HomeMy WebLinkAboutWORTHINGTON STORAGE - FDP220016 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (4)STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSS
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCVAULTELECSSS
ELE
C ELECEDFES
W
H Y DH YDWCS
WH2O
H YDDDTCONTROLIRRWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W WWWWWWWWGEEEEEE
E
E
E
E
E
E
E
E E E
E E E E E
E
E
E
EEEEEG
G
G
G
G
G
G
G
G G G G G G G G
GGGGXXX
X
X
XCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV
CTV CTVCTVTTTTTTTTTTTTTEEEEE
E
E
E
E EE
E
E
EE
E E
E E E EEEEEEEEEEEEEEEE
E
E
E
E E E EE
E E
E
E
EEEEEEEEEEEEEVAULTF.O.SS
FLARED END SECTION
TO BE REMOVED
15" RCP STORM DRAIN
TO BE REMOVED
8" PVC SANITARY
TO REMAIN
STORM INLET
TO BE REMOVED
STORM INLET
TO BE REMOVED
EXISTING
1 STORY BUILDING
STORM MANHOLE AND
RESTRICTOR PLATE
TO BE REMOVED
FENCE
ALONG PROPERTY LINE
8" DIP WATER
FIRE HYDRANT
TO REMAIN
STREET LIGHT
TO BE REMOVED
8" DIP WATER
EXISTING
DETENTION POND
8" PVC SANITARY
15" RCP STORM DRAIN
TO BE REMOVED
15" RCP STORM DRAIN
TO BE REMOVED
STORM INLET
TO BE REMOVED
STORM INLET
TO BE REMOVED
STREET LIGHT
TO BE REMOVED
STREET LIGHT
TO BE REMOVED
STORM INLET
TO BE REMOVED
EXISTING 54' PUBLIC ROW
DEDICATED PER PLAT OF CENTRE FOR ADVANCED
TECHNOLOGY P.U.D 16TH FILING
12' UTILITY, DRAINAGE
& ACCESS EASEMENT
TO BE VACATED
15" RCP STORM DRAIN
TO BE REMOVED
WORTHINGTON CIRCLE
PRIVATE ROAD
OWNER: KATSCH24 LLC
LOT 2, CENTRE FOR
ADVANCED TECHNOLOGY
P.U.D. TENTH FILING
OWNER: TALL DENTIST LLC
LOT 3, CENTRE FOR ADVANCED
TECHNOLOGY P.U.D. TENTH FILING
OWNER: AWEIDA
PROPERTIES INC
UNPLATTED
OWNER: MARKET CENTRE
RETAIL ASSOCIATION
OWNER: TWO
PAULS LLC
LOT 7, CENTRE FOR
ADVANCED
TECHNOLOGY P.U.D.
NINETEENTH FILING
LOT 8, CENTRE FOR ADVANCED
TECHNOLOGY P.U.D. NINETEENTH FILINGPRIVATEROAD12' UTILITY, DRAINAGE
& ACCESS EASEMENT
TO BE VACATED
15" RCP STORM DRAIN
TO BE REMOVED
6" FIRE SERVICE
TO BE REMOVED AND RELOCATED
6" SEWER SERVICE
TO REMAIN
2" WATER SERVICE
TO REMAIN
BLANKET DRAINAGE, ACCESS AND
UTILITY EASEMENT TO BE VACATED
STORM INLET
TO BE REMOVED AND
REPLACED PER PLANS
6" GATE VALVE
TO BE REMOVED AND RELOCATED
SheetThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32WORTHINGTON SELF STORAGEEX1 DEMOLITION PLAN (UTILITIES)EXISTING CONDITIONS &4
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
EXISTING OVERHEAD UTILITY OHE
Original Field Survery:
Northern Engineering Services
Project No. 1853-001
Date: May 2021
Triax Engineering, LLC
Geotechnical Engineering Report
Triax Project No. D21G125
Date: June 4, 2021
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
XXXX
X
X
XXX X
XXXSTSTSTSTSS
S
CVAU
L
TELEC SS
S
ELECC ELECEDWHYD
H YDWCSWH2OHYDD TCON
T
R
OLIRR GE
E
E
E
E
E
E E E E E
E
E
EEEGGG
G
G
G G G G G
GGXXX
X
CTVCTV CTV CTV CTV CTV CTV CTV CTV
CTV
CTV CTVTTTTTTTTTEEEEVAULTF.O.UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDEXISTING 54' PUBLIC ROW
DEDICATED PER PLAT OF CENTRE FOR ADVANCED
TECHNOLOGY P.U.D 16TH FILING
PROPOSED BUILDING
(EXCLUSION EASEMENT)
EXISTING
BUILDING
PROPOSED
GARAGE
(EXCLUSION
EASEMENT)
WORTHINGTON CIRCLE
PRIVATE ROADPRIVATE ROADOWNER: KATSCH24 LLC
LOT 2, CENTRE FOR ADVANCED
TECHNOLOGY P.U.D. TENTH
FILING
OWNER: TALL DENTIST LLC
LOT 3, CENTRE FOR ADVANCED
TECHNOLOGY P.U.D. TENTH FILING
OWNER: AWEIDA
PROPERTIES INC
UNPLATTED
OWNER: MARKET CENTRE
RETAIL ASSOCIATION
OWNER: TWO
PAULS LLC
LOT 7, CENTRE FOR
ADVANCED
TECHNOLOGY P.U.D.
NINETEENTH FILING
LOT 8, CENTRE FOR ADVANCED TECHNOLOGY
P.U.D. NINETEENTH FILING
PROPOSED
GARAGE
(EXCLUSION
EASEMENT)
PROPOSED
GARAGE
(EXCLUSION
EASEMENT)
R-TANK BASIN 3
STORMTECH BASIN 3
R-TANK BASIN 4
STORMTECH BASIN 4
R-TANK
BASIN 2
R-TANK BASIN 1
STORMTECH
BASIN 1
STORMTECH
BASIN 2
IP
IP
IP
IP
CWA
IP
VTC
VTC
CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF
CF
CF
CFRS
RS
RS
RS
RS
CFCFCFCFCFCFCFCF
CFCFCFCFCFCFCFCF
CF
EXISTING 15" RCP
STORM DRAIN
PROPOSED CURB
INLET
PROPOSED CURB
INLET
PROPOSED AREA
INLET
PROPOSED AREA
INLET
MU
MU
MU
MU
MU
MU
MU
SheetThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32WORTHINGTON SELF STORAGEEC1 EROSION CONTROL PLAN29
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION
SEQUENCE AND BMP APPLICATION
Project: WATERFIELD
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Protection *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Trap
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Other:
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding
may be required.
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE
CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT
BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT,
ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY
MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE
TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS,
SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
20.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES AND SHALL IMMEDIATELY STABILIZE
ALL DISTURBED SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING
MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
21.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT
EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
22.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING
DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
23.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY
OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND
FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
24.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION
TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND
OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
25.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION
INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE
BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
26.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT
SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR
OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
27.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE
AND OTHER PERMANENT SITE STABILIZATION METHODS.
28.CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE PROJECT CLEAN FROM ANY
CONSTRUCTION SEDIMENT OR DEBRIS AND WILL CLEAN IT WITHIN 24 HOURS, SHOULD ANY TRACK
OUT OCCUR.
29.STORMWATER QUALITY DEVICES SHALL BE CONSTRUCTED WITH THE LAST PHASE OF
CONSTRUCTION. CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UNDERGROUND STORMTECH
CHAMBERS FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE.
30.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW CUTTINGS,
CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND OTHER POLLUTANTS FROM
ENTERING STORM SEWER AT ALL TIMES. DIRT, DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES
SHALL NOT BE TRACKED ON TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED
NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT, DEBRIS,
AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY RIGHT-OF-WAYS, THE DIRT,
DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED UP BY THE CONTRACTOR.
31.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS
IS OFF PAVEMENT.
32.THE CONTRACTOR SHALL COMPLY WITH THESE NOTES AND ADDITIONAL EROSION CONTROL NOTES
ON SHEETS EC3. IF THERE IS A CONFLICT, THE MORE RESTRICTIVE NOTE SHALL APPLY.
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
1.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
2.REFER TO THE DRAINAGE REPORT BY NORTHERN ENGINEERING FOR
ADDITIONAL INFORMATION.
3.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF
SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
4.SEE SHEET EC3 FOR ADDITIONAL EROSION CONTROL NOTES.
5.ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE
CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
GENERAL NOTES:
LEGEND:
SF
IPINLET PROTECTION
SILT FENCE
VEHICLE TRACKING PAD
SF
CWA
RSROCK SOCK
CONCRETE WASHOUT AREA
VTC
SEEDING AND MULCHING MU
CFCONSTRUCTION FENCE CF
TABLE OF CALCULATIONS
TOTAL DISTURBED AREA 2.65 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 2.47 ACRES
TOTAL "OFFSITE" AREA OF
DISTURBANCE
0.18 ACRES
TOTAL STORAGE/STAGING AREA ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA
EXPOSED
0%
EXT. PERCENT VEGETATIVE COVER ~17%
EXISTING SOIL TYPE 100% TYPE C CLAY LOAM
GROUNDWATER DEPTH 20 FT
NUMBER PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) /
EXPORTED (-) MATERIALS
(+)4589 CU. YDS.
TOTAL AREA OF STOCKPILING OF ILL OR
BORROW AREAS OFF SITE
N/A SQ. FEET
STEEPEST SLOPE 20:1 H:V
DISTANCE FROM A RIPARIAN OR
SENSTIVE AREA
1000 FT
~0.1
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