HomeMy WebLinkAboutPLANS Max Storage 1748 Mountain View Court 2022-01-06PROJECT
LOCATION
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PEAK VIEW DR.
ACACIA DR.
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
NOT TO SCALE
VICINITY MAP
MAP TAKEN FROM TOWN OF ESTES PARK DIGITAL MAP
1) ZONING - CH- COMMERCIAL HEAVY
2) SETBACKS - 15 FEET FROM STREETS (25 FEET FROM ARTERIAL), 0 FEET FROM REAR AND 0 FEET FROM SIDES.
3) ALL EXTERIOR LIGHTING SHALL BE SHIELDED AND DOWNCASTING; (REFER TO ESTES VALLEY DEVELOPMENT
CODE CHAPTER (EVDC) 7, SECTION 7.9 ). ALL STREET LIGHTS WILL NOT EXCEED 15 FT IN HEIGHT.
4) ALL DISTURBED AREAS WILL BE RESEEDED OR SODDED WITH NATIVE GRASSES/WILDFLOWER MIX. ALL NEW
TREES AND SHRUBS WILL BE MAINTAINED IN A HEALTHFUL CONDITION. ALL AREAS WILL BE IRRIGATED.
5) TRASH ENCLOSURES WILL BE SCREENED WITH A SOLID FENCE AND ANIMAL RESISTANT.
6) CONTRACTORS MUST CALL UTILITIES NOTIFICATION CENTER OF COLORADO PRIOR TO EXCAVATING
(1-800-922-1987).
7) THE BUILDING HEIGHT WILL BE WITHIN THE LIMITS SET FORTH IN THE REVISED HEIGHT MEASUREMENT
PROVISION OF THE EVDC.
8) ALL INTERSECTIONS SHALL HAVE STOP SIGNS INSTALLED TO M.U.T.C.D. STANDARDS.
9) ALL REQUIRED IMPROVEMENTS SHALL BE COMPLETED OR GUARANTEED IN ACCORDANCE WITH EVDC 7.12 AND
10.5.K PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY
10) THE OWNER SHALL BE REQUIRED TO PROVIDE FOR HANDICAP ACCESSIBILITY IN ACCORDANCE WITH THE
A.D.A., I.B.C. AND EVDC 7.11.J REQUIREMENTS.
11) CONTOURS ARE 1-FOOT INTERVAL.
12) CONDUITS, METERS, VENTS AND OTHER MECHANICAL EQUIPMENT ATTACHED TO THE BUILDING OR
PROTRUDING FROM THE ROOF SHALL BE SCREENED, COVERED OR PAINTED TO MINIMIZE VISUAL IMPACT.
13)NOTICE FROM TOWN OF ESTES PARK PUBLIC WORKS (08/24/2020):
IT IS ACKNOWLEDGED THAT THE EXISTING ELLIPTICAL CULVERT REQUIRES MAINTENANCE IN ORDER TO SERVE THE
PROPOSED DEVELOPMENT. COORDINATION WITH PUBLIC WORKS DURING CONSTRUCTION WILL AIM TO RESTORE
THE DOWNSTREAM CONVEYANCE CAPACITY.
SITE PLAN DEVELOPMENT NOTES:
1) A PRIVATE WATER LINE EXTENSION WILL BE REQUIRED FOR DOMESTIC SERVICE FIRE PROTECTION. THIS INFRASTRUCTURE MUST
BE INSTALLED; TESTING PERFORMED/PASSED AND ACCEPTED BY THE DIVISION PRIOR TO ISSUANCE OF ANY BUILDING PERMITS.
ANY PROJECT PHASING OF THE INFRASTRUCTURE MUST BE SUBMITTED WITH THE CONSTRUCTION DRAWINGS FOR APPROVAL
PRIOR TO CONSTRUCTION. PHASED INFRASTRUCTURE MUST BE COMPLETED AND ACCEPTED PRIOR TO ISSUANCE OF ANY
BUILDING PERMITS WITHIN THE PHASE.
2) CONSTRUCTION DRAWINGS MUST BE SUBMITTED FOR REVIEW, APPROVAL AND SIGNATURES BY THE UTILITIES DIRECTOR OR HIS
DESIGNATED REPRESENTATIVE. NO INSTALLATION OF ANY PROJECT INFRASTRUCTURE IS ALLOWED UNTIL THE CONSTRUCTION
DRAWINGS HAVE BEEN SIGNED. ALONG WITH THE SUBMISSION OF THE CONSTRUCTION DRAWINGS PROVIDE THE CONTACT
INFORMATION OF THE FIRM OR PERSON ACTING AS UTILITY CONSTRUCTION MANAGER FOR THE PROJECT.
3) CONSTRUCTION DRAWINGS MUST INCLUDE:
·PLAN AND PROFILE TO SHOW POTENTIAL CONFLICTS BETWEEN WATER AND OTHER UTILITIES INCLUDING CULVERTS, SHOW UTILITY
EASEMENT LOCATIONS WHEN UTILITY IS NOT IN ROAD RIGHT OF WAY.
·METERING/TAP LOCATION PLAN (DRAWING) INDICATING TAP LOCATIONS AND SIZES, WATER METER LOCATIONS AND SIZES, AND
BUILDINGS SERVED BY EACH.
4) ALL WATER LINE DESIGN AND CONSTRUCTION SHALL BE DONE ACCORDING TO THE WATER UTILITY POLICIES AND STANDARDS.
5) BACKFLOW PREVENTION DEVICES WILL BE REQUIRED AT SOME LOCATIONS, CONTACT THE CROSS-CONNECTION CONTROL
SPECIALIST AT 970-577-3625 TO DISCUSS AND REVIEW THE REQUIREMENTS RELATING TO POTENTIAL HAZARDS ON THE PROPERTY.
6) THE EXISTING WATER SERVICE LINE(S) MUST BE ABANDONED AT THE TAP WHEN THE NEW PROPOSED FIRE SPRINKLER/SERVICE
LINES ARE PLACED IN SERVICE.
7) FOR ANY STRUCTURE REQUIRED TO HAVE A FIRE SUPPRESSION SYSTEM, A DETAILED DRAWING MUST BE TURNED IN TO THE
WATER DIVISION NOTING:
·LOCATION, SIZING AND TYPE OF BACKFLOW PREVENTION DEVICE(S)
·ENGINEERED FLOW REQUIREMENTS FOR THE FIRE SPRINKLER SYSTEM, PIPE SIZE BASED ON NFPA TABLE 10.10.2.1.3, FIRE FLOW
PRODUCED AT A MAXIMUM VELOCITY OF 10FT/SEC.
WATER DEPARTMENT NOTES:
2"
4"
6"
8"
10"
PIPE SIZE FLOW RATE
12"
100 GPM
390 GPM
880 GPM
1560 GPM
2440 GPM
3520 GPM
8) SPILL CONTROL METHOD MUST BE SHOWN FOR PROPER DISPOSAL OF DISCHARGE FROM THE RELIEF VALVE, INDICATING
LOCATION AND SIZING OF DRAINAGE CAPABLE OF ACCOMMODATING THE DISCHARGE THAT COULD OCCUR.
9) FIRE SUPPRESSION LINES REQUIRE BOTH A CHLORINATION AND PRESSURE TEST, CONDUCTED BY A REPRESENTATIVE OF THE
WATER DIVISION PRIOR TO ACCEPTANCE. ANY FIRE SUPPRESSION LINE SERVICING A BUILDING FROM THE WATER MAIN IS A
PRIVATE SERVICE LINE AND MUST BE NOTED AS SUCH ON THE DEVELOPMENT PLAN AND THE SUBDIVISION PLAT. FUTURE REPAIR
OR MAINTENANCE REQUIRED ON THIS SERVICE IS THE SOLE RESPONSIBILITY OF THE PROPERTY OWNER. FIRE SUPPRESSION
LINES REQUIRE A STATE CERTIFIED FIRE LINE INSTALLER AND MUST HAVE THE APPROPRIATE FORMS COMPLETED AND
SUBMITTED TO THE ESTES VALLEY FIRE MARSHALL.
10) ALL CONSTRUCTION AND PROCESSES SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL FIRE CODE (2009
EDITION), THE INTERNATIONAL BUILDING CODE (2009 EDITION) AND TOWN OF ESTES PARK CODES AND STANDARDS.
1) PLEASE SCHEDULE A REQUIRED MEET AT SITE WITH JOE LOCKHART, LINE SUPERINTENDENT AT (970)577-3613.
2) ALL TRENCHING AND CONDUIT WILL BE PERFORMED AND INSTALLED BY THE TOWN OF ESTES PARK LIGHT AND POWER DIVISION. THIS WILL BE
INVOICED TO THE DEVELOPER.
3) SERVICE LINE TRENCHING & CONDUIT (BETWEEN THE METER AND THE BUILDING) TO BE PROVIDED AND INSTALLED BY DEVELOPER TO TOWN
SPECIFICATIONS.
4)LIGHT AND POWER REQUIRES ONE 1½” ORANGE PVC SPARE CONDUIT FROM THE JUNCTION BOX/TRANSFORMER INTO THE BUILDING AT LIGHT AND
POWER'S EXPENSE.
5) UTILITY PEDESTALS MUST BE SPACED AT A MINIMUM OF ONE FOOT APART.
6) TRANSFORMERS CANNOT BE PLACED MORE THAN 250 FEET FROM THE BUILDING BEING SERVICED.
7) ALL NEW METER CANS MUST HAVE A BYPASS.
8) ALL INFRASTRUCTURES MUST BE PAID IN ADVANCE TO THE TOWN OF ESTES PARK. NO BUILDING PERMITS WILL BE APPROVED BY LIGHT & POWER
UNTIL SUCH TIME.
9) ALL NEW CONSTRUCTION MUST BE UNDERGROUND.
10) ALL OTHER MATERIAL WILL BE PURCHASED FROM & INSTALLED BY THE TOWN OF ESTES PARK.
11) ALL TOWN OF ESTES PARK LIGHT AND POWER LINES, (PRIMARY/SECONDARY) MUST HAVE A 20 FT. UTILITY EASEMENT. THIS EASEMENT CAN BE
SHARED BY WATER, PHONE AND CABLE.
12) WATER MUST BE AT LEAST 4FT FROM ELECTRIC.
13) ALL SERVICES MUST BE ON THE OWNER'S PROPERTY OR BE WITHIN A DESIGNATED EASEMENT.
14) THE SIZE OF THE SERVICE MUST BE SHOWN ON THE ELECTRICAL DRAWINGS.
15) ALL EXISTING LINES MUST BE SHOWN ON THE ELECTRICAL DRAWINGS.
16) TRANSFORMERS/JUNCTION BOXES MUST BE IN AN EASEMENT, OR IF POSSIBLE ON THE PROPERTY LINE.
17) ALL PRIMARY LINES MUST BE 4FT DEEP WITH RED WARNING TAPE AT 2FT.
18) ALL SUBDIVISION MUST BE DESIGNED BY AN ELECTRICAL ENGINEER.
19) ALL PIPES MUST BE SCHEDULE 40 GRAY PVC PIPE. ALL CONDUIT MUST BE PUT INTO A PIPE RACK. THERE MUST BE 2-2INCH, 2-4INCH AND 2-6INCH
CONDUITS IN A PRIMARY TRENCH.
20) TOWN MUST HAVE OWNERSHIP OF ALL ROAD CROSSINGS.
21) ON UNDERGROUND ELECTRIC SERVICES, IT WILL BE THE ELECTRICIAN'S RESPONSIBILITY TO DIG THEM INTO THE TRANSFORMERS OR PEDESTALS.
22) THE ELECTRICIAN WILL NEED TO SCHEDULE WITH L&P TO UNLOCK AND OPEN TRANSFORMERS OR PEDESTALS.
23) ALL TEMPORARY AND PERMANENT ELECTRIC SERVICES WILL BE CONNECTED BY LIGHT & POWER WITHIN 5 BUSINESS DAYS AFTER THE STATE
ELECTRICAL INSPECTION & FEES ARE PAID.
24) PERMANENT METER SOCKETS MUST BE PERMANENTLY MARKED WITH ADDRESS OR UNIT NUMBER.
25) ALL SPARE CONDUITS WILL BE PROVIDED BY LIGHT AND POWER AND TO BE INSTALLED BY THE DEVELOPER AT THEIR COST. LIGHT AND POWER
WILL NOT REIMBURSE CONTRACTOR OR DEVELOPER FOR CONDUIT OBTAINED ELSEWHERE.
LIGHT & POWER DEPARTMENT NOTES:
COVER SHEET
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
1954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
14. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF THE IMPROVEMENTS SHALL MEET OR
EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CONTRACT DOCUMENTS.
15. THE CONTRACTOR SHALL HAVE, ON-SITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE
APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, A
COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, AND EASEMENTS.
16. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF
SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.
17. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL NECESSARY
FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR
DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED
OTHERWISE.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE
TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED
WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP,
LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET
INSPECTOR.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET
OR RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL
ENTITY'S INSPECTOR AT ALL TIMES. THIS INFORMATION SHALL BE PROVIDED TO PROJECT
MANAGER UPON COMPLETION OF THE PROJECT.
20. AREAS DISTURBED BY GRADING SHALL BE CONTOURED SO THEY CAN BE REVEGETATED AND
SHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER CONSTRUCTION, USING
NATIVE SPECIES SIMILAR TO THOSE GROWING ON THE SITE WHEN SUCH REVEGETATION DOES
NOT CONTRIBUTE HAZARDS. REVEGETATION SHALL BE SUFFICIENT TO PROVIDE EROSION
CONTROL AND TO PREVENT THE INVASION OF WEEDS.
21. ON MAN-MADE SLOPES OF TWENTY-FIVE PERCENT (25%) OR GREATER, PLANT MATERIALS WITH
DEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND
REDUCE SURFACE RUN-OFF.
22. THE FIRE ALARM ROUGH WIRING SHALL BE INSPECTED AND APPROVED BY DORA ELECTRICAL
INSPECTOR PRIOR TO COVERING OF SYSTEM WIRING. PERMIT FOR FIRE ALARM WIRING MUST
BE OBTAINED FROM THE DORA ELECTRICAL PROGRAM.
23. DEFERRED SUBMITTALS INCLUDE: PRE-ENGINEERED ROOF TRUSS PLAN.
24. DEFERRED SHOP DRAWING SUBMISSION IS REQUIRED FOR THE FIRE PROTECTION SYSTEM.
DEFERRED SUBMISSION SHALL BE PROVIDED TO THE AUTHORITY HAVING JURISDICTION FOR
REVIEW AND APPROVAL.
1. DEPTH OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS:
FULL DEPTH OF ALL EMBANKMENTS
BASES OF CUTS AND FILLS 0.5 FEET
2. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED
SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID SEPARATELY.
3. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS
ORDERED. COST FOR DUST PALLIATIVE WILL NOT BE MEASURED OR PAID FOR SEPARATELY
BUT SHALL BE INCLUDED IN THE WORK.
4. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL
TIMES. AREAS AND FACILITIES SUBJECT TO FLOODING, REGARDLESS OF THE SOURCE OF
WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE TOWN.
5. RELOCATION OF EXISTING UTILITIES IS NOT PART OF THIS CONTRACT EXCEPT AS SHOWN ON
THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY
RELOCATIONS BY UTILITY COMPANIES IN HOW IT IMPACTS HIS WORK SCHEDULE AND WORK
PROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING
CONSTRUCTION AND SHALL HOLD THE DEVELOPER AND IT'S ENGINEER HARMLESS FOR
DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE UTILITY
ADJUSTMENTS TO ELIMINATE CONFLICT WITH PROGRESS OF THE WORK.
6.UTILITIES
SANITARY SEWER: UPPER THOMPSON SANITATION DISTRICT
CONTACT: NATHAN ROMIG (970) 692-4237
ELECTRIC: ESTES PARK POWER AND COMMUNICATIONS
CONTACT: JOE LOCKHART (970) 577-3607
WATER: TOWN OF ESTES PARK
CONTACT: CHRIS ESHELMAN (970) 577-3630
UTILITY LOCATE: 1-800-922-1987.
7. TRENCHES OVER FIVE FEET IN DEPTH SHALL BE EITHER SHORED OR TRENCH WALLS SHALL BE
SLOPED TO THE APPLICABLE OSHA REGULATIONS.
8. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPROPRIATE OSHA
REGULATIONS AND STANDARDS INCLUDING, BUT NOT LIMITED TO, 29 CFR PART 1926, OSHA
STANDARDS-EXCAVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SLOPING
AND BENCHING FOR PROTECTION OF EMPLOYEES IN EXCAVATIONS PLUS METHODS FOR
PHYSICAL PROTECTION FOR FALL PROTECTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, AT HIS EXPENSE, ANY PROPERTY
PINS OR SURVEY MONUMENTS DESTROYED DURING CONSTRUCTION.
10. OVERHEAD POWER AND TELEPHONE LINES ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES LOCATIONS AND TAKING
NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OVERHEAD LINES PRIOR TO AND
DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL COORDINATE WITH EMERGENCY ASSISTANCE AGENCIES TO INSURE
THAT EMERGENCY VEHICLES ARE NOT HINDERED DURING CONSTRUCTION.
12. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON
THE BEST AVAILABLE INFORMATION.
13. EXISTING UTILITIES: KNOWN SEWER, WATER, GAS MAINS, TELEPHONE CONDUITS, ELECTRIC
CABLES, AND OTHER UNDERGROUND STRUCTURES ARE SHOWN ON THE DRAWINGS ONLY TO
THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE
ENGINEER. THERE IS EXPECTED TO BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND
QUANTITY OF UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE
CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR
COMPLETE. THE CONTRACTOR WILL MAKE THE INVESTIGATION DEEMED NECESSARY TO
VERIFY THE CORRECTNESS AND EXTENT OF THE UTILITIES. THE CONTRACTOR SHALL, AHEAD
OF EXCAVATION, LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES SO THEY WILL NOT
BE ACCIDENTALLY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY AND LIABILITY FOR ANY DAMAGE TO UNDERGROUND UTILITIES AND
STRUCTURES.
GENERAL NOTES:GENERAL NOTES (CONT'D):
PLAN NOTES:
CORNERSTONE ENGINEERING AND SURVEYING, INC. IS NOT A
GUARANTOR OF THE PERFORMANCE OF THE WORK.
CORNERSTONE ENGINEERING AND SURVEYING, INC. IS NOT RESPONSIBLE
FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE
BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATED THERETO.
CORNERSTONE ENGINEERING AND SURVEYING, INC. EXERCISES NO
CONTROL OVER THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING
COMPONENTS, FORMS, OR OTHER WORK AIDS USED IN OR ABOUT THE
PROJECT, OR OVER THE SUPERINTENDING OF THE SAME.
WRITTEN SCALES ON PLAN ARE FOR FULL SIZED 24" x 36" PLANS AND DO
NOT APPLY TO REDUCED PLAN SETS.
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/2021
1
1
1
Michael
Todd, P.E.
2021.12.1
4
16:39:35
-07'00'
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
01/06/2022
THIS STRUCTURE MUST
COMPLY WITH THE
REQUIREMENTS OF THE
2020
NATIONAL ELECTRICAL CODE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
O
H
P
O
H
P
1800 SF
FF=7590.75
800 SF
FF=7591.25
800 SF
FF=7592.25
800 SF
FF=7592.75
1600 SF
FF=7593.25
880 SF
FF=7593.25
45.0
40
.
0
20.0
20
.
0
80
.
0
22
.
0
40.0
40.0
40
.
0
10' UTILITY &
DRAINAGE
EASEMENT
10' UTILITY &
DRAINAGE
EASEMENT
15' BUILDING
SETBACK
11'±
15.9'±
EXISTING 21"
ELLIPTICAL CULVERT
U.S.INV= 7682.33
D.S INV= 7680.62
(SEE NOTE #13)
ACACIA DRIVE
OH
P
OH
P
OH
P
7700
7
6
9
5
76
9
5
7
6
9
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7690
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D =3 °1 4 '3 5 """""""""""""""""""""""""""""""""""""""""
6 4.50'''''''''''''''''''''''''''''''''''''''''
C H =S 2 9°26'48" WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
R =75.00'''''''''''''''''''''''''''''''''''''''''
L =6 6.67'''''''''''''''''''''''''''''''''''''''''
D =5 0°56'06"""""""""""""""""""""""""""""""""""""""""
4 3 .2 5'''''''''''''''''''''''''''''''''''''''''C H =S 8 0 °4 9 '59" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =6 0 .00'''''''''''''''''''''''''''''''''''''''''
L =4 4 .25'''''''''''''''''''''''''''''''''''''''''
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=60.00'''''''''''''''''''''''''''''''''''''''''
L=124.74'''''''''''''''''''''''''''''''''''''''''
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=119°07'17"""""""""""""""""""""""""""""""""""""""""
LOT 5
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 7
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 4
ACACIA CORNER
ZONED CH-COMMERCIAL
HEAVY
LOT 1
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
60' PUBLIC
RIGHT-0F-WAY
50' PUBLIC
RIGHT-0F-WAY
44'
20.00
20'
ASPHALT
SURFACE
EXI
S
T
I
N
G
W
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O
D
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A
M
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800 SF
FF=7593.25
20.0
20.0 20.0 20.0
800 SF
FF=7591.75
20
.
0
20
.
0
800 SF
FF=7593.25
800 SF
FF=7593.25
800 SF
FF=7593.25
RO
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=
7
6
1
6
.
4
±
92.05X
91.25X
90.03X
R10.00
R25.00
(7687.6)X
(7687.2)X
90.96
X
6
.
7
5
%
8
.
2
%
91X
90X
89X
88X
3.4%
4.5%
1.50%
PROPOSED
GRASS LINED
DRAINAGE
SWALE @ 2.0%
90 X
92.73X2.0%
3.5%
91.63X
90.63X
4.
6
%
93.13X 93.13X 92.63X 92.63X 92.13X 92.13X 91.63X 91.63X 91.13X 91.13X 90.63X 90.63X
90.63 XINV=90.97X
INV=89.23X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
R8.00
R25.0089X
3.
0
%
(7687.7)X
(7687.2)X
(7686.1)X
(7687.5)X
(7687.6)X
(7687.3)X
ASPHALT
SURFACE
9
6
S S S S S S
T
9
7
9
8
9
8
9
5
9
4
9
3
9
2
91 90
89 88
91
9092
93
93
92
92
91
95
96
9
4
9
5
97
PROPOSED CONCRETE
CURB & GUTTER
PROPOSED CONCRETE
CURB & GUTTER
23'
14.4'±
BUILDING 'A'
PROPOSED SELF
STORAGE UNITS
EXISTING ASPHALT
ROADWAY
MOUNTAIN VIEW COURT
EXISTING 8" SEWER MAIN
PROPOSED RIPRAP
DRAINAGE SWALE
19.50
(TYP.)
9.00
8.00
5.00
24.3
3
15' BUILDING
SETBACK
PROPOSED 5-FOOT SI
D
E
W
A
L
K
W
W
W
W
W
EX
I
S
T
I
N
G
6
"
W
A
T
E
R
L
I
N
E
10' UTILITY &
DRAINAGE
EASEMENT
PROPOSED 25 KVA
TRANSFORMER
EXISTING
GUY-WIRE TO
BE MODIFIED
SS
SS
SS
SS
SS
PROPOSED FIRE LINE &
WATER SERVICE
(FIRE LINE SIZE TO BE
DETERMINED DURING FIRE
SUPPRESSION DESIGN)
PROPOSED 4"
SEWER SERVICE
PROPOSED CONCRETE
PAN TO PROMOTE STORM
FLOWS FROM ACACIA TO
BE DIRECTED TO THE
EXISTING CULVERT
PROPOSED
ACCESSIBLE RAMP
W/ DETECTABLE
WARNING
9
3
9
2
9
1
9
0
TOW 88.5
BOW 86
TOW 88.5
BOW 86
PROPOSED WATER
QUALITY POND
DETENTION BASIN 2
~763 CF88
87 86
TOW 89
BOW 87
PROPOSED WATER
QUALITY POND
DETENTION BASIN 1
~692 CF
92.30
X
92.05X92.30X
PROPOSED 40LF
15" ADS
CULVERT @ 1.0%
U.S.INV=7588.64
D.S.INV=7588.24
PROPOSED 74 LF
15" ADS CULVERT
@ 1.0%
US. INV= 7588.24
D.S. INV =7587.50
PROPOSED NYOPLAST
MANHOLE PRODUCT
No. 2836AG10 OR
APPROVED EQUAL
RIM=7591.5
INV=7588.24
1600 SF
FF=7593.25
FG
94.0
X
93.0
X
93.0
X
TOW 98.5
BOW 94.5
TOW 98.0
BOW 93.0
93
TOW 94.0
BOW 93.0
PROPOSED
DRY-STACK
ROCK WALLPROPOSED
CONCRETE
RETAINING
WALL
BUILDING 'B'
PROPOSED SELF
STORAGE UNITS
85
PROPOSED
RECYCLED
ASPHALT
PROPOSED DRY
STACK RETAINING
WALL
89X
90X
91X
92.2 X
92.75 X
92.75 X
1.4% (MAX.)
12'
B
E
T
W
E
E
N
EAV
E
S
SUBJECT PROPERTY LINE
BUILDING SETBACK LINE
EXISTING EASEMENT AS NOTED
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
W EXISTING WATER LINE
S EXISTING SEWER LINE
G EXISTING GAS LINE
5020
EXISTING TELEPHONE PED
EXISTING POWER POLE
EXISTING SEWER MANHOLE
EXISTING TREE (TYP.)
X X X X X X EXISTING FENCE
PROPOSED SEWER CLEANOUT
WOVEN GEOTEXTILE FABRIC MEETING:
ASTM D4751-AOS US STD SIEVE #50 TO #70,
ASTM D4633 MIN. TRAPEZOIDAL TEAR
STRENGTH 100x60 LBS, MINIMUM COE
SPECIFIED OPEN AREA OF 4%
4" Ø PERFORATED
HDPE PIPE
3.0 FT. MIN.
LINER OVERLAP
18" MIN. ASTM C 33 SAND
WRAP ALL GEOTEXTILE FABRIC
AND IMPERMEABLE LINERS TO
THE TOP OF SAND LAYER.
SECURLEY ATTACH TO WALLS
OR SIDES OF BASIN.
RIPRAP OUTLET
PROTECTION
8" MIN. GRAVEL LAYER THAT
MEETS CDOT SPECIFICATION 703
FOR AGGREGATE No. 3,4, OR 67.
(AASHTO MR43 No. 3,4, OR 67)
3 D MIN.
D
NONWOVEN GEOTEXTILE
(SEE SPECIFICATION IN
PROFILE VIEW)
4"
3"
8"
M
I
N
.
GR
A
V
E
L
LA
Y
E
R
18
"
M
I
N
.
AS
T
M
C
3
3
SA
N
D
4" Ø PERF.
HDPE PIPE
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
SITE PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
2954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/2021
LEGEND:
6040200
SCALE 1" = 20'
20
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
2. INSTALL PERMANENT BLOCKING UNDER TAPPING VALVE PRIOR TO WET TAP.
BELL, COUPLING, VALVE OR OTHER OBSTRUCTIONS.
1. TAPPING SLEEVE SHALL BE PLACED A MINIMUM OF 24" FROM ANY
NOTES:
TAPPING VALVE
C
THRUST
BLOCK
NEW WATER
EXISTING TOWN MAIN
TAPPING SLEEVE FOR WET TAP
TO BE TAPPED
L
LC
MAIN
TYPICAL TAPPING SLEEVE & VALVE DETAIL
NOT TO SCALE
2621DOUBLE GRADE CLEANOUT
NOT TO SCALE
GRAVITY SEWER
UTSD DETAIL REF. #
PROPOSED 6"
GATE VALVE
PROPOSED 6"
D.I.P. FIRE LINE
PROPOSED 1-1/2"
CURB STOP
MECHANICAL
ROOM
5'
MAX.
PROPOSED 6"
GATE VALVE
PROPOSED 1-1/2" 'K'
COPPER WATER
SERVICE
PROPOSED SERVICE
INSULATOR
PROPOSED 1-1/2"
CORP STOP
BRASS SERVICE
SADDLE
FIRE LINE SERVICE TAPPING DETAIL
NOT TO SCALE
MIN. COVER TO
RIGID PAVEMENT, H
6" FOR 30"-60" PIPE
SPRINGLINE
SIDEWALK/CURB AND GUTTER TYPICAL DETAIL
NOT TO SCALE
FILTRATION POND DETAIL
NOT TO SCALE
TYP. FILTRATION POND SECTION
NOT TO SCALE
TYPICAL PIPE TRENCH DETAIL
NOT TO SCALE
1
1
1
Michael
Todd, P.E.
2021.12.1
4 16:39:10
-07'00'
Reviewed by
SAFEbuilt
01/06/2022
16
'
-
0
"
16
'
-
0
"
23
'
-
2
"
16
'
-
0
"
40'-0"
12
4
0'-6"
16
'
-
0
"
12
4
0'-6"
EXISTING
GRADE
EXISTING
GRADE
20'-0"
12'X14'
GARAGE
DOOR
8'-0"
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
3068 MAN DOOR
3068 MAN DOOR
12'X14'
GARAGE
DOOR
8'x10'
GARAGE
DOOR
3068 MAN DOOR
3068 MAN DOOR
BUILDING ELEVATIONS
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
3954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
JLRAGENCY COMMENTS 08/03/202008/17/2020
JLRREVISE PROPERTY ADDRESS09/15/2020
EAST ELEVATION
SCALE 1/8" = 1'-0"
SOUTH ELEVATION
SCALE 1/8" = 1'-0"
WEST ELEVATION
SCALE 1/8" = 1'-0"
NORTH ELEVATION
SCALE 1/8" = 1'-0"
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
BUILDING A
BUILDING B
BUILDING B
BUILDING A
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/2021
Michael
Todd, P.E.
2021.12.1
4 16:38:52
-07'00'
Reviewed by
SAFEbuilt
01/06/2022
FF=7590.75
FF=7591.25
FF=7592.25
FF=7592.75
FF=7591.75
40
'
20'-61
4"
20'-61
4"
20'-61
4"
20'-61
4"
5'-81
4"
5'-11
2"
8'-61
2"
5'-11
2"
5'-11
2"
2'-10"
TOW 96.25
TOF 90.75
TOW 95.25
TOF 90.25 TOW 94.25
TOF 91.75 TOW 93.25
TOF 90.50 TOW 92.25
TOF 89.50 TOW 90.75
TOF 86.50
TOW 91.25
TOF 87.25
40
'
-
0
"
FF=7593.25
TOW 93.25
TOF 90.75
TOW 92.75
TOF 90.25TOW 93.25
TOF 90.75 TOW 92.25
TOF 91.75TOW 92.75
TOF 89.25 TOW 91.75
TOF 89.25TOW 92.25
TOF 89.75 TOW 91.25
TOF 88.75TOW 91.75
TOF 89.25 TOW 90.75
TOF 88.25TOW 91.25
TOF 88.75
TOW 90.75
TOF 86.50
TOW 90.75
TOF 88.25
A
A
'
A
A
'
A
A
'
A A'
A
A'C
C'
C
C'
C
C'
C
C'
C
C'
12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
45'-0"
3068
DOOR
12'-6"
12'-61
2"
30'-0"
20'-0"
20'-0"
20'
20'-0"
10'-0"
145'-0"
(2' MIN.) 2"
POLYSTYRENE
INSULATION
5'
-
8
"
4'-8"
D D'
162'-0"
40
'
-
0
"
FF=7593.25
FF=7593.25
40
'
-
0
"
TOW 98.25
TOF 92.92
TOW 97.25
TOF 92.92
TOW 96.25
TOF 92.92
TOW 97.25
TOF 92.92
TOW 96.25
TOF 92.92 TOW 95.25
TOF 92.92
TOW 94.25
TOF 91.98
TOW 93.25
TOF 90.92
36
'
-
4
"
25
'
-
1
0
"
143'-10"
72'-0"
TOW 93.25
TOF 90.75
AA'
A A'
A
A
'
A
A
'
BB'
BB'
BB'
BB'
BB'
12'X14''
GARAGE DOOR
20'-0"
20'-0"20'-0"40'-0"40'-0"22'-0"
3068
DOOR
69'-61
4"
39'-61
4"
79'-61
4"
20'-0"20'-0"20'
20'-0"16'-0"7'-0"9'-0"
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
8'X10''
GARAGE DOOR
FI
R
E
RI
S
E
R
(2' MIN.) 2"
POLYSTYRENE
INSULATION4'-8"
5'
-
8
"
DD'
SECTION A-A'
NOT TO SCALE
WALL DETAIL A
8"
8"
#4 @18" OC
HORIZONTAL
W/ (3) BAR MIN.
(3) #4 REBAR
CONT.
#4 REBAR @
48" O.C. WALL < 4'
FF/TOW EL = PER PLAN
FOOTER TO
UNDISTURBED
SOIL OR BEDROCK
4" CONCRETE SLAB w/ 6x6
W1.4xW1.4 WELDED WIRE
FABRIC REINFORCEMENT (TYP)
4"
36"
600 S 162-97 STUDS @ 24" O.C.
SIMPSON RCKW5.5
FASTENING PER DETAIL @
24" OC W/ 1
2" WEDGE
ANCHOR w? 5" MIN. EMBED
BOTTOM TRACK
16"
1
2" EXPANSION MATERIAL
6"
STRUCTURAL BACKFILL
COMPACTED TO 95%
PROCTOR
SECTION C-C'
NOT TO SCALE
FND DETAIL C
4"
4" CONCRETE SLAB w/ 6x6
W1.4xW1.4 WELDED WIRE FABRIC
OR FIBER MESH REINFORCEMENT
(TYP)
4"BLD A=12"
8"
(2) #4 REBAR
CONT.
1/2"x10" J BOLTS @ 30" O.C.
w/ 2"X2" X 3
16" WASHERS 2"x PRESSURE TREATED OR
TIMBER STRAND
SILL PLATE (TYP.)
2x6 WALL w/ 1
2" GYPSUM SHEATHING
EACH SIDE, ATTACH SHEATHING
PER BRACE WALL SCHEDULE
2"x PRESSURE TREATED OR
TIMBER STRAND
SILL PLATE (TYP.)
PER
PLAN
8"
4" CONCRETE SLAB
W/ 4"x4" W1.4xW1.4
WELDED FABRIC
FF EL = PER PLAN
(3) #4 REBAR
CONTINUOUS
1/2"x10" J BOLTS @ 30" O.C.
w/ 2"X2"X 3
16" WASHERS
4"
SECTION B-B'
NOT TO SCALE
THICKENED SLAB DETAIL B
2x6 WALL w/ 1
2" GYPSUM SHEATHING
EACH SIDE, ATTACH SHEATHING
PER BRACE WALL SCHEDULE
NOTES*
HOLDDOWN (HD) SCHEDULE
HD # MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
SIMPSON STHD14
1
1. ALL EXTERIOR SHEATHING TO BE SET PERPENDICULAR TO SUPPORTS, VERTICAL EDGES SHALL FALL UPON 6", 12 GAUGE STUDS
(6X1.625C) SPACED 24" O/C TYP (SEE PLAN).
2. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE.
BRACED WALL PANEL SCHEDULE - STUDS @ 16"
NOTES:
BLOCKED?DESIGNATION
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
OSB or PLYWOOD
EXTERIOR ONLY (NOTE 2)
7/16"YES
SHTH. THICKNESSWALLRATED STRUC.
SHEATHING TYPE EDGES
HORIZONTAL
MINIMUM
CONNECTOR TYPE
(OR EQUAL)
12"6"
FIELD SPACINGEDGE SPACING
(NOTE 2)
7/16"YES #8 SCREW (STEEL STUDS)
12"4"
OSB or PLYWOOD
EXTERIOR ONLY
0.12" NAIL X 15
8" MIN or
#6 SCREWS
GYPSUM BOARD
BOTH SIDES 1/2"
YES
7"7"
INDICATES SIMPSON HOLD-DOWN STRAP.
ATTACH PER DETAILS.
1 (NOTE 2)
#8 SCREW (STEEL STUDS)
ALL PARTITION
WALLS
1-12"
end distance
#4 rebar
continuous
SIMPSON
Strong-Ti
e
â
Typical STHD
Corner Installation
DESIGN CRITERIA
ALL CONSTRUCTION METHODS PER 2015 IBC
RISK CATEGORY = I
ELEVATION = 7650
LIVE FLOOR LOAD = 250 PSF
SNOW
GROUND SNOW LOAD = 67 PSF
SNOW LOAD IMPORTANCE FACTOR = 0.80
SNOW EXPOSURE = 1.0
THERMAL FACTOR = 1.2
ROOF SNOW LOAD = 45.02 PSF
WIND
ULTIMATE WIND LOAD = 175 MPH
(3 SECOND GUST, EXPOSURE C)
WIND IMPORTANCE FACTOR = 1.0
ALTITUDE CORRECTION FACTOR = 0.80
SEISMIC
MINIMUM SEISMIC DESIGN CATEGORY = B
SEISMIC IMPORTANCE FACTOR = 1.0
SEISMIC COEFF (Fa*Ss) = 0.34
SECTION D-D'
NOT TO SCALE
WALL DETAIL D
8"
8"
#4 @18" OC
HORIZONTAL
W/ (3) BAR MIN.
(3) #4 REBAR
CONT.
#4 REBAR @
48" O.C. WALL < 4'
FF/TOW EL = PER PLAN
FOOTER TO
UNDISTURBED
SOIL OR BEDROCK
4" CONCRETE SLAB w/ 6x6
W1.4xW1.4 WELDED WIRE
FABRIC REINFORCEMENT (TYP)
4"
36"
600 S 162-97 STUDS @ 24" O.C.
W/ R19 (MIN.) INSULATION
SIMPSON RCKW5.5
FASTENING PER DETAIL @
24" OC W/ 1
2" WEDGE
ANCHOR w? 5" MIN. EMBED
BOTTOM TRACK
16"
1
2" EXPANSION MATERIAL
6"
(2' MIN.) 2"
POLYSTYRENE
INSULATION
STRUCTURAL BACKFILL
COMPACTED TO 95%
PROCTOR
FOUNDATION PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
4A954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
-FOOTINGS-
DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 3,500 PSF ON THE
EXISTING SUBGRADE, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS LIVE LOAD.
ALL FOOTINGS TO BE SET ON EXISTING SUBGRADE.
REINFORCED CONCRETE:
DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14).
CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301).
STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80).
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM
A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE
40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS,
MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN
WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS,
SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT
SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS.
EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE
CONCRETE SHALL BE AS FOLLOWS:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
B. EXPOSED TO EARTH OR WEATHER:
#5 BAR, W31 OR D31 WIRE, AND SMALLER
C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:#11 BAR AND SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT
STIRRUPS, TIES, SPIRALS
ALL REINFORCING STEEL IS TO BE TIED IN PLACE PRIOR TO PLACING CONCRETE. NO WET SETTING OF
REINFORCING WILL BE PERMITTED.
A REPRESENTATIVE OF THE ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION PRIOR TO
FOUNDATION CONSTRUCTION.
Intended Use f'c, psi
28day Ratio
W/C
Aggregate
Maximum
inches
Slump
Percent
Entrained Air
Type
Cement
Comments
Admixtures,
I/II2-4%63/4" Stone3,000Footings .5
3/4" StoneWalls 4,500 .45 6%4 I/II
3/4" StoneExt slab on grade 4,500 .45 6%4 I/II
3/4" StoneInt slab on grade 3,500 .5 2-4%4 I/II Fibermesh
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL
BUILDING CODE (IBC). THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCTION
DOCUMENTS ARE MORE RESTRICTIVE.
2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR.
3. CONTROL JOINTS ARE TO ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A
MINIMUM DEPTH OF 1". (1
4 DEPTH OF CONCRETE SLAB)
4. ALL FOOTINGS AND PIERS TO BEAR ON EXISTING SUBGRADE.
NOTES:
3"
1-1/2"
3/4"
1-1/2"
1-1/2"
FOUNDATION DESIGN
STATEMENT OF SPECIAL INSPECTIONS:
FLOOR SLABS AND FOUNDATION WALLS ARE EXCLUDED FROM THE SPECIAL INSPECTIONS PER IBC
1705.3.
FREQUENCY OF CONCRETE STRENGTH TESTS (#6 OF TABLE 1705.3) IS TO BE ONE PER DAY.
BUILDING 'A'
SCALE 1/8" = 1'-0"
BUILDING 'B'
SCALE 1/8" = 1'-0"
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/20211
1
1
111
Michael
Todd, P.E.
2021.12.1
4 16:38:32
-07'00'
Reviewed by
SAFEbuilt
01/06/2022
40
'
40
'
-
0
"
20'-0"
20'-0"
20'-0"
20'-0"
20'-0"
45'-0"
12'-6"
12'-61
2"
30'-0"
20'-0"
20'-0"
20'
20'-0"
10'-0"
145'-0"
G
4B 5 G
4B 5 G
4B 5 G
4B 5 G
4B 5
F
4B 5 G
4B 5
12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
3068
DOOR
PRE-ENGINEERED TR
U
S
S
E
S
@ 24 O.C.
162'-0"
40
'
-
0
"
40
'
-
0
"
20'-0"
20'-0"20'-0"40'-0"40'-0"22'-0"
10'-0"20'-0"20'-0"20'-0"20'-0"20'
20'-0"16'-0"7'-0"9'-0"G
4B
5 G
4B
5 G
4B
5 G
4B
5 G
4B
5
G
4B
5
G
4B
5 E
4B
5 F
4B
5
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
3068
DOOR
12'X14''
GARAGE DOOR
8'X10''
GARAGE DOOR
PRE ENGINEERED TRUSSES
@ 24" O.C.
DESIGN CRITERIA
ALL CONSTRUCTION METHODS PER 2015 IBC
RISK CATEGORY = I
ELEVATION = 7650
LIVE FLOOR LOAD = 250 PSF
SNOW
GROUND SNOW LOAD = 67 PSF
SNOW LOAD IMPORTANCE FACTOR = 0.80
SNOW EXPOSURE = 1.0
THERMAL FACTOR = 1.2
ROOF SNOW LOAD = 45.02 PSF
WIND
ULTIMATE WIND LOAD = 175 MPH
(3 SECOND GUST, EXPOSURE C)
WIND IMPORTANCE FACTOR = 1.0
ALTITUDE CORRECTION FACTOR = 0.80
SEISMIC
MINIMUM SEISMIC DESIGN CATEGORY = B
SEISMIC IMPORTANCE FACTOR = 1.0
SEISMIC COEFF (Fa*Ss) = 0.34
PRE-ENGINEERED TRUSSES REQUIRE
DEFERRED SUBMITTAL TO THE BUILDING DEPT.
NOTES:
ROOF FRAMING PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
4B954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
BUILDING 'B'
SCALE 1/8" = 1'-0"
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/20211
ROOF FRAMING PLAN
BUILDING 'A'
SCALE 1/8" = 1'-0"
ROOF FRAMING PLAN
Michael
Todd, P.E.
2021.12.1
4 16:38:02
-07'00'
Reviewed by
SAFEbuilt
01/06/2022
40'-0"
16
'
-
0
"
WALL SHEATHING
PER BRACED WALL
SCHEDULE
TYVEK WRAP (OR
APPROVED EQUAL)
12
4
SIMPSON H7Z
HURRICANE TIE
EACH END
PRE-ENGINEERED
TRUSS @ 24" OC
TO BEAR ON
EXTERIOR WALLS
50 YEAR ARCHITECTURAL
SHINGLES OVER 30# FELT,
OVER 5
8" SHEATHING (TYP)
METAL SIDING
5/8" DRYWALL
5/8" DRYWALL
4" CONCRETE FLOOR ON
COMPACTED SUBGRADE
6x1.625 C STUDS
@ 24" O.C.
7/16" OSB TO BE
PLACED HORIZONTAL
TOP TRACK
BOTTOM TRACK
TRUSSES TO ALIGN
WITH STUDS
TOP TRACK
NOTES*
HOLDDOWN (HD) SCHEDULE
HD # MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
SIMPSON STHD14
1
1. ALL EXTERIOR SHEATHING TO BE SET PERPENDICULAR TO SUPPORTS, VERTICAL EDGES SHALL FALL UPON 6", 12 GAUGE STUDS
(6X1.625C) SPACED 24" O/C TYP (SEE PLAN).
2. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE.
BRACED WALL PANEL SCHEDULE - STUDS @ 16"
NOTES:
BLOCKED?DESIGNATION
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
OSB or PLYWOOD
EXTERIOR ONLY (NOTE 2)7/16"YES
SHTH. THICKNESSWALLRATED STRUC.
SHEATHING TYPE EDGES
HORIZONTAL
MINIMUM
CONNECTOR TYPE
(OR EQUAL)
12"6"
FIELD SPACINGEDGE SPACING
(NOTE 2)
7/16"YES #8 SCREW (STEEL STUDS)
12"4"
OSB or PLYWOOD
EXTERIOR ONLY
0.12" NAIL X 15
8" MIN or
#6 SCREWS
GYPSUM BOARD
BOTH SIDES 1/2"
YES
7"7"
INDICATES SIMPSON HOLD-DOWN STRAP.
ATTACH PER DETAILS.
1 (NOTE 2)
#8 SCREW (STEEL STUDS)
ALL PARTITION
WALLS
DESIGN CRITERIA
ALL CONSTRUCTION METHODS PER 2015 IBC
RISK CATEGORY = I
ELEVATION = 7650
LIVE FLOOR LOAD = 250 PSF
SNOW
GROUND SNOW LOAD = 67 PSF
SNOW LOAD IMPORTANCE FACTOR = 0.80
SNOW EXPOSURE = 1.0
THERMAL FACTOR = 1.2
ROOF SNOW LOAD = 45.02 PSF
WIND
ULTIMATE WIND LOAD = 175 MPH
(3 SECOND GUST, EXPOSURE C)
WIND IMPORTANCE FACTOR = 1.0
ALTITUDE CORRECTION FACTOR = 0.80
SEISMIC
MINIMUM SEISMIC DESIGN CATEGORY = B
SEISMIC IMPORTANCE FACTOR = 1.0
SEISMIC COEFF (Fa*Ss) = 0.34
(2) 600S162-97 (50 KSI)
JAMB STUD
BOX HEADER
SIMPSON STRONG-TIE®
SHH6/54 EACH SIDE OF HEADER
EACH W/ (16) #10-16 SCREWS
TO JAMB & (16) #10-16 SCREWS
TO HEADER LOCATED AS
SHOWN
(1) CRIPPEL
STUD
800S200-97 (50
KSI) BOX HEADER
TOP TRACK DESIGNED AS A HEADER
BETWEEN ANCHORED STUDS
#10 SCREW
EACH FLANGE
SIMPSON STRONG-TIE®
RCKW 5.5 PER DETAIL
@ 24" OC
600 S 162 97 (50KSI)
STEEL STUDS @ 24"
OC
(6) #12-14 SCREWS
TO STUD
(1) 12" Ø WEDGE ANCHOR W/
5" MIN. EMBED
(2) 600S162-97
(50KSI)
JAM STUBS 362S162-68 (50KSI)
BOX HEADER
SIMPSON STRONG-TIE®
SHH3/68 EACH SIDE OF
HEADER EACH W/ (6) #10-16
SCREWS TO JAMB & (6) #10-16
SCREWS TO HEADER LOCATED
AS SHOWN
(1) 4"X2"X12 GA. ANGLE
X 5" LONG (50 KSI)
W/ (6) #10-16 SCREWS @ EACH
LEG
W8X21 BEAM W/ TRACK
TOP AND BOTTOM
LOWER HEADER
(1) TRACK MEMBER
SECTION OF STUD
ATTACHED W/ (4) #10 -16
SCREWS
ATTACH FULL HEIGHT STUD TO
CLOSURE TRACK W/ (2) #10-16
SCREWS @ 12" O.C.
(2) FULL HEIGHT JAM STUDS
(2) TRIMMER STUDS
CLOSURE TRACK
ATTACH TO TRIMMER STUD W/ (2)
#10-16 SCREWS @12" O.C.
FRAMING DETAILS
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
5954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
-FOOTINGS-
DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 3,500 PSF ON THE
EXISTING SUBGRADE, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS LIVE LOAD.
ALL FOOTINGS TO BE SET ON EXISTING SUBGRADE.
-ANCHOR BOLTS-
ANCHOR BOLT DIAMETER AND LOCATION TO BE PER VARCO PRUDEN STEEL BUILDING PLANS, JOB
#19-010322. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF ANCHOR PLATES AND BOLTS WITH
DRAWINGS FROM VARCO PRUDEN.
REINFORCED CONCRETE:
DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14).
CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301).
STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80).
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM
A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE
40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS,
MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN
WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS,
SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT
SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS.
EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE
CONCRETE SHALL BE AS FOLLOWS:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
B. EXPOSED TO EARTH OR WEATHER:
#5 BAR, W31 OR D31 WIRE, AND SMALLER
C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:#11 BAR AND SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT
STIRRUPS, TIES, SPIRALS
A REPRESENTATIVE OF THE ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION PRIOR TO
FOUNDATION CONSTRUCTION.
Intended Use f'c, psi
28day Ratio
W/C
Aggregate
Maximum
inches
Slump
Percent
Entrained Air
Type
Cement
Comments
Admixtures,
I/II2-4%63/4" Stone3,000Footings .5
3/4" StoneWalls 4,500 .45 6%4 I/II
3/4" StoneExt slab on grade 4,500 .45 6%4 I/II
3/4" StoneInt slab on grade 3,500 .5 2-4%4 I/II Fibermesh
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL
BUILDING CODE (IBC). THE ABOVE SHALL GOVERN EXCEPT WHERE THE CONSTRUCTION
DOCUMENTS ARE MORE RESTRICTIVE.
2. ALL STRUCTURAL BACK FILL MUST BE COMPACTED TO 95% STANDARD PROCTOR.
3. CONTROL JOINTS ARE TO BE SAW CUT AND ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION
AND HAVE A MINIMUM DEPTH OF 1".
4. ALL FOOTINGS AND PIERS TO BEAR ON EXISTING SUBGRADE.
NOTES:
3"
1-1/2"
3/4"
1-1/2"
1-1/2"
FOUNDATION DESIGN
STATEMENT OF SPECIAL INSPECTIONS:
SPECIAL INSPECTIONS ARE TO BE CONDUCTED ON THE FOUNDATION PIERS PER TABLE 1705.3 OF THE
2015 IBC.
FLOOR SLABS AND FOUNDATION WALLS ARE EXCLUDED FROM THE SPECIAL INSPECTIONS PER IBC
1705.3.
FREQUENCY OF CONCRETE STRENGTH TESTS (#6 OF TABLE 1705.3) IS TO BE ONE PER DAY.
1. INSULATION BELOW FLOOR SLAB WITH RADIANT HEAT TO BE R-15 FOR 48" FROM EXTERIOR WALL
WITH INTERIOR AREA TO BE R-10. PER IECC C402.2.5 &6.
RADIANT FLOOR SYSTEM
BUILDING TYPICAL SECTION
SCALE 1/4" = 1'-0"
8-FOOT GARAGE DOOR HEADER
NOT TO SCALE
3-FOOT DOOR HEADER
NOT TO SCALE
NOT TO SCALE
SIMPSON RCKW 5.5 FASTENER
NOT TO SCALE
SIMPSON RCKW 5.5 FASTENER
INSTALLATION @ 24" O.C. ON CONCRETE
12-FOOT GARAGE DOOR HEADER
NOT TO SCALE
54B
E
54B
F
54B
G
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/20211
1
1
1
Michael
Todd, P.E.
2021.12.1
4 16:37:46
-07'00'
Reviewed by
SAFEbuilt
01/06/2022
FF=7590.75
FF=7591.25
FF=7592.25
FF=7592.75
FF=7591.75
FF=7593.25
12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR 12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12
'
X
1
4
'
'
GA
R
A
G
E
D
O
O
R
3068
DOOR
T FIRE RISER
ELECTRIC
UNIT HEATER
FF=7593.25
FF=7593.25
12'X14''
GARAGE DOOR
3068
DOOR12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
12'X14''
GARAGE DOOR
8'X10''
GARAGE DOOR
T
FIRE RISER
ELECTRIC
UNIT HEATER
4" CW
4" GV
4" BACKFLOW
PREVENTER
4" PRV
4" METER
1" CW STUB
4" CW TO
BUILDING 'A'
1" CW
FIRE SUPPRESSION
FIRE SUPPRESSION
4" FLOOR DRAIN
4" STUB
(CAPPED)
(TYP.)
1-1/2"
VENT
TO SEWER
MAIN
1-1/2"
VENT
CLEANOUT
4" WASTE
LINE
FOUNDATION PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
6954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
BUILDING 'A'
SCALE 1/8" = 1'-0"
BUILDING 'B'
SCALE 1/8" = 1'-0"
DESCRIPTION MANUFACTURER
MARLEY/BERKO
MODEL
UNIT HEAT SCHEDULE
WATER ENTRY WHT500
ELECTRICAL DATA
WATTS OR AMPS VOLTS/PH.ID
UH-1 240V/1PH2.1
HEAT
FUEL INPUT (MBH/KW)
0.5 KWELECT.
OP. WT.
(LBS.)
6.0
OPTIONS
1, 2
NOTES
A
NOTES:
A. CEILING MOUNTED.
OPTIONS (SOME FIELD INSTALLED):
1. UNIT DISCONNECT SWITCH
2. INTEGRAL HEATING THERMOSTAT
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/2021
Michael
Todd, P.E.
2021.12.1
4 16:34:35
-07'00'
Reviewed by
SAFEbuilt
01/06/2022
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
O
H
P
O
H
P
80
.
0
10' UTILITY &
DRAINAGE
EASEMENT
10' UTILITY &
DRAINAGE
EASEMENT
15' BUILDING
SETBACK
11'±
15.9'±
ACACIA DRIVE
OH
P
OH
P
OH
P
7700
7
6
9
5
76
9
5
7
6
9
5
7690
769
0
76
9
0
7
6
8
5
76
8
5
S 86°00'00" E 200.00'
S
0
4
°
2
5
'
1
0
"
W
2
8
.
9
6
'
N
0
0
°
4
7
'
2
0
"
W
1
4
4
.
0
6
'
N
0
0
°
4
8
'
3
8
"
W
1
5
0
.
2
1
'
N 48
°
5
9
'
0
5
"
E
1
5
6
.
6
7
'
3 2 .2 6 '''''''''''''''''''''''''''''''''''''''''
C H =S 8 7 °5 2 '1 6 " EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =5 7 0 .0 0 '''''''''''''''''''''''''''''''''''''''''
L =3 2 .2 6 '''''''''''''''''''''''''''''''''''''''''
D =3 °1 4 '3 5 """""""""""""""""""""""""""""""""""""""""
6 4.50'''''''''''''''''''''''''''''''''''''''''
C H =S 2 9°26'48" WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
R =75.00'''''''''''''''''''''''''''''''''''''''''
L =6 6.67'''''''''''''''''''''''''''''''''''''''''
D =5 0°56'06"""""""""""""""""""""""""""""""""""""""""
4 3 .2 5'''''''''''''''''''''''''''''''''''''''''C H =S 8 0 °4 9 '59" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =6 0 .00'''''''''''''''''''''''''''''''''''''''''
L =4 4 .25'''''''''''''''''''''''''''''''''''''''''
D =4 2 °15 '06"""""""""""""""""""""""""""""""""""""""""
103.46'''''''''''''''''''''''''''''''''''''''''
C
H
=
N 18°28'38" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R
=60.00'''''''''''''''''''''''''''''''''''''''''
L=124.74'''''''''''''''''''''''''''''''''''''''''
D
=119°07'17"""""""""""""""""""""""""""""""""""""""""
LOT 5
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 7
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 4
ACACIA CORNER
ZONED CH-COMMERCIAL
HEAVY
LOT 1
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
60' PUBLIC
RIGHT-0F-WAY
50' PUBLIC
RIGHT-0F-WAY
44'
20.00
20'
ASPHALT
SURFACE
EXI
S
T
I
N
G
W
O
O
D
R
A
M
P
ASPHALT
SURFACE
9
6
S S S S S S
T
9
7
9
8
9
8
9
5
9
4
9
3
9
2
91 90
89 88
91
9092
93
93
92
92
91
95
96
9
4
9
5
97
23'
14.4'±
BUILDING 'A'
PROPOSED SELF
STORAGE UNITS
EXISTING ASPHALT
ROADWAY
MOUNTAIN VIEW COURT
EXISTING 8" SEWER MAIN
19.50
(TYP.)
9.00
8.00
5.00
15' BUILDING
SETBACK
PROPOSED 5-FOOT SI
D
E
W
A
L
K
W
W
W
W
W
EX
I
S
T
I
N
G
6
"
W
A
T
E
R
L
I
N
E
10' UTILITY &
DRAINAGE
EASEMENT
9
3
9
2
9
1
9
0
TOW 88.5
BOW 86
TOW 88.5
BOW 86
88
87
86
TOW 89
BOW 87
TOW 98.5
BOW 94.5
TOW 98.0
BOW 94.0
94
TOW 95.5
BOW 94.5
BUILDING 'B'
PROPOSED SELF
STORAGE UNITS
85
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
PLANVIEW
0 10 20
LANDSCAPING NOTES:
1) ALL DISTURBED AREAS SHALL BE RESTORED AS NATURAL-APPEARING LAND FORMS, WITH CURVES
THAT BLEND IN WITH ADJACENT UNDISTURBED SLOPES. ABRUPT ANGULAR TRANSITIONS AND LINEAR
SLOPES SHALL BE AVOIDED (SECTION 7.2.C1)
2) ALL AREAS DISTURBED BY GRADING SHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER
CONSTRUCTION, USING A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND
COVERS. THE DENSITY OF THE REESTABLISHED GRASS VEGETATION AFTER ONE (1) GROWING SEASON
SHALL BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS. (SECTION 7.2.C2)
3) ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE
NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY REVEGETATED WITH
A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS (SECTION
7.5.D4)
4) ON MAN-MADE SLOPES OF 25% OR GREATER, PLANT MATERIALS WITH DEEP ROOTING
CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUNOFF.
ALL MAN-MADE SLOPES GREATER THAN 50% WILL BE MULCHED AND NETTED TO ENSURE ADEQUATE
STABILIZATION AND REVEGETATION. (SECTIONS 7.2.C3 AND 4)
5) TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION SHALL BE
STOCKPILED AND CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION OR
LANDSCAPING, SUCH AS CUT-AND-FILL SLOPES. (SECTION 7.2C5)
6) NO TREES OR VEGETATION SHALL BE REMOVED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE.
(SECTION 7.3.D1)
7) CONIFER TREES SHALL BE SIZED AS 50% EIGHT FEET TALL AND 50% AT SIX FEET TALL AT PLANTING.
DECIDUOUS TREES SHALL BE SIZED AS 50% AT FOUR-INCH CALIPER AND 50% AT TWO-INCH CALIPER
PLANTING. SHRUBS SHALL BE 5 GALLON CONTAINER OR LARGER AT PLANTING. (SECTION 7.5.D2D)
8) ALL PLANT MATERIAL SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS FOR
NUMBER 1 GRADE, AND SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY
ACT, TITLE 35, ARTICLE 26, C.R.S., AS AMENDED. (SECTION 7.5.D.2E)
9) ALL LANDSCAPES SHALL INCLUDE A PROPERLY FUNCTIONING AUTOMATED SPRINKLER SYSTEM WITH
INDIVIDUAL DRIP LINES FOR NATURAL AREAS." (SECTION 7.5.D5) SPRINKLER SYSTEM TO BE
TEMPORARY FOR PLANT ESTABLISHMENT. SPRINKLER SYSTEM TO BE IN PLACE FOR A MAXIMUM OF 18
MONTHS.
10) REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. HE
PROPERTY OWNER IS RESPONSIBLE FOR REGULAR IRRIGATING, PRUNING, WEEDING, MOWING,
ERTILIZING, REPLACEMENT OF PLANTS IN POOR CONDITION AND OTHER MAINTENANCE OF ALL
PLANTINGS AS NEEDED. (SECTION 7.5.J1)
11) ALL TREES SHALL BE STAKED OR GUYED AND FENCED TO PROTECT FROM WILDLIFE DAMAGE. NO
CHAIN-LINK FENCING SHALL BE ALLOWED TO PROTECT LANDSCAPING FROM WILDLIFE DAMAGE.
(SECTION 7.5.12)
12) DEPARTMENT OF WILDLIFE SHALL NOT BE RESPONSIBLE FOR DAMAGE BY WILDLIFE.
13) IF CONSTRUCTION ACTIVITY RESULTS IN THE DEATH OF TREES SHOWN AS "TREE TO BE PROTECTED"
WITHIN A PERIOD OF 12 MONTHS AFTER THE FINAL CERTIFICATE OF OCCUPANCY HAS BEEN RELEASED,
THE TREE SHALL BE REPLACED PURSUANT TO EVDC 7.3(D)(5).
Idaho fescue
Flanders poppy
Blue flax
Gaillardia
Rocky Mtn. penstemon
Black-eyed susan
Blue grama
Sandberg bluegrass
Western wheatgrass
Sheep fescue
Slender wheatgrass
3Festuca idahoensis
27.20TOTAL
Papaver rhoeas 0.1
Linum lewisii 0.5
Gaillardia aristata 1
Penstemon strictus 1.5
0.1Rudbeckia hirta
Bouteloua gracilis v. Hachita 2
2Poa sandbergii
Pascopyrum smithii v. Rosanna 7
Festuca ovina v. Covar 3
7Elymus trachycaulus v. Pryor
PLS/ACRE
POUNDSBOTANICAL NAMECOMMON NAME
SEED MIX
REQUIRED LANDSCAPING
TREES SHRUBS
TOTAL REQUIRED:21 63
21 63
THIS DETAIL IS TYPICAL IN INTENT ONLY. CONTRACTOR SHALL ADJUST HIS
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SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 8 FT.
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
? ??????A MINIMUM OF THREE YEARS AFTER
WORK TO ACCOMMODATE ALL CONDITIONS.
UNDISTURBED SUBGRADE
PLANTING.?? ?
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DECIDUOUS TREES: WRAP TRUNK W/4"
TREE WRAP FROM BOTTOM UP TO FIRST
BRANCH & SECURE. STAKE & GUY USING 2
STAKES SPACED 180°.
EXTEND TO THE EDGE OF THE CROWN.
THE TERMINAL BUDS OF BRANCHES THAT
MAY BE PRUNED; HOWEVER, DO NOT REMOVE
SOME INTERIOR TWIGS AND LATERAL BRANCHES
LEADERS, AND BROKEN OR DEAD BRANCHES.
PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
TO FACE NORTH AT THE SITE WHEN EVER
IN THE NURSERY, AND ROTATE TREE
MARK THE NORTH SIDE OF THE TREE
HIGHER IN SLOWLY DRAINING SOILS.
SET TOP OF ROOT BALL FLUSH TO
MAINTAIN THE MULCH WEED-FREE FOR
MULCH IN CONTACT WITH TREE TRUNK.
3 IN. MULCH. DO NO PLACE
GRADE OR 1-2 IN.
POSSIBLE.
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5 FT. DIAM. MIN.
8 IN.
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MULCH RING
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REMOVE ALL TWINE , ROPE AND
BURLAP FROM TOP HALF OF ROOT BALL
THE ROOT BALL, CUT THE WIRE BASKET AND REMOVE.
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
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SO THAT ROOT BALL DOES NOT SHIFT.
BASE FIRMLY WITH FOOT PRESSURE
TAMP SOIL AROUND ROOT BALL
OR TAMPED SOIL.
PLACE ROOT BALL ON UNEXCAVATED
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EVERGREEN TREES: STAKE & GUY USING 3
STAKES @ 120° AROUND TREES. NO
SPRAYING OR WRAPPING
MAINTAIN UNDER ALL TOPO CONDITIONS
APPROVED STAKE MATERIAL
HARDWOOD STAKES OR OTHER
1.5 x 1.5 IN.
TWIST WIRE TO TIGHTEN.
GALVANIZED WIRE OR CABLE
PLASTIC HOSE
0.5 IN. DIAM.
DO NOT COVER THE TOP OF THE ROOT
FLARE IS NOT VISIBLE SHALL BE REJECTED.
OF THE ROOT BALL. TREES WHERE THE TRUNK
THE TRUNK FLARE IS VISIBLE AT THE TOP
EACH TREE MUST BE PLANTED SUCH THAT
BEYOND EDGE OF ROOT BALL.
4 IN. HIGH EARTH SAUCER
4 ft.
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6 ft.
BALL WITH SOIL.
NOTE:
PROTECT TREE WITH 5' TALL WIRE
FENCING 1'-6" ABOVE GROUND.
FENCE TO REMAIN UNTIL PLANT
CAN SURVIVE WILDLIFE DAMAGE.
EXCAVATE TREE PIT TO 2X BALL DIAMETER.
LANDSCAPE PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
7
SHEET
7954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
MAX STORAGE
LANDSCAPE PLAN
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
ESTES VALLEY DEVELOPMENT CODE §7.5.E-1:
REQUIRES ONE TREE AND THREE SHRUBS TO BE PLNATED
PER 1000 SF OF LOT COVERAGE EXCLUDING PARKING
LOTS. (20,800 SF COVERAGE)
ESTES VALLEY DEVELOPMENT CODE §7.5.F.2.b.(2)(c):
STREET BUFFER NOT REQUIRED FOR CH-COMMERCIAL
HEAVY ZONED PROPERTY
ESTES VALLEY DEVELOPMENT CODE §7.5.G.2.a:
PARKING LANDSCAPING NOT REQUIRED FOR
CH-COMMERCIAL HEAVY ZONED PROPERTY
SCALE 1"=20'
JLRBUILDING REVIEW MEMO DATED 12/06/202112/13/2021
Michael
Todd, P.E.
2021.12.1
4
16:33:19
-07'00'
Reviewed by
SAFEbuilt
01/06/2022