HomeMy WebLinkAboutPOWERHOUSE 2 - FDP220015 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)D
D FE
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UD UD UD UD
UD UD UD UD UD UD
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EAST VINE DRIVENORTH COLLEGE AVENUE(63.13)(6
7
.
0
0
)
(66.59)(66.75)(6
7
.
0
2
)
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
LAKE CANAL EASEMENT
PROPOSED 10'
CONCRETE PAN
AREA INLET (TYP.)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
30' CANAL EASEMENT
PER BRUSH MOBILE
HOME P.U.D.
15' UTILITY EASEMENT15' UTILITY EASEMENTPROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
PROPOSED BUILDING
FFE=4969.0068.8268.9068.8268.9068.5364.0863.7263.7663.5068.79
68.
8
9
6
9
.
0
2 69.141.2%1.9%1.3%1.5%1.5%0.5%0.5%66.1566.0966.84
68.122.1%
4.2%3.7%4.0%3.7%3.2%3.9%
4.1%3.2%5.4%2.9%6.6%6.2%1.3%
2.0%
1.5%
3.1%
3.5%
1.
5%2.1%2.8%2.4%2.1%62.5362.3162.3362.1062.1962.1561.3461.6061.3761.7761.7661.8361.9162.0961.8462.0962.3662.5263.1663.3462.8662.84
62.5162.5962.5961.1561.2261.7261.81
60.80
60.
9
1 61.2761.1861.4661.6361.66
61.5161.5460.6260.7860.9462.1366.8165.11
61.49
64.22
63.31
61.26
60.72
60.58
61.59
60.50
67.
3
0
6
7
.
4
2
67.3867.5467.
5
0
66.9666.6066.6866.
7
4 66.5067.2467.2567.41
67.586
7
.
4
667.4067.4467.32 67.6968.1767.8168.05
68.24
(68
.
3
8
)(68.43)62.8362.92
63.15
62.6562.8363.26
62.7862.9061.8662.2361.97 62.0261.8161.
8
0
61.
8
5
6
7
.
0
6
62.69
62.6562.2162.5861.3961.2561.1361.00NATURAL HABITAT
BUFFER ZONE
59.8161.526
7
.
2
7
67.17
67.08
67.2865.2165.1069.
0
0
68.4668.9367.3367.4367.3862.86
62.8668.8268.9066.3268.6562.00
62.18
PROPOSED 50' LAKE
CANAL EASEMENT
PROPOSED 30'
UTILITY EASEMENT
PROPOSED
CURB CUT
67.48
67.3867.07
67.0568.00
67.5867.5867.7267.73
68.
8
8
68.
9
0
68.
9
068.90
8.0%
8.2%
6.9%
8.0%1.5%1.5%1.5%1.5%1.5%1.5%1.5%3.7%1.5%3.2%
2.0%
1.5%1.8%1.6%
RAIN GARDEN 1
SEE SHEET RG1
STORM DRAIN D
SEE SHEET ST3
SOUTH RAIN GARDEN 1
SEE SHEET RG2
SOUTH RAIN GARDEN 2
SEE SHEET RG2
SOUTH RAIN GARDEN 3
SEE SHEET RG2
STORM DRAIN E
SEE SHEET OU1
3.9%67.9867.5068.8268.7965.7465.7566.
4
769.0068.7968.7968.7968.
8
6 68.8768.8966.21
66.31
66.00
63.
5
9
67.26
66.21
UD-S CO1
INV. OUT=4958.45 (E)68.7968.7968.7969.0068.8268.8268.82
68.826
8
.
2
6
66.
0
166.0168.04
68.5568.6566.8766.7868.5368.6266.6566.746
8
.
3
6
68.21
66.8966.6963.266
3
.
3
564.8664.9565.0264.9365.8465.8463.8463.8463.3563.3963.2963.2564.6264.8264.586
8
.
4
3
6
8
.
4
068.756
8
.
6
8
67.35
6
7
.
2
767.1567.23 64.7564.8367.2467.41 68.7168.57
61.4261.
4
4 61.4968.8268.
8
2
68.
8
366.4566.8166.8167.0767.0767.1767.18
67.5467.4267.1167.2667.2767.24
67.23 67.0567.05 66.8667.0066.8166.4462.2962.0362.0561.9662.9666.0768.8168.8268.8368.82SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
G1 GRADING PLAN13
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE FLOW LINE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
6.GROUND WATER ELEVATION WAS MEASURED AT APPROXIMATELY
ELEV = 4957.025', ON JULY 29, 2022.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
PROPOSED UNDERDRAIN UD
NATURAL HABITAT BUFFER ZONE (NHBZ)
KEYMAP
T
GAS
G1 G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
Text Over Text
1/10/2023
SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
D12 DETAILSDRAINAGE28
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
DETAILS
CONSTRUCTION
DETAILSTORMWATER
BIORETENTION - UPTURNED ELBOW OUTFALL
D-53A
TYPICAL
BIORETENTION
OR SAND FILTER
CROSS-SECTION
18" MIN
UPTURNED
ELBOW
DAYLIGHT ELEVATION
MUST BE A MINIMUM
OF 18" BELOW THE
WATER SURFACE OF
THE LID FEATURE
UNDERDRAIN @
0.50% MIN SLOPE
1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR
CONSTRUCTION SPECIFICATIONS.
2.THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL D-53 OR D-54.
3.THIS OPTION IS ONLY FOR USE WITH SYSTEMS THAT DO NOT HAVE AN IMPERMEABLE LINER.
NOTES:
30" MIN
12" MAX
UNDISTURBED
SOIL SUBGRADE
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
1' MIN
6"
TOPSOIL
EDGE RESTRAINT
(CONCRETE APRON
OPTION)
EDGE RESTRAINT
(CURB AND GUTTER
OPTION)
0" MIN
6"
6" MIN
CLEANOUTS WITH
CONCRETE COLLAR
(AS PER PLAN)
PERFORATED UNDERDRAIN
@ 0.50% MIN SLOPE
GEOTEXTILE LINER (AS
PER PLAN)
1' MIN
CROSS-SECTION DETAIL
2' MIN
6"
PREPARED SUBGRADE
@ 0.50% MIN SLOPE
1' MIN DEPTH OF
SUB-BASECOURSE
6" DEPTH OF
BASECOURSE
GRAVEL SURFACE @ 0.50%
MIN OR 3.00% MAX SLOPE
GRAVEL LID PAVING SECTIONS1201
Mask Text
1/10/2023
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EAST VINE DRIVECOLLEGE AVENUEJEROME STREETLAKE
C
A
N
A
L
JEROME STREET LLC,
216 E OAK ST
JEROME STREET STATION LLC,
742 N COLLEGE AVE
LMC VENTURES LLC,
742 N COLLEGE AVE
CITY OF FORT COLLINS
405 N COLLEGE AVE
MORAK KAREN LLC
622 N COLLEGE AVE
CITY OF FORT COLLINS,
740 N COLLEGE AVE
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
SCOUR-STOP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE PRELIMINARY DRAINAGE REPORT BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
5.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A
NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE
FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
BALE OUTLET PROTECTION
LEGEND:
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
EC1EC1
31
BENCHMARK: #1
CITY OF FORT COLLINS BENCHMARK 1-00
Elevation=4968.74
BENCHMARK: #2
CITY OF FORT COLLINS BENCHMARK 3-13
Elevation=4962.27
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of
Section 1-7-69 as bearing South 00° 38' 34" West (assumed bearing)
and monumented as shown on Plat.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
AREA INLET PROTECTION
Please
provide
sediment
Control
measures
along Vine
Drive
Provide an inflow
sediment forebay
Plans were not fully reviewed since they are
not complete, please provide adequate
plans for a complete review. Please comply
with Chapter 2 Section 6 of the Stormwater
Crieria Manual for all future submittals.
1/10/2023
Does not match the index
on sheet CS1.
SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
EC3EROSION CONTROL DETAILS32
001
002
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SECTION G-G
G
PLAN
G
BOP
BALE OUTLET PROTECTION
PLANTED RIPRAP INSTALLATION
RP
1/10/2023
Incorrect Sheet Number
D
STT
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F.O.F.O.
D
CONTROL
IRR
CONTROL
IRR
GAS
XOHUOHUOHUD FE
S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/
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STST
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CTV CTV CTV CTV CTV CTV CTV
CTV
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CABLE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
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IRRFLOODWAY ZONE AE
930
72312351341
4967 (NAVD88)4965 (NAVD88)4966 (NAVD88)4962 (NAVD88)4964.34966.04967.64964.2
FFE=69.00
JEROME STREET LLC, 216
E OAK ST FORT COLLINS
JEROME STREET STATION LLC,
742 N COLLEGE AVE
LMC VENTURES LLC,
742 N COLLEGE AVE
CITY OF FORT COLLINS
405 N COLLEGE AVE
MORAK KAREN LLC
622 N COLLEGE AVE
CITY OF FORT COLLINS,
740 N COLLEGE AVE
TFTFTFTFTFTFEM
GM68.8968.90JEROME STREETCOLLEGE AVENUEVINE DRIVE
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
FP1FP1
35
NORTH
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
CROSS-SECTION (CSU CLOMR) 2446
NOTES:
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2.THIS PROJECT IS LOCATED WITHIN A FEMA DESIGNATED 100-YEAR FLOODPLAIN FRINGE AND MUST
COMPLY WITH CHAPTER 10 OF THE CITY CODE.
3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF
FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).
4.ANY ITEMS LOCATED IN THE FLOODPLAIN ON THE POUDRE RIVER THAT CAN FLOAT (E.G., PICNIC
TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED.
5.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE
FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE
APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION.
6.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY
WORK WITHIN THE FLOODPLAIN (I.E., CURB CUT REMOVAL, LANDSCAPING).
7.NO OVERNIGHT STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODPLAIN,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO
MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODPLAIN.
8.REFER TO THE FINAL DRAINAGE REPORT, DATED DECEMBER 14, 2022 FOR ADDITIONAL
INFORMATION.
9.A POST-CONSTRUCTION ELEVATION CERTIFICATE INCLUDING COMPONENTS LIKE TRANSFORMER,
YARDS, EV CHARGING STATIONS, SOLAR PANEL COMPONENTS, ELEVATOR, HVAC EQUIPMENT,
EMERGENCY VEHICLE ACCESS GATE, OTHER ELECTRICAL AND MECHANICAL SYSTEMS, ETC. MUST
BE APPROVED BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
10.TRANSFORMER, YARDS, EV CHARGING STATIONS, SOLAR PANEL COMPONENTS, ELEVATOR, HVAC
EQUIPMENT, EMERGENCY VEHICLE ACCESS GATE, OTHER ELECTRICAL AND MECHANICAL SYSTEMS
ARE TO BE PLACED AT OR ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION.
11.FURNITURE OR SITE COMPONENTS WILL BE SECURELY ANCHORED TO GRADE WITH A SYSTEM TO BE
4" LAGS BOLTS EPOXIED INTO GROUND BASE CONCRETE OR STONE WITH STRAPS AND/OR CHAINS
SECURED TO ELEMENTS TO PREVENT FLOTATION. ANCHORING DETAILS WILL BE SUPPLIED AT THE
TIME OF THE FLOODPLAIN USE PERMIT.
12.ALL ELEVATORS INSTALLED BELOW THE RFPE IN THE PROJECT WILL COMPLY WITH FEMA NFIP
TECHNICAL BULLETIN 4 JUNE, 2019 AND THE 2021 IBC.
13.HORIZONTAL CONTROL: CITY OF FORT COLLINS GROUND MASTER CONTROL.
14.CRITICAL FACILITIES ARE PROHIBITED IN THE FLOODPLAIN, INCLUDING HAZARDOUS MATERIAL,
GOVERNMENT SERVICES, ESSENTIAL SERVICES AND AT-RISK POPULATION CRITICAL FACILITIES.
THIS INCLUDES SCHOOLS AND AFTER SCHOOL PROGRAMS/DAY CAMPS FOR GRADES K-12.
15.AN EMERGENCY RESPONSE AND PREPAREDNESS PLAN (ERPP) WILL BE REQUIRED BY THE CITY OF
FORT COLLINS PRIOR TO A FLOODPLAIN OR BUILDING PERMIT BEING ISSUED.
16.OUTDOOR CLASSROOM AS AN INFORMAL OUTDOOR GATHERING SPACE TO BE USED FOR SITE
TOURS AND OUTDOOR LEARNING. THESE SPACES WILL BE CONSTRUCTED USING LARGE BOULDERS
AND CRUSHED-FINE SURFACING.
17.THE QUANTITIES LISTED BELOW AND THE REMOVAL OF HYDROGEN STORAGE FROM THE SITE, WILL
REMOVE THE DESIGNATION OF A “CRITICAL FACILITY', AS PER DEFINED BY CHAPTER 10 OF CITY
CODE, FROM THE PROJECT. MATERIAL STORAGE RESTRICTIONS WILL BE REMOVED WITH THE
APPROVAL OF THE LOMR.
THE FOLLOWING OUTLINES THE HANDLING AND STORAGE PROCESSES OF HYDROGEN FOR
RESEARCH PROCEDURES ANTICIPATED AT THE PROPOSED POWERHOUSE II FACILITY:
·HYDROGEN PRODUCED BY HYDROLYSIS OR SIMILAR METHOD WILL BE DISPOSED OF AS PRODUCED
VIA VENTING OUTDOORS (AS PER ANY CODE REQUIREMENTS), BURNED IN OUTDOORS IN A
NON-VISIBLE FLARE, CONSUMED BY FUEL CELL OR SIMILAR DEVICE.
·ONSITE STORAGE OF HYDROGEN WILL REMAIN AT OR BELOW QUANTITIES REGULATED BY
INTERNATIONAL FIRE SAFETY CODE OR “HOUSEHOLD LEVELS”
·HYDROGEN FUELED VEHICLES, SUCH AS AUTOMOBILES, LIGHT AND MEDIUM DUTY TRUCKS, AND
TRANSIT BUSES WILL BE TESTED ONSITE AND ADHERE TO ALL FIRE SAFETY CODES AND DOT
REGULATIONS REGARDING HYDROGEN FUELED VEHICLES. NO VEHICLES WILL BE STORED
OUTSIDE OVERNIGHT PER THE FLOATABLE MATERIALS REQUIREMENTS IN CHAPTER 10 OF CITY
CODE.
·H2 STORAGE TANKS WILL REMAIN AT POWERHOUSE I UNTIL APPROVAL OF THE LOMR.
FLAMMABLE MATERIALS:
·ACETYLENE : 1 COMMERCIAL CYLINDER AT 300 OR LESS STD. CU. FT. VOLUME.
·OXYGEN : 1 COMMERCIAL CYLINDER AT 300 OR LESS STD. CU. FT. VOLUME.
NON-REACTIVE GASES:
·COMPRESSED AIR : 500 GAL. TANK
·COMPRESSED NITROGEN : 2000 L. CRYOGENIC TANK, LIQUID
·COMPRESSED ARGON : 2000 L. CRYOGENIC TANK, LIQUID
·COMPRESSED HELIUM : <20 - 300 STD. CU FT, STEEL CYLINDERS
·COMPRESSED ARGON : <20 - 300 STD. CU FT, STEEL CYLINDERS
·COMPRESSED CO2 : <20 - 300 STD. CU FT, STEEL CYLINDERS
18.THE PROPOSED POWERHOUSE II BUILDING IS PROJECTED TO HOUSE SEVERAL TYPES OF
ORGANIZATIONS: RETAIL, PRIVATE COMPANIES WORKING IN ENERGY INDUSTRY, AND COLORADO
STATE UNIVERSITY (CSU) FUNCTIONS RELATING TO SPONSORED RESEARCH. THE CSU SPACE WILL
BE ASSIGNED TO RESEARCHERS TO CONDUCT SPONSORED RESEARCH FOR INDUSTRY AND
GOVERNMENT (LOCAL, CITY, STATE AND FEDERAL) SPONSORS. THESE SPACES WILL NOT BE USED
FOR TRADITIONAL EDUCATIONAL FUNCTIONS SUCH AS CLASSROOM INSTRUCTION OR LABORATORY
INSTRUCTION. WHILE UNIVERSITY EMPLOYEES (RESEARCHERS, STAFF, AND STUDENT EMPLOYEES)
WILL BE USING THE SPACE THEY WILL NOT BE ENGAGED IN INSTRUCTIONAL ACTIVITIES.
GOVERNMENT SERVICES FACILITIES INCLUDE ESSENTIAL STRUCTURES SUCH AS DORMITORIES,
OFFICES, CLASSROOMS, AND LABORATORIES FOR PUBLIC HIGHER EDUCATION FACILITIES.
POWERHOUSE II WILL NOT BE USED FOR DORMITORY HOUSING. NOR WILL IT HAVE INSTRUCTIONAL
CLASSROOMS AND THE LABORATORY AND OFFICE SPACES WILL BE USED SOLELY FOR SPONSORED
RESEARCH ACTIVITIES. GIVEN THIS DEFINITION AND PURPOSES, POWERHOUSE II SHOULD NOT BE
CLASSIFIED AS A GOVERNMENT SERVICES FACILITY PER CHAPTER 10 OF CITY CODE AND THE
RESTRICTIONS ASSOCIATED WITH THIS DESIGNATION.
BENCHMARKS:
5000ELEVATION NGVD 88
BASE FLOOD ELEVATION (CSU CLOMR)
100-YR FLOODPLAIN - (PER CSU CLOMR)
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 1-00
ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE.
ELEV.=4968.74
CITY OF FORT COLLINS BENCHMARK 3-13
APPROX.40 FT SOUTH OF THE LINDEN ST. BRIDGE OVER THE POUDRE RIVER, ON THE WEST SIDE OF
LINDEN ST. , ON A STORM INLET.
ELEV.=4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE WEST LINE LINE OF THE SOUTHWEST QUARTER OF SECTION 1-7-69 AS
BEARING SOUTH 00° 38' 34" WEST (ASSUMED BEARING) AND MONUMENTED AS SHOWN ON PLAT.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MINIMUM FINISHED FLOOR ELEVATION (RFPE)
ELEVATION = C
BASE FLOOD ELEVATION
(BFE) = A
MINIMUM MECH./ELEC. EQUIPMENT
ELEVATION = B (RFPE)
BASE FLOOD ELEVATION
(BFE) = A
MECH. /
ELEC.
EQUIPMENT
FLOOD ELEVATION DETAIL
NTS
SLAB-ON-GRADE
BUILDING SUMMARY
ELEV. DESIGNATION PROJECT ELEV.
(NAVD 88)
A 4966.61 FT
B 4968.61 FT
C 4969.00 FT
REGULATORY FLOOD
PROTECTION
ELEVATION
4968.61 FT
FIELD SURVEY BY:
NORTHERN ENGINEERING
DATED: OCTOBER 25, 2019
1/10/2023
Does not match the index
on sheet CS1.