFLE, CO.
"650
I'JERAL LESSEES+
TO THE PORTION OF THE PROPERTY IN THE NW114SE114 OF SECTION 11,
:>/NSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M,,
,iERO RESOURCES II CORPORATION
-_5 SEVENTENTH STREET
UITE 300
LAVER, CO.
_202
AS TO THE REMAINDER OF THE PROPERTY:
APULLO ENERGY, LLC
7--,DEN STREET
oD
ER, CO.
Sh 2et
1 (1 1
Client: Bob Regulski
Drawn By: S. Phelps
1 %'_-'L13--... LYI4 _1\ \�L17 r w o I
r o-
Refer to plan attachments for
Garfield Count
y
Building Requirements
and comprehensive list of
Plan Review Notations.
APPROVED
SUBJECT TO NOTED
EXCEPTIONS 8 INSPECTIONS
GARFIELD COUNTY
BUIL I DEPARTMENT
DATElBYO_
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
well
Pight.nF'.8gn4rdnn
East -Center 1/16 Corner
Section 11, Found
Standard Monument
W/Brass Cap, PLS 9009
Found Rebar W/
Alum. Cap, PLS-
9009
It 2 L16 C /� L9
E I 1 )n7 "`���
Drainage d 1 i I Exist. C2 �O_ I ( Utility
UtilityCt�' Bldgg. Exist.
srF/F 5963:8 3 gidgg.. Septa 3,66' Easement(s)
�,i ! sB F/F 5365.2
Ekst LOT 1 Esc �6
X ' Bd pp
F/F d. m 536 9
I I 1 N
w
- 1
vF a.9 8. �� � 93Ar m Acres - � 0+ Sept
P
to I I 10' Non-exctus7N Public
6,14'
Service easeneit.
/ Book 943, Page 189 ;w " /1i I 5Ee99t5'}
Cx:,stin) 8Book9'
Exist.
RatF/F s Pde 49• 153gg61.2 s
1 Asphalt 4 LINE DIREC
Ll S 25°3+
Lot L3 SN 211'10
III
L4 N 11*10
V L5 S 77°1,
A NO 1_6 N7-
Ni cone ace 1 Jed Sair, 0 e N� r� 1_8 SO'
cu I 6
o I I eldg' '. 1 E*1y<,� ,�� RpP Ls s8s
o I I F/F A8.6 - 1� O CJ'(P G RP��" L10 N8!
z I I 1 P9 �F1 I Nos
III
II
II
I
II
I
II �'
Date: 16/Jon./2006
.dwg File: 95.020.iinal
Job No.: 95-020
�0R Q PD L o ` e✓� dCztr`�� L13
L15
L16
L17
Lt8
4 Isp 09/07/07 add easements and ded.
3 sp OS/07/07 add note no. 11 AND 12
2 1 so 111/30/06 1 add note no. 10
290.71
142.50
117.57
290.93
134,76
63.81
100.43
FINAL SUBDIVISION PLAT
Big R Commercial Park Subdivision
A Tract of Land Situated in the East 112 of Section 11
Township 6 South, Range 93 West of the 6th PA,
County of Garfield, State of Colorado
COUNTY COMMISSIONERS CERTIFICATE
CERTIFICATE OF DEDICATjjjN AND OWNERSHIP THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY,
KNOW ALL MEN BY THESE PRESENTS, COLORADO THIS__________ DAY OF______________ _ A.D. 20 ------ FOR FILING- WITH
THE CLERK AND RECORDER ❑F GARFIELD COUNTY AND F12R CONVEYANCE TO THE COUNTY OF
THAT THE UNDERSINGED BIG R ENTERPRISES, LLC IS/ARE THE OWNER(S) OF THAT REAL GARFIELD PUBLIC DEDICATIONS SHOWN HEREDN) SUBJECT TO THE PROVISIONS THAT
PROPERTY SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO, AND BEING A PART OF APPROVAL IN NO WAY OBLIGATES THE COUNTY OF GARFIELD FOR THE FINANCING OR
THE E1/2 OF SECTION 11, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M, AS SHOWN ON CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED
THE ACCOMPANYING PLAT, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE COUNTY OF GARFIELD AND
PROPERTY DESCRIPTION O
FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE THE COUNTY F GARFIELD FOR
MAINTENANCE F STREETS AND UTILITIES DEDICATED T THE PUBLIC UNTIL CONSTRUCTION
A TRACT OF LAND SITUATED IN SECTION 11, 7❑WNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M., CE 0 S EE S U IL DEDIC E 0 E BIIC IL
COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT ❑F LAND BEING DESCRIBED BY METES AND BOUNDS OF IMPROVEMENTS THEREON SHALL HAVE BEEN COMPLETED TO THE SATISFACTION OF THE
AS FOLLOWS, BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO,
BEGINNING AT THE SOUTHWEST CORNER OF THE SEI/4NE1/4 OF SAID SECTION 11, SAID SOUTHWEST
CORNER BEING A STANDARD MONUMENT AND BRASS CAP, PLS NO. 9009 FOUND IN PLACE)
THENCE S.88'581051E. 302.16 FEET ALONG THE SOUTH LINE OF SAID SEI/4NE1/4 TO A POINT ON THE
NORTHERLY RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY ND, 61 THENCE S,64'27'00"W. BY: _____________________________________
1340,79 FEET ALONG SAID RIGHT OF WAYi THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE CHAIRMAN, BOARD OF COUNTY COMMISSIONERS
N,01°03'22'E 599.98 FEET TO A POINT ON THE SOUTH LINE OF THE SWI14NE114 OF SAID SECTION GARFIELD COUNTY, COLGRA➢C
111 THENCE S.88'58'05'E, 103,04 FEET ALONG THE SOUTH LINE OF SAID SWI/4NEI/A) THENCE WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD, COLORADR
DEPARTING SAID SOUTH LINE N.01'09'17'E, 1318.31 FEET TO A POINT ON THE NORTH LINE OF SAID
SWI/4NE1/41 THENCE ALONG SAID NORTH LINE 5.89°01'49'E. 792.09 FEET TO THE NORTHEAST CORNER
OF SAID SWI/4NE1/4i THENCE S.01°0519"V 1319.17 FEET ALONG THE EAST LINE OF SAID SWI/4NE1/4
TO THE POINT OF BEGINNING.
SAID TRACT OF LAND CONTAINS 32.26 ACRES AS DESCRIBED,
THAT SAID OWNER(S) HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS
THE 'BIG R COMMERCIAL PARK SUBDIVISION', A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO.
THAT ALL EXPENSES FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR
PURCHASER, NOT BY THE COUNTY OF GARFIELD.
IN WITNESS WHEREOF SAID OWNERS) HASCAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS
DAY OF ---------------- A.D., 2007.
OWNER, BIG R ENTERPRISES, LLC
BY:_____-_~ ___ _
ROBERT M. REGULSKI - MANAGER
STATE OF COLORADO )
S.S.
COUNTY OF GARFIELD >
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS________ DAY OF
-------------------- A.D. 20____, BY ROBERT M. REGULSKI, MANAGER, BIG R ENTERPRISES, LLC.
MY COMMISSION EXPIRES
WITNESS MY HAND AND SEAL
--------------------------------
NOTARY PUBLIC
OWNER: BIG R ENTERPRISES, LLC
BY:--- .... '--'---'----
PETER VAN DOMELEN - MANAGER
STATE OF COLORADO )
S.S.
COUNTY OF GARFIELD )
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS -------- DAY OF
-------------------PETER VAN DOMELEN, MANAGER, BIG R ENTERPRISES, LLC.
MY COMMISSION EXPIRES _____________
WITNESS MY HAND AND SEAL
------------------------
NOTARY PUBLIC
/
i
i
i
Tie, S 88°58'05' E
1015.31' °'East 1/4 Corner
Section 11. Found
Standard Monument
W/A(um, Cap, PLS 9009
PLAT NOTES,
WATERSHED PERMITS REQUIRE FOR ALL NEW USES ON
1) INDIVIDUAL CITY OF RIFLE ERS ED SHALL BE REQUIRED
ALL LOTS AND A COPY OF THE CURRENT AND SITE SPECIFIC PERMIT SHALL BE SUBMITTED WITH
ANY NEW APPLICATIONS WFOR A BUILDING PERMIT.
2) THE OWNERS OF ALL LOTS SHALL BE PROHIBITED FROM CONSTRUCTING OR USING ANY EXISTING
STRUCTURES FOR ANY DWELLING USES, THIS RESTRICTION IS DETAILED IN THE LOT OWNER'S
ASSOCIATION 'DECLARATIONS OF COVENANTS, CONDITIONS AND RESTRICTIONS' AS SUBMITTED AS
PART OF THIS FINAL PLAT, THE DOCUMENT PROVIDES THAT FUTURE RESIDENTIAL USE IS POSSIBLE
ON SPECIFIC LOT(S) WITH APPROVAL OF THE BOCC PURSUANT TO A RE -SUBDIVISION PROCESS
INCLUDING PRELIMINARY AND FINAL PLATTING WITH APPROVAL OF A WATER SUPPLY PLAN,
PAYMENT OF SCHOOL IMPACT FEES, REVIEW OF TRAFFIC IMPACTS AND ALL OTHER REVIEW
REQUIRED BY THE LAND USE CODE OF GARFIELD COUNTY THEN IN EFFECT,
3) ALL ISDS SYSTEMS MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER,
4) EACH NEW BUILDING SHALL BE REVIEWED AT THE BUILDING PERMIT PHASE TO EVALUATE ANY
ADDITIONAL FIRE PROTECTION REQUIREMENTS AND NO PERMIT WILL BE ISSUED WITHOUT A RIFLE
FIRE PROTECTION DISTRICT APPROVAL LETTER.
H A T HA N
5) SITE SPECIFIC GEOTEC NIC L STUDIES SHALL BE CONDUCTED FOR INDIVIDUAL NEW LOT
DEVELOPMENT AND A COPY OF EACH PERTINENT STUDY SHALL BE INCLUDED AS A PART OF ALL
NEW BUILDING PERMITS APPLICATION•
6) THE MAXIMUM LOT COVERAGE FOR ALL COMMERCIAL USES SHALL BE EIGHTY-FIVE PERCENT (85%).
7) ALL STREETS ARE TO BE DEDICATED TO THE PUBLIC, ARE NOT PRIVATE, AND SHALL BE
MAINTAINED BY THE LOT OWNER'S ASSOCIATION AS DETAILED IN THE DECLARATION OF COVENANTS.
8) ALL PERMISSIBLE COMMERCIAL ESTABLISHMENTS IN THIS DISTRICT SHALL BE ALLOWED WHEN
THESE FOUR (4) REQUIREMENTS ARE OBSERVED,
A) ALL FABRICATION, SERVICE AND REPAIR OPERATIONS ARE CONDUCTED WITHIN A BUILDING.
B) ALL STORAGE MATERIALS SHALL BE WITHIN A BUILDING OR OBSCURED BY A FENCE.
C) ALL LOADING AND UNLOADING OF VEHICLES IS CONDUCTED ON PRIVATE PROPERTY.
D) NO DUST, NOISE, GLARES OR VIBRATION IS PROJECTED BEYOND THE LOT
E) ALL LOT OWNERS SHALL MAINTAIN THAT ALL OUTDOOR LIGHTING SHALL BE DIRECTED
DOWNWARD AND INWARD.
9) AS EACH NEW BUILDING PERMIT IS SUBMITTED TO THE GARFIELD COUNTY BUILDING AND
PLANNING DEPARTMENT, EACH LOT OWNER SHALL ALSO SUBMIT THE MOST RECENT UP-TO-DATE
'COUNT OF THE ACTUAL AVERAGE DAILY TRIP ANALYSIS' AS REQUIRED TO BE DETERMINED BY THE
LOT OWNER'S ASSOCIATION AND APPROVED BY THE COLORADO DEPARTMENT OF TRANSPORTATION AT
VARIOUS INTERVALS THROUGHOUT THE DEVELOPMENT OF THE LOTS IN THE SUBDIVISION, THIS
REQUIREMENT IS DESCRIBED IN THE ACCESS AND UTILITIES/CDOT PERMIT COMPLIANCE SECTION OF
THE DECLARATION OF THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE BIG-R COMMERCIAL
PARK,
10) THE TOTAL AREA OF NON-RESIDENTIAL FLOOR SPACE WILL BE GOVERNEND BY THE LOT COVERAGE REQUIREMENTS
OF THE GARFIELD COUNTY ZONE DISTRICT REGULATION IN EFFECT AT THE TIME OF THE BUILDING PERMIT
APPLICATION. THEN NUMBER OF OFF-STREET PARKING SPACES SHALL BE THE MINIMUM NUMBER PER
COUNTY ZONE REGULATIONS AT THE TIME OF BUILDING PERMIT APPLICATION.
11) IT SHALL BE THE RESPONSIBILITY OF THE LOT OWNERS ASSOCIATION TO MAINTAIN THE FIRE PROTECTION
SYSTEM INCLUDING, BUT NdT LIMITED TO, FILLING AND MAINTAINING THE WATER LEVEL OF THE CISTERN(S)
AT ALL TIMES, ALL ASSOCIATED FIRE PROTECTION INFRASTRUCTURE AND THE EARLY DETECTION SYSTEM.
12) EACH NEW AND EXISTING ENCLOSED BUILDING SHALL BE EQUIPPED WITH AN EARLY DETECTION FIRE ALARM
SYSTEM INCLUDING BUT NOT LIMITED TO, HEAT DETECTION, SMOKE DETECTION WHERE APPLICABLE AND
MANUAL ACTIVATION,
ATTEST, __„_-_ _
COUNTY CLERK
ri
I, __________________ _ _ _ AN ATTORNEY LICENSED TO PRACTICE LAW IN THE
STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE PUBLIC, AS
DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS, CLAIMS AND
ENCUMBRANCES OF RECORD AND FURTHER THAT THIS SUBDIVISION IS IN SUBSTANTIAL
COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984.
BY;
-'-----`---------------------
ATTORNEY
DATE'------------------------------
GARFIELD COUNTY CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF
GARFIELD COUNTY AT ---------- O'CLOCK --- M., ON THE ---------- DAY OF
----
_, A.D. 20___., AND IS DULY RECORDED IN BOOK ------ PAGE
---------
______, RECEPTION NO,--------------:
CLERK AND RECORDER
-------------------
BY,---------------------
DEPUTY
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS,
CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S., 38-51-101 AND 102 AS REVISED.
BYI
GARFIELD COUNTY SURVEYOR
DATE, -------------------------------
LIEN HOLDER'S CERTIFICATE
THE UNDERSIGNED, BEING THE BENEFICIARY [IF A DEED OF TRUST UPON THE REAL PROPERTY WHICH
1S PLATTED AND SUBDIVIDED AS SHOWN UPON THIS PLAT, DOES HEREBY CERTIFY THAT IT HAS
REVIEWED THIS PLAT AND BY THIS CERTIFICATION DOES HEREBY CONSENT TO SAID SUBDIVISION
AND TO THE RECORDING THEREOF AND TO ALL DEDICATIONS MADE BY AND UPON THIS PLAT AS
STATED IN THE CERTIFICATION OF DEDICATION AND OWNERSHIP AND DOES HEREBY SUBORDINATE
ANY INTEREST IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATIONS TO THE ENTITIES TO
WHICH SUCH DEDICATIONS ARE MADE,
DATED THIS DAY OF 20
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
,A.D. 20 BY
MY COMMISSION EXPIRES _
WITNESS MY HAND AND SEAL
NOTARY PUBLIC
SURVEYOR'S CERTIFICATE
I, SAMUEL D. PHELPS, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED
UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE
PLAT OF THE 'BIG R COMMERCIAL PARK SUBDIVISION', COUNTY OF GARFIELD, STATE OF COLORADO,
AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN
ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS
THE LOCATIITN AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS
THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING
THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS 7TH DAY OF SEPTEMBER, A.D. 2007,
SAMUEL D. PHELPS Copy for Information Purposes only
COLORAD13 LICENSED PROFESSIONAL record copies are on file with the
LAND SURVEYOR # 27613 p
FOR AND ON BEHALF OF SURVCO, INC. Garfield County Clerk and Recorder's Office
SURVEYORS' NOTES
1) BEARINGS AS SHOWN HEREON ARE BASED UPON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 11
AS BEARING S.88.58'05'E. BY MEANS OF RTK GPS OBSERVATION.
MONUMENTATION BEING FOUND IN THE FIELD AS INDICATED HEREON,
2) THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS LAND SURVEYOR TO DISCOVER EASEMENTS
OR OTHER ENCUMBRANCES OF RECORD ALL INFORMATION PERTAINING TO OWNERSHIP, EASEMENT AND
OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT ISSUED BY
COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC., TITLE INSURANCE COMMITMENT ORDER NO.
0311047, EFFECTIVE DATE NOVEMBER 20, 2003,
NOTICE,
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT
IN THIS SURVEY MAP WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY MAP BE COMMENCED MORE THAN TEN YEARS FROM THE
DATE OF CERTIFICATION SHOWN HEREON,
SurvCo, In .
RTK GPS nventional Land a in Services
a6- enue
Post Office Box 2782
Glenwood Springs, CO. 81602-2782
Phone: (970) 945-5945 Fax: (970) 945-5946
Email: survco®gmail.Com
451-011 5461-37/8" 1
200 1-4 3/4112001-43/4 2001-43/411
C)
N
603'-0'1
61
Utility easement
GRAVEL DRIVE
AND PARKING
Site Plan
1 If
= 30'-0"
Septic System Design & Approvals:
ON -SITE WASTEWATER TREATMENT SYSTEM (O.W.T.S.) SHALL BE DESIGNED AND
INSPECTED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
SEPTIC DESIGN TO COMPLY WITH O.W.T.S. REGULATIONS AS ADMINISTERED BY
GARFIELD COUNTY'S PUBLIC HEALTH DEPT. PROVIDE FINAL APPROVAL FROM PUBLIC
HEALTH DEPT. PRIOR TO FINAL BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY.
1
812 grand avenue, suite 201 gws, colorado 81601
p. 970.309.4432 e. tiurt@hinge-architects.com
www.hinge-architects.com
Metal Shop
Big R Subdivision - Lot 4
Silt, Colorado 81652
E
Q)
I.
O
O
N
N_
I
co
W
00
Coto
QD f6UR KURT UTLH . �O
DRAWING ISSUE
PERMIT SUBMITTAL 09-01-20
Project designed and drawn
to adhere +Qtha ' IRC.
Site
CD
roof cover
Accessibility Requirements: Ln BUILDING ACCESSIBILTY REQUIREMENTS AS PER 2015 I.B.C., CHAPTER 11 AND I.C.C. A117.1-2009.
c- PROVIDE ACCESSIBLE ROUTE FROM PARKING AREA TO ACCESSIBLE ENTRANCE INTO OFFICE, INCLUDING
LANDINGS, RAMP, RAILINGS, ETC.
0
0
0
2C
/
/
/
/
/
/
/
EGRESS
EGRESS
MATERIAL
RACK
PUNCH
AREA
Accessible Restroom:
RESTROOM FACILITIES ARE REQUIRED IN THIS BUILDING, INCLUDING A LAVATORY AND
WATER CLOSET. ACCESSIBLE RESTROOM SHALL COMPLY WITH ACCESSIBILITY REQUIRE-
MENTS PER I.B.C, CHAPTER 11 AND I.C.C. A117.1- 2009 INCLUDING 36" WIDE DOOR &
60" DIAMETER TURN RADIUS WITHIN THE RESTROOM.
Ventilation Light & Heatigg:
LIGHT, VENTILATION & TEMPERATURE CONTROLS AS PER 2015 I.B.C., CHAPTER 12.
PROVIDE EXHAUST VENTILATION AT RESTROOM AS PER SECTION 1203 AND THE I.M.C.
F\ ---
14 x 14
� , I
\
SHOP
O
I
Q0
LOBBY
51/2"
am
0�-$���
STORAGE
SAW
AREA
Building Egress:
EGRESS REQUIREMENTS PER 2015 I.B.C., CHAPTER 10. LOCKS, LATCHES& LANDINGS
AT DOORS AS PER SECTION 1010. VERIFY DIRECTIONAL EXIT SIGNS & EMERGENCY
LIGHTING LOCATIONS PRIOR TO ELECTRICAL ROUGH -IN INSPECTION.
SAW
AREA
al m
OCCUPANCY GROUP: F-2 - LOW HAZARD OCCUPANCY
MAX OCCUPANCY PER OWNER : 6 PERSONS
USE: METAL FABRICATION AND ASSEMBLY, METAL CUTTING
AND WELDING, PAINTING
--7
I
,8x10//'
I `\ � I
I _
� >\
I
EGRESS
UP
EGRESS
Electrical Requirements:
ELECTRICAL PERMITTING & INSPECTIONS BY COLORADO STATE ELECTRICAL BOARD.
ELECTRICAL ROUGH -IN APPROVAL IS REQUIRED AT FRAME INSPECTION, AND FINAL
ELECTRICAL APPROVAL IS REQUIRED PRIOR TO FINAL BUILDING INSPECTION AND
CERTIFICATE OF OCCUPANCY.
MAIN LEVEL
SCALE: 3/1611 = 11
-0"
P
Metal Shop
Big R Subdivision - Lot 4
Silt, Colorado 81652
Coto
9
�0 :RT L. 0
{`rpFMUTH
DRAWING ISSUE
PERMIT SUBMITTAL 09-01-20
PERMIT UPDATE 10-15-20
PERMIT UPDATE 10-28-20
Project designed and drawn
to adhere licthe 2015 IRC.
A2.1
812 grand avenue, suite 201 gws, colorado 81601
p. 970.309.4432 e. burt@hinge-architects.com
www.hinge-architects.com
REVISIONS
DATE: I BY:
Q
L.
In
n
n
n
rel
80'-0"
—
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I--—T------------------1— —r— �— �—
—
(
A
TL.. _. _ LI � I J ..-
I II._ s1 I I ._.. J I
I
I'-0" UNO
I III I
III III III
si
� III III III I
" '
I 1-0UNO I I I I I
1
.
F
I
I
r. � III III III
I I I c I c I I c �.
E I I s�' ���%� I I ��� .��
..
I
I
jll III Ili D
L
_J
I'
I I I
T.O. SLAB
j
l I I VERIFY w/BUILDER I I
4
!
5" CONCRETE SLAB
/ I I w/#3 REBAR ON 15" 6RID I I
OVER 12" OF STRUCTURAL FILL
N
ji N III III III i I
o
N
%I III III III
j I (ALONG ENDWALLS) c b I
F
�
� � III III III C
1
i/—
I' I
41
I I I I I I I I
I III I I I I I
I I
I III III III I
I I I I I I I I
I
I I
M
I I I I I
I I
I I I I I I
2O 10 TYP. I
I III III D I'
I I I I 52 10 TYP.
13'-0" 14'-0" S-0" I I I I
c d (ALON651DEWALLS) A I
B 4 TYPICAL
I I S1 (AT CORNERS) 5
l 4
S1
------- -- ----- 1---1-------------------1——I-------------------J-- }—J-------------------J
I
L.. _.. .. _..J L.. _..
20'-0" 20'-0"
.._..J L..-.. ..-..J
20'-0" 20'-0"
'-
n U U
FOUNDATION PLAN
SCALE: 1/4"*'-0"
CONCRETE SLAB #5 REBAR
REINFORCEMENT CONTINUOUS
°
CONCRETE
SEE PLAN TIE BEAM
FILL PER SOILS REPORT
Q
50 LE DA4TIONQSECTION
Lei
U
1O
0
NOTES:
REFER TO HERITAGE BUILDING 5Y5TEMS'5 (1-155) JOB #11-B-49"143
PLAN SHEETS 01, 02, FI, F2, F3 8 F4 FOR ADDITIONAL
LAYOUT DETAIL, ANCHOR BOLT 51ZE/LOCATION5, ETC.
HB5 PLAN SHEETS Cl 8 02 REFERENCE THE IBC 2012, HOWEVER, HISS 15 SENDING
A PE STAMPED LETTER STATING THESE PLANS MEET THE IBC 2015 CODE.
THI5 FOUNDATION DESIGN IS BASED ON DOCUMENTATION SUPPLIED BY THE OWNER,
ARCHITECT, CONTRACTOR AND GEOTECHNICAL ENGINEER. EVERY EFFORT
HAS BEEN MADE TO COORDINATE THEIR CONCEPTS INTO THI5 DESIGN,
HOWEVER, THI5 ENGINEER 15 NOT RESPONSIBLE FOR ERRORS OR OMISSIONS
BY OTHERS. THIS ENGINEER IS TO BE NOTIFIED IMMEDIATELY IF FIELD
CONDITIONS OR BUILDING CONSTRUCTION DIFFERS FROM THI5 DESIGN.
REFERENCES:
SOILS REPORTS: HP 6EOTEGH JOB# 104 106; FEBRUARY 24, 2004
CODE: INTERNATIONAL BUILDING CODE 2015
TYPE OF DE516N: SLAB ON GRADE
CONSTRUCTION:
METAL BUILDING
LOCATION:
LOT 4, BIG R INDUSTRIAL PARK, RIFLE, GO
501L TYPES:
BEARING CAPACITY:
FOOTINGS - DESIGN BEARING IS 1,500 psf
DE516N CRITERIA:
DE516N LOADING PER IBC 2015
ROOF - 40/20/3, 63 psf TOTAL
FLOOR - VARIES
EXPOSURE C, 40 mph
GENERAL NOTES:
- ALL CONCRETE SHALL BE MINIMUM 4,000 PSI (In 28 days), TYPE 1-11 SULFATE RE515TANT
CEMENT; DO NOT ADD CALCIUM CHLORIDE.
- ALL STEEL SHALL BE MINIMUM GRADE 60 (UNLESS OTHERWISE NOTED) AND PLACED IN
ACCORDANCE WITH IBC STANDARDS WITH A MINIMUM OF 3 IN. OF CONCRETE COVER OVER
501L (2" IF A MOISTURE BARRIER 15 USED) AND 2 1/2 IN. OF CONCRETE COVER ELSEWHERE.
- ALL STEEL SHALL BE SUPPORTED AT A MINIMUM OF 4 FT INTERVALS BY TYIN6.
- MINIMUM LAP FOR CONTINUOUS REINFORCING STEEL SHALL BE 26 IN. WHEN
SPLICED IN STRA16HT WALL RUNS AND 46 IN. WHEN SPLICED IN CORNERS.
- ALL SLABS SHALL HAVE EXPANSION JOINTS WHERE ADJOINING STRUCTURAL
CONCRETE ELEMENTS AND SHALL BE REINFORCED WITH
#3 REBAR PLACED ON 18" GRID. CONTROL JOINTS IN OPEN FLOOR
AREAS SHALL BE GUT OR POURED AND SHALL BE PLACED TO AFFORD A MAXIMUM
UNJOINTED AREA OF 240 50. FT.
- 5011_5 EXPOSED BY FOUNDATION EXCAVATION SHALL BE MOISTENED PER 6EOTECHNICAL
ENGINEER'S RECOMMENDATIONS.
- ALL CONCRETE ELEMENTS SHALL BE PLACED ON COMPACTED NATIVE SOIL OR COMPACTED
STRUCTURAL FILL PLACED PER THE SOILS REPORT.
- CONCRETE SHALL NOT BE POURED ON FROZEN SOIL.
- ADEQUATE DRAINAGE SHALL BE PROVIDED TO CHANNEL SURFACE WATER FLOW5 AWAY
FROM THE BUILDIN6 FOUNDATION LINE FOR A MINIMUM DISTANCE OF 10 FT,
RECOMMENDED SLOPES OF 5% FOR UNPAVED AREAS AND 2% FOR PAVED AREAS.
REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION.
- IMPERMEABLE GUTTERS OR PIPING SHALL BE EMPLOYED TO CHANNEL WATER FLOW5
FROM EAVE TROUGHS AND FR05T TAP5 AWAY FROM FOUNDATION LINE FOR A MINIMUM
DISTANCE OF 10'. LAWN SPRINKLERS SHOULD BE LOCATED A MINIMUM OF 10'
FROM FOUNDATION LINE
- PROVISIONS SHALL BE TAKEN TO ADEQUATELY SUPPORT FOUNDATION WALLS FROM
LATERAL STRESS PRIOR TO 5AGKFILLIN6 (ADEQUATE OURIN6 TIME CRITICAL).
- MATERIAL USED TO BACKFILL THE FOUNDATION EXCAVATION SHALL NOT BE
EXPANSIVE IN NATURE.
- FOUNDATION CONSTRUCTION, INCLUDING EXCAVATION, COMPACTION, BAGKFILLIN6,
AND SUBSURFACE DRAINS SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL
ENGINEER'5 SUBSURFACE SOILS RECOMMENDATIONS FOR THIS PROPERTY.
- REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION ON SUB6RADE
COMPACTION REQUIREMENTS.
SPECIAL NOTES:
O STRUCTURAL FILL TO EXTEND 24" BEYOND THE BUILDING SLAB EDGE
O2 OPTIONAL PAD/PILASTER 8 TIE BEAM, SEE DETAIL ON SHEET 52
O3 OPTIONAL HELICAL PIER GAP 8 TIE BEAM, SEE DETAIL ON SHEET 52
® SLOPE TOP OF CONCRETE BETWEEN DOOR 3 SLAB EDGE TO DRAIN
O PILASTER TO BE -6" EACH SIDE OF BASE PLATE TYPICAL
Soils Report:
OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION TO VERIFY 1,500 P.S.F.
SOIL BEARING CAPACITY.
O
U
Z
0
WU
UD
CoQ
0�
Z
41
(7
0
W
Q
Z
ZE
0
D (D
5
E 2N
�i
W�NN
201-
E
U�0)Y
'w
<NNdY
�+
z
0
O
Q
c)
LZ
LL
z
O
In
W
z
o
0
LL
LD
O
J
r
5" CONCRETE SLAB SHEET NOTCH (OPTIONAL) U
w/ REINFORCEMENT RE: METAL BUILDING PLANS W
n
'n REINFORCEMENT WATERPROOF SEAL TYP. 0
T.O. SLAB
VIF w °a a' ° fLATWORK (OPT:) EL DRIVEWAY SLAB, '' ° 'a
7 7 4 DATE: 7/15/2020
�� - ?n 3"° 3" 36" FROST DEPTH
MONOLITHIC
#4 CONTINUOUS \t _ CONCRETE SLAB ° '.4"6 PERIMETER
w/ 3" CONCRETE COVER FILL PER SOILS REPORT "�%RDRAIN EPORT SOILS SCALE: AS NOTED
-, SEE PLAN FILL PER SOILS REPORT #4 REBAR, (2)TOP.
4"0 PERIMETER DRAIN--'� FILL PER SOILS REPORT LA
ec (2)BOTTOM, CONT. DRAWN BY: KPM
PER SOILS REPORT
JOB: 200602
OFOUNDATION `LECTION 05CALE:
FOUNDATION SECTIONrs
SCALE: 3/4" = I'-O" 3/4" = I'-O"
1