Fort Garland - Advertisement - Appendix K - Construction Drawings.pdf

B

IM

cl ou d:

v eg aa rc hi te ct ur e

- B

IM

cl ou d S of tw ar e as a

S er vi ce

/P R

O

JE

C

TS

/C D

O T.

Ft G ar la nd /C

D O

T_ Ft

G ar la nd

_A C

PROJECT # 23704

.00

.VX

XX

X

FT

G

A R

LA

N

D

+1 B

AY

V

S F

C O

LO

R A D

O D

EP

A R

TM

EN

T

O F

TR

A N

S

PO

R

TA

TI

O

N R

EG

IO

N

H W

Y

FO

R T

G A R

LA

N D

C O

LO

R A D

O

06.27.2025 PROGRESS

DEPARTMENT OF TRANSPORTATION

DEPARTMENT OF TRANSPORTATION

65% CONSTRUCTION DOCS

85% CONSTRUCTION DOCS

99% CONSTRUCTION DOCS

RESPONSE TO COMMENTS

04/18/2025

05/30/2025

07/03/2025

07/28/2025

100% BID SET508/18/2025

DATE No. DESCRIPTION

DOOR NUMBER TAG

ELEVATION CALL-OUT

KEYNOTE TAG

WINDOW TYPE TAG

WALL TYPE TAG

DETAIL CALL-OUT

SECTION CALL-OUT

SYMBOLS

HATCH LEGEND

A A4

A4

A4

ID

W2

A4 1

STAINLESS STEEL

EARTH/COMPACTED SOIL

GRAVEL FILL

CAST IN PLACE CONCRETE,

MASONRY

GROUT FILLED MASONRY

STEEL

METAL ROOF PANEL

METAL WALL PANEL

METAL WALL PANEL, BEYOND

WOOD WORK

CONTINUOUS FRAMING MEMBER

DISCONTINUOUS FRAMING MEMBER

BATT INSULATION

RIGID INSULATION

EXISTING TO BE DEMOLISHED

EXISTING WALL TO REMAIN

A4

(VEHICLE STORAGE)

117' MAX TRAVEL PATH TO NEAREST

EXIT < 200' PER IBC TABLE 1017.2

PARKING GARAGE

S-1 7,258.82 sf / 200 gross

= 37 occupants

2 EXITS REQUIRED

BUSINESS

B 773.50 sf / 150 gross

= 6 occupants

CIVIL

WASTEWATER

COVER

C000 C001 C002 C100 C101 C110 C200 C300 C301 C302 C303 C304 C305 C400 C500 C501 C502 C503

WW-001

WW-100

WW-500

CODE INFORMATION AND INDEX

CIVIL COVER SHEET

EXISTING CONDITIONS PLAN

DEMOLITION PLAN

OVERALL SITE PLAN

SITE PLAN

HORIZONTAL CONTROL PLAN

GRADING PLAN

STORMWATER MANAGEMENT PLAN (SWMP) COVER SHEET

INITIAL SWMP PLAN

INTERIM SWMP PLAN

FINAL SWMP PLAN

SWMP DETAILS (1 OF 2)

SWMP DETAILS (2 OF 2)

UTILITY PLAN

CIVIL DETAILS

CDOT DETAILS

CDOT DETAILS

POND DETAILS

OWTS NOTES

OWTS SITE PLAN

OWTS COMPONENT DETAILS

96' MAX TRAVEL PATH

TO NEAREST EXIT

BUSINESS

B 966.72 sf / 150 gross

= 7 occupants

IECC COMPLIANCE

2021 IECC | COMMERCIAL ENERGY EFFICIENCY REQUIREMENTS FOR COSTILLA COUNTY

PRESCRIPTIVE COMPLIANCE PATH | CLIMATE ZONE 6B

BUILDING ENVELOPE REQUIREMENTS -- OPAQUE ASSEMBLIES (TABLE C402.1.3 AND C402.1.4)

REQUIRED: PROVIDED:

ROOFS (METAL BUILDINGS) R-25 + R-11LS R-25 + R-11LS

WALLS, ABOVE GRADE

(METAL BUILDINGS) R-13 + R-14 ci R-13 + R-15 ci WALLS, BELOW GRADE R-10 ci N/A

FLOORS

MASS R-16.7 ci N/A

JOIST/FRAMING R-38 N/A

SLAB-ON-GRADE R-20 FOR 24" BELOW R-20 FOR 24" BELOW

SWINGING DOORS U-0.37 U-0.37

GARAGE DOORS U-0.31 U-0.31

(OVERHEAD DOORS)

C303.1.3 WINDOWS, DOORS AND SKYLIGHTS LACKING A LABELED U-FACTOR SHALL BE ASSIGNED A DEFAULT U-FACTOR FROM TABLES C303.1.3(1) AND C303.1.2.3(2) PRODUCTS LACKING A LABELED

SHGC OR VT SHALL BE ASSIGNED A DEFAULT VALUE FROM TABLE C303.1.3(3).

BUILDING ENVELOPE REQUIREMENTS -- FENESTRATION (TABLE C402.4)

REQUIRED:

FIXED FENESTRATION U-0.34

OPERABLE FENESTRATION U-0.42

ENTRANCE DOOR U-0.63

SHGC FIXED OPERABLE

PF<0.2 0.38 0.34

0.2 ≤ PF < 0.5 0.46 0.41

PF ≥ 0.5 0.64 0.54

THERMAL ENVELOPE CERTIFICATE (C401.3)

A PERMANENT THERMAL ENVELOPE CERTIFICATE SHALL BE POSTED IN THE BUILDING UPON

SUBSTANTIAL COMPLETION AND UPON CONFIRMATION THAT AS-BUILT CONDITIONS MEET THE

ABOVE REQUIREMENTS.

GOVERNING AUTHORITY: STATE OF COLORADO

SCOPE OF WORK:

SINGLE STORY PRE-ENGINEERED METAL BUILDING (PEMB) VEHICLE STORAGE FACILITY (VSF). THE VSF WILL CONTAIN 7 BAYS FOR CDOT PLOW TRUCKS,TWO OF WHICH WILL BE SECTIONED OFF AS A WASH BAY. AN ADDITIONAL BAY WITH MEZZANINE WILL CONTAIN ADMINISTRATIVE FUNCTIONS.

SITE WORK INCLUDES THE PAVING OF NEW DRIVES, PARKING, AND SIDEWALKS. A NEW SEPTIC

TANK AND LEACH FIELD SYSTEM ARE ALSO INCLUDED.

OCCUPANCY CLASSIFICATION: NON-SEPARATED MIXED-USE: GROUPS B AND S-1

TYPE OF CONSTRUCTION: TYPE V B

BUILDING IS NOT SPRINKLERED

ALLOWABLE BUILDING HEIGHT: 40'-0" (1 STORY )

PROPOSED BUILDING HEIGHT: 27'-0" (1 STORY)

ALLOWABLE BUILDING AREA: 9,000 SF

PROPOSED BUILDING AREA: 8,250 SF GROSS BUILDING AREA

+ 970 SF MEZZANINE

TOTAL EXISTING LOT AREA: 433,123 SF

AUTOMATIC SPRINKLER, FIRE ALARM AND DETECTION SYSTEMS

GROUP B: NO FIRE SPRINKLER SYSTEM REQUIREMENTS FOR GROUP B OCCUPANCY. NOT

REQUIRED TO BE EQUIPPED WITH FIRE ALARM AND DETECTION SYSTEM PER 907.2.2

GROUP S-1: NO SPRINKLER SYSTEM REQUIREMENTS FOR GROUP S-1 OCCUPANCY FIRE AREAS

NOT EXCEEDING 12,000 SF. NO FIRE ALARM REQUIREMENTS FOR GROUP S-1

OCCUPANCIES.

Table 2902.1MINIMUM NUMBER OF PLUMBING FIXTURES

OCCUPANCY TABULATION

BUSINESS 1,741 SF / 150 GROSS = 12 OCC

PARKING GARAGE 7,259 SF / 200 GROSS = 37 OCC

TOTAL = 49 OCCUPANTS

NOTE: OCCUPANT LOAD BASED ON AGGREGATE OCCUPANCIES. REFER TO EGRESS PLAN

FOR OCCUPANCY LOADS OF INDIVIDUAL SPACES.

Table 1004.5OCCUPANT LOAD

PLUMBING FIXTURE CALCULATIONS

WATER DRINKING

CLASSIFICATION CLOSETS LAVATORIES FOUNTAINS

MALE FEMALE

BUSINESS 12 OCC 1/25 / 2 = 0.240 1/25 / 2 = 0.240 1/40 = 0.300 1/100 = 0.120

STORAGE 37 OCC 1/100 / 2 = 0.185 1/100 / 2 = 0.185 1/100 = 0.370 1/1000 = 0.037

= 0.425 = 0.425 = 0.670 = 0.157

REQUIRED = 1 = 1 = 1 = 1

PROVIDED = 1 = 1 = 2 = 2

Section 903 and 907

IFC SECTION 903.2.9.1 REQUIRES A SPRINKLER SYSTEM FOR S-1 REPAIR GARAGES WITH FIRE

AREAS GREATER THAN 12,000 SQUARE FEET AND FOR STORAGE OF COMMERCIAL VEHICLES

GREATER THAN 5,000 SF. THE FIRE AREA OF THE VEHICLE STORAGE FACILITY, S-1, DOES NOT EXCEED 12,000 SQUARE FEET AND 903.2.9.1(2) DOES NOT APPLY. PER 2018 IFC, THE DEFINITION OF

A COMMERCIAL MOTOR VEHICLE IS "A MOTOR VEHICLE USED TO TRANSPORT PASSENGERS OR

PROPERTY .. " CDOT PLOWS TRANSPORT NEITHER PASSENGERS OR PROPERTY,AND SO BY

DEFINITION IS NOT A COMMERCIAL MOTOR VEHICLE. THEREFORE, SECTION 903.2.9.1(4) DOES NOT

APPLY. THEREFORE NO FIRE SPRINKLER SYSTEM IS REQUIRED AND WILL NOT BE PROVIDED.

IN ADDITION TO ALL REQUIRED ILLUMINATED EXIT SIGNAGE, GC TO PROVIDE BRAILLE EXIT SIGN ADJACENT TO ALL DOORS MARKED AS EXITS. SIGN TO SAY 'EXIT IN RAISED LETTERS AND BRAILLE IN COMPLIANCE WITH ANSI A117.1 AND TO BE MOUNTED ON THE LEVER SIDE, ADJACENT TO THE DOOR, IN THE DIRECTION OF TRAVEL, AT A HEIGHT AT A MINIMUM OF 48" AND MAXIMUM OF 60".

WHERE EXIT DOOR IS NOT CONSIDERED ACCESSIBLE, PROVIDE A SIGN THAT INDICATES THE

DIRECTION OF THE NEAREST ACCESSIBLE EXIT.

CODE PLAN NOTES

1. PER IBC 1016.2 (2) EGRESS FROM A ROOM OR SPACE MAY PASS THROUGH ADJOINING OR

INTERVENING ROOMS OR AREAS WHERE SUCH ADJOINING ROOMS OR AREAS AND THE

AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A GROUP H OCCUPANCY,

AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT.

2. GC TO PROVIDE FIRE EXTINGUISHERS AT LOCATIONS AS DIRECTED BY THE LOCAL FIRE

DEPARTMENT. PER 2021 IFC TABLE 906.3(1) PROVIDE ONE FIRE EXTINGUISHER FOR EVERY

1,500 SQ FT FOR NORMAL HAZARD: 9,220 SF = SEVEN FIRE EXTINGUISHERS .

CODE SUMMARY

Section 505MEZZANINES

505.2.1 AREA LIMITATION. THE AGGREGATE AREA OF A MEZZANINE WITHIN A ROOM SHALL

BE NOT GREATER THAN ONE-THIRD OF THE FLOOR AREA OF THAT ROOM.

FIRST LEVEL = 8,250 SF

MEZZANINE = 970 SF

970 SF / 8,250 SF = 12% < 33%

505.2.3 OPENNESS, EXCEPTION 1. MEZZANINES OR PORTIONS THEREOF ARE NOT

REQUIRED TO BE OPEN TO THE ROOM IN WHICH THE MEZZANINES ARE LOCATED,

PROVIDED THAT THE OCCUPANT LOAD OF THE AGGREGATE AREA OF THE

ENCLOSED SPACE IS NOT GREATER THAN 10.

ARCHITECTURAL

STRUCTURAL

MECHANICAL

PLUMBING

ELECTRICAL

WATER TREATMENT

A0.1 A2.0 A2.1 A2.2 A2.3 A3.0 A3.1 A4.0 A4.1 A4.2

S1.0 S2.0 S3.0 S3.1 S3.2

M0.1 M2.0 M3.0 M3.1 M3.2 M3.3 M4.0

P0.1 P2.0 P2.1 P3.0 P3.1 P4.0 P4.1

E0.0 E0.1 E0.2 E0.3 E1.0 E2.0 E3.0

WTS.1

GENERAL NOTES / SCHEDULES

FLOOR PLANS

REFLECTED CEILING PLANS

ROOF PLAN / FLOOR SLAB PLAN

ENLARGED PLANS AND RESTROOM ELEVATIONS

EXTERIOR ELEVATIONS

BUILDING SECTIONS AND INTERIOR ELEVATIONS

SECTIONS AND DETAILS

SECTIONS AND DETAILS

SECTIONS AND DETAILS

STRUCTURAL GENERAL NOTES

FOUNDATION AND SLAB PLAN

DETAILS 301-320

DETAILS 321-340

DETAILS 341-360

MECHANICAL COVER SHEET

MECHANICAL FLOOR PLANS

MECHANICAL SCHEDULES

MECHANICAL SCHEDULES

MECHANICAL SCHEDULES

MECHANICAL COMCHECK

MECHANICAL DETAILS

PLUMBING COVER SHEET

PLUMBING FLOOR PLANS

ENLARGED PLUMBING PLAN

PLUMBING SCHEDULES

PLUMBING SCHEDULES

PLUMBING DETAILS

PLUMBING DETAILS

COVER SHEET

ELECTRICAL ONE LINE DIAGRAM AND SCHEDULES

SCHEDULES

ELECTRICAL COMCHECK

POWER PLAN

LIGHTING PLAN

SITE ELECTRICAL PLAN

WATER TREATMENT SYSTEM LAYOUT

STANDARD ABBREVIATIONS

DESIGN TEAM

DRAWING INDEXUTILITY INFORMATION

VICINITY MAP

APPLICABLE CODES

SCALE: 1/16" = 1'-0"

CODE PLAN: Mezzanine

SCALE: 1/16" = 1'-0"

CODE PLAN: First Level

PROJECT LOCATION:

29152 HWY 159

FORT GARLAND, COLORADO 81133

A.B. ANCHOR BOLT

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADD'L ADDITIONAL

ADJ ADJACENT.ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

ALT ALTERNATE

AOR ARCHITECT OF RECORD

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

B/C BACK OF CURB

BLDG BUILDING

B.O. BOTTOM OF

BOT, BTM BOTTOM

BRNZ BRONZE

BTWN BETWEEN

CA COMRESSED AIR

CAB CABINET

CAP CAPACITY

CFM CUBIC FEET PER MINUTE

CIP CAST-IN-PLACE

C.T. CONTROL JOINT,

CONSTRUCTION JOINT

C/L CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL COLUMN

CONG CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CPT CARPET

CT CERAMIC TILE

C/W CURTAIN WALL

CW COLDWATER

D/B DESIGN/BUILD CONTRACTOR

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

OF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DS DOWNSPOUT

DTL, DET DETAIL

DWG DRAWING

(E) INDICATES EXISTING

EA EACH

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATION

ENCL ENCLOSE(URE)

EQ EQUAL

EQUIP EQUIPMENT

ESEW EMERGENCY SHOWER & EYE WASH

EUH ELECTRIC UNIT HEATER

EWC ELECTRICAL WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER

FIXT FIXTURE

F/L FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FPM FEET PER MINUTE

FRP FIBER REINFORCED PLASTIC

FT,' FOOT, FEET

FTG FOOTING

FPWH FREEZEPROOF WALL HYDRANT

GB GGA GAUGE

GAL GALLON

GALV GALVANIZED

RAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GPM GALLONS PER MINUTE

GSF GROSS SQUARE FEET

GYP BD GYPSUM BOARD

HB HOSE BIBB

HDR HEADER

HDWR HARDWARE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HVAC HEATING VENTILATING & A/C

HW HOT WATER

HWY HIGHWAY

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN," INCHES

INCL INCLUDE[D)(ING)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

KVA KILOVOLT - AMPERES

KW KILOWATT

L ANGLE

LAM LAMINATE

LAV LAVATORY

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MLP METAL LINER PANEL

MP METAL PANEL

MSB MOP SINK BASIN

MTD MOUNTED

MTL METAL

NEC NATIONAL ELECTRIC CODE

NSF NET SQUARE FEET

N NORTH

NIC NOT IN CONTRACT

NO OR # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER(S)

OD OUTSIDE DIAMETER

OHD OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

O.T.S. OPEN TO STRUCTURE

P/C PRECAST CONCRETE

PEMB PRE-ENGINEERED MTL BLDG

PFM PRE-FINISHED METAL

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RISER

R/A RETURN AIR

RB RUBBER BASE

RE: REFERENCE

REBAR REINFORCING BAR

RECPT RECEPTACLE

REINF REINFORCE(D)(ING)

REQ'D REQUIRED

RH RADIANT HEAT

RM ROOM

ROW RIGHT OF WAY

S SOUTH

SAN SANITARY

SC SEALED CONCRETE

SCHED SCHEDULE(D)

SD SOAP DISPENSER

SEC SECTION, SECOND

SF SQUARE FEET

SIM SIMILAR

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

SQ SQUARE

SSTL STAINLESS STEEL

S/S SERVICE SINK

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE(AL)

SUSP SUSPENDED

TA TOILET ACCESSORY

TBD TO BE DETERMINED

TD TOILET PAPER DISPENSER

TEL TELEPHONE

T&G TONGUE AND GROOVE

THK THICK

T.O. TOP OF

T.O.C TOP OF CONCRETE

T.O.ST. TOP OF STEEL

T.O.S TOP OF SLAB

T.O.W TOP OFWALL

TS STEEL TUBING

T-STAT THERMOSTAT

TYP TYPICAL

UNFIN UNFINISHED

UL UNDERWRITER LABORATORY

UON UNLESS OTHERWISE NOTED

UR URINAL

V VOLT

VAR VARIES, VARIABLE

VENT VENTILATION

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VRF VAPOR RETARDER FABRIC

VTR VENT THROUGH ROOF

W WEST, WIDE

W/ WITH

WC WATER CLOSET

WD WOOD

WH WATER HEATER

W/O WITHOUT

WT WEIGHT

X TIMES OR BY

GAS: PROPANE

ELECTRIC: XCEL ENERGY

WATER: FT GARLAND WATER AND SANITATION DISTRICT

711 NARCISSO AVE

FORT GARLAND, CO 81133

(719) 379-2660

SEWER: SEPTIC SYSTEM

FIRE: COSTILLA COUNTY FIRE PROTECTION DISTRICT

301 BEAUBION AVE

FT GARLAND, CO 811333

FIRE CHIEF - THELDON SMITH (719) 588-3429

ARCHITECT OF RECORD:

DAVID GROOMS

vega architecture llc 495 w cedar ave denver, co 80223 P: 303.872.0487 E:david@vegaarchitecture.com

CIVIL ENGINEER:

Anderson & Hastings Consultants, Inc.

7175 West Jefferson Avenue, Suite 4350 Lakewood, CO 80235 CONTACT: Charles Beck P: 720.452.0527 E: cbeck@ahceinc.com

SEPTIC ENGINEER:

Church Onsite Wastewater Consultants P.O. Box 18796 Golden, CO 80402 CONTACT: Kate Carney P: 720.898.3434 E: kcarney@cowc.info

STRUCTURAL ENGINEER:

Portis Structural Design 1001 Bannock St.. Ste 441 Denver, CO 80204 CONTACT: Jon Eldridge P: 720.501.4900 E: jon@portisdesign.com

MECHANICAL ENGINEER:

MEC Inc.

4640 N Pecos St, Unit F Denver, CO 80211 CONTACT: Joe Wittenberg P: 914.860.6507 E: jwittenberg@mecengr.com

PLUMBING ENGINEER:

MEC Inc.

4640 N Pecos St, Unit F Denver, CO 80211 CONTACT: Joe Wittenberg P: 914.860.6507 E: jwittenberg@mecengr.com

ELECTRICAL ENGINEER:

D.Keller Electrical Design 7498 W Layton Pl Littleton, CO 80123 CONTACT: Dawn Keller P: 303.918.9475 E: dawn@dkellereng.com

GEOTECH ENGINEER

Terracon 4172 Center Park Drive Colorado Springs, CO 80909 P: 719.597.2116 E: Terracon.com

LAND SURVEYOR

Anderson & Hastings Consultants, Inc.

7175 West Jefferson Avenue, Suite 4350 Lakewood, CO 80235 CONTACT: James V. Hastings P: 720.433.8486

THE FOLLOWING APPROVED BUILDING CODES AND STANDARDS HAVE BEEN

ADOPTED BY STATE BUILDINGS PROGRAMS (SBP) AS THE MINIMUM

REQUIREMENTS TO BE APPLIED TO ALL STATE-OWNED BUILDINGS AND

PHYSICAL FACILITIES INCLUDING CAPITAL CONSTRUCTION AND CONTROLLED

MAINTENANCE CONSTRUCTION PROJECTS.

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL FIRE CODE (IFC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2023 NATIONAL ELECTRICAL CODE (NEC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL FUEL GAS CODE (IFGC)

THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA)

THE 2017 EDITION OF ICC/ANSI A117.1

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

ANSI/ASHRAE/IES STANDARD 90.1 - 2010/2013

ENERGY STANDARD FOR BUILDINGS

COLORADO MODEL ELECTRIC READY AND SOLAR READY CODE

NOT IN CONTRACT — FOR INFORMATION ONLY

levinsonr Text Box

EXISTING ITS FIBER AS-BUILTS - FOR INFORMATION ONLY

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CDOT M&S STANDARDS AND SPECIFICATIONS, CURRENT EDITION. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY CDOT. CDOT RESERVES THE RIGHT TO ACCEPT OF REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THEIR STANDARDS AND

SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT

SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

3. THE METHODS OF CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THEIR SUBCONTRACTORS. THE CONTRACTORS SHALL TAKE ALL REASONABLE PRECAUTIONS TO PROTECT WORK IN PROGRESS, HIS PERSONNEL AND VISITORS TO THE SITE FROM SOURCES OF INJURY. SUCH PRECAUTIONS SHALL INCLUDE BUT ARE NOT LIMITED TO: ERECTION OF BARRIERS, SHORING AND/OR BRACING OF EXCAVATIONS AND PROTECTION OF WORK IN PLACE

FROM INTRUSION BY TRESPASS OR WEATHER.

4. CDOT'S/ ENGINEER'S CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR’S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.

5. TRENCHES AND OPEN EXCAVATIONS SHALL BE APPROPRIATELY MARKED AND PROTECTED BY THE CONTRACTOR. NO TRENCHES OR EXCAVATIONS SHALL REMAIN UNPROTECTED OVERNIGHT. CONTRACTOR SHALL PROVIDE PROTECTION SUFFICIENT TO MAINTAIN PUBLIC SAFETY, IN ACCORDANCE WITH COSTILLA COUNTY AND OSHA REGULATIONS AS WELL AS

THE REQUIREMENTS OF CDOT.

6. THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS AND ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.

7. CONTRACTOR IS RESPONSIBLE FOR CONTROL OF EROSION OF ALL AREAS OF CONSTRUCTION THROUGH THE USE OF SILT FENCE, ROCK SOCKS, ETC. PROVIDE ROCK SOCK BARRIERS ACROSS DITCHES AND INLETS NEAR TRENCH EXCAVATION.

8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE CDOT STORMWATER MANAGEMENT (SWMP) NOTEBOOK

PREPARED FOR THE PROJECT SITE.

9. EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM A FIELD SURVEY CONDUCTED IN AUGUST 2024. BENCHMARK

ELEVATIONS AND DATUM ARE AS NOTED.

10. EXISTING UTILITIES SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. PRIOR TO EXCAVATING, THE CONTRACTOR SHALL FIELD LOCATE (INCLUDING DEPTHS) BY POTHOLING ALL EXISTING UTILITIES WHICH

MAY CONFLICT WITH THE PROPOSED CONSTRUCTION.

11. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH A FIELD SHEET INDICATING THE LOCATION AND DEPTH OF ALL UTILITIES VERIFIED BY POTHOLING WITHIN 2 BUSINESS DAYS OF COMPLETING THE POTHOLING AND PRIOR TO

COMMENCING WORK IN THE VICINITY OF UTILITIES VERIFIED BY POTHOLING.

12. IF THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DESIGN LOCATION OF WORK UNDER THIS CONTRACT

AND AN EXISTING UTILITY HE SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY.

13. IF THE CONTRACTOR ENCOUNTERS ANY UNDOCUMENTED LINES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

OWNER AND NOTIFY THE ENGINEER SO THAT ANY CONFLICTS CAN BE MITIGATED.

14. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF DAMAGE TO UTILITIES SHOWN HEREON AT THIER OWN EXPENSE.

15. EXISTING FENCES, SITE IMPROVEMENTS AND STRUCTURES SHALL BE PROTECTED FROM CONSTRUCTION RELATED

DAMAGE. CONTRACTOR SHALL CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S EXPENSE.

16. IF DEWATERING IS REQUIRED, A STATE CONSTRUCTION DEWATERING PERMIT IS REQUIRED FOR DISCHARGES TO A STORM SEWER, CHANNEL, OR ANY ROADWAY THAT IS A TRIBUTARY TO THE AFOREMENTIONED FACILITIES, OR ANY WATERS

OF THE UNITED STATES.

17. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING LINE AND GRADE, IN CONFORMANCE WITH THE INFORMATION SHOWN ON THE PLANS, FOR ALL FACILITIES TO BE CONSTRUCTED AS PART OF THE SCOPE OF THE PROJECT. THIS INCLUDES RESTORING TO THEIR ORIGINAL LINE AND GRADE ALL SITE IMPROVEMENTS THAT ARE REMOVED AND REPLACED AS PART OF THIS PROJECT. THE ENGINEER OR OWNER MAY, FROM TIME TO TIME, CHECK THE LINE AND GRADE OF COMPLETED SECTIONS OF THE WORK OR SECTION OF THE WORK IN PROGRESS. THIS, HOWEVER, IN NO WAY RELIEVES THE CONTRACTOR OF THEIR RESPONSIBILITY IN ESTABLISHING THE LINE AND GRADE OF THE WORK IN CONFORMANCE WITH THE

PLANS.

18. THE CONTRACTORS SHALL FULLY FAMILIARIZE HIM/HER SELF WITH THE REQUIREMENTS AS REPRESENTED IN THE DRAWINGS AND WITH THE CONDITIONS AT THE SITE. NO ADDITIONAL COSTS TO THE OWNER SHALL BE ACCEPTED FOR

ADDITIONAL WORK FOR FORESEEABLE OR EXISTING CONDITIONS.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL TRASH, DEBRIS AND EXCAVATED

MATERIAL GENERATED AS A RESULT OF HIS/HER WORK.

20. THE CONTRACTOR SHALL ADHERE TO THE OWNER'S REQUIREMENTS FOR CONSTRUCTION PARKING AND SHALL REQUIRE THAT THEIR EMPLOYEES AND ALL SUB-TRADE EMPLOYEES PARK ONLY IN DESIGNATED AREA(S). THE OWNER'S CONTACT WILL ADVISE THE CONTRACTOR ON THE SPECIFICS OF THESE REQUIREMENTS AT THE PRE-CONSTRUCTION

MEETING.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE RIM OF ALL EXISTING AND PROPOSED MANHOLES, CLEANOUTS AND INLETS TO FINISHED GRADE.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPORTING AND DISPOSAL OF EXCESS EXCAVATED MATERIAL OR

THE IMPORT OF FILL MATERIAL AS REQUIRED BY THE GRADING PLANS.

23. THIRD PARTY TESTING SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD AND PAID FOR BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE GEOTECHNICAL ENGINEER TO

SCHEDULE ALL TESTING AND OBSERVATION REQUIRED BY THE PROJECT DOCUMENTS.

24. ALL EARTHWORK AND GRADING TO BE IN CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING STUDY, PREPARED

BY GROUND ENGINEERING DATED JULY 10, 2024, PROJECT #24-6003.

25. SITE BENCHMARK: SITE NORTHWEST PROPERTY CORNER - FOUND 2 12" ALUM. CAP ON REBAR LABELED 78.24' W.C. TO

S 1/16 COR. SEC. 21/22 PLS#32434

ELEV.= 7905.84 NAVD 88

26. WORK WITHIN CDOT ROW TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE STATE OF COLORADO STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION AND MAY REQUIRE A CDOT SPECIALTY USE PERMIT (SUP).

27. DURING ALL SUBSURFACE ACTIVITIES, WORKERS SHALL BE ALERT FOR VISUAL AND OLFACTORY SIGNS OF CONTAMINATION. IF CONTAMINATION IS ENCOUNTERED, WORK SHALL STOP AND PROCEDURES ESTABLISHED IN THE CDOT 250 SPEC SHALL BE FOLLOWED. ANY CONTAMINATED SOILS OR LANDFILL MATERIAL SHALL BE PROPERLY HANDLED AND

SAMPLED PRIOR TO DISPOSAL.

GENERAL NOTES

0.43%

41.5

41.5

41.5

ME

BIOLOGICAL COMMENTS

TO ENSURE COMPLIANCE WITH THE MBTA AND PREVENT UNANTICIPATED IMPACTS TO WILDLIFE DURING CONSTRUCTION

ACTIVITIES (I.E.DEMOLITION, GRADING), THE FOLLOWING CONDITIONS SHOULD BE MET:

· STAGING AREAS FOR CONSTRUCTION EQUIPMENT AND MATERIALS WILL UTILIZE PREVIOUSLY DISTURBED AREAS SUCH

AS MAINTENANCE YARD, ROADS, GRAVELED PARKING AREAS, AND SHOULDER PULL OUTS.

· CONSTRUCTION ACTIVITIES WILL BE LIMITED TO DAYLIGHT HOURS. NO NIGHTTIME WORK WILL BE ALLOWED IN ORDER

TO MINIMIZE IMPACTS TO WILDLIFE

C000

C

IV

IL

C

O

VE

R S

H

EE

T

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C001

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

PL

AN

MW

MW

EX. SHED

EXIST.

BLDG

EXIST.

SAND

SHED

EXIST.

BLDG

EX. MAG

CONTAINMENT

REMOVE ASPHALT AS

NEEDED TO INSTALL NEW

WATER LINE, ADJUST SIZE

AS REQUIRED

SAWCUT LINE, TYP.

BUILDING TO BE

REMOVED BY

CONTRACTOR AFTER

COMPLETION OF NEW

VSF BUILDING

STRUCTURES TO REMAIN,

PROTECT FROM DAMAGE,

TYP.

REMOVE FENCE AS

NEEDED TO INSTALL NEW

GATE, ADJUST SIZE AS

REQUIRED

CDOT WILL SEAL AND

ABANDON ALL

MONITORING WELLS IN

PLACE PRIOR TO

CONSTRUCTION.

CONTRACTOR DOES NOT

NEED TO PROTECT OR

MAINTAIN AND SHOULD

PAVE OVER THEM

IN-PLACE

BUILDING TO BE

REMOVED BY

CONTRACTOR AFTER

COMPLETION OF NEW

VSF BUILDING

SHED TO REMAIN,

PROTECT FROM

DAMAGE, TYP.

REMOVE EXIST. GATE &

FENCE AS NEEDED TO

INSTALL NEW POWERED

SLIDE GATE

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C002

D

EM

O

LI

TI

O

N P

LA

N

EX. SHED

EXIST.

SAND

SHED

EX. MAG

CONTAINMENT

ED

G

E O

F

PA

VE

M

EN

T

ED

G

E O

F

PA

VE

M

EN

T

7-BAY VSF BUILDING

FF=7903.50

EV

EV

EV

EV

LP

LP LP

LP

LP

LP

LP

LP

LP

LP

W

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C100

O

VE

R

AL

L

SI

TE

P

SAND

SHED

EX. MAG

CONTAINMENT

7-BAY VSF BUILDING

FF=7903.50

ON-SITE WASTEWATER

TREATMENT AREA

WATER QUALITY SAND

FILTER TREATMENT

AREA

(2) 10' MANUAL GATES

6' CHAINLINK

FENCE WITH

BARBED WIRE,

TYP.

CATCH TYPE

CURB & GUTTER,

TYP.

CATCH TYPE

CURB & GUTTER,

TYP.

WASH BAY

TREATMENT

SYSTEM, RE: WTS

PLANS, TYP.

PROPANE TANKS ON

CONC. PAD WITH BOLLARD

PROTECTION, ADJUST SIZE

AS NEEDED, RE: MECH.

FUEL ISLAND PAD,

EQUIPMENT TO BE

PROVIDED BY

OWNER

.2

2'

FULL DEPTH

ASPHALT PATCH,

TYP.

(2) 10' MANUAL GATES

30' POWERED SLIDE

GATE W/ INTEGRAL

MAN GATE & LOOP

DETECTORS FOR EXIT

DATA PED. FOR GATE,

RE: ELEC.

CARD READER W/

BOLLARD

PROTECTION

EV

WHITE STRIPING, TYP.

EV PARKING

STRIPING & SIGNAGE

MOUNTED ON FENCE,

TYP.

USED OIL TANK ON CONC.

PAD WITH BOLLARD

PROTECTION, RE: STRUCT.

6' CHAINLINK

FENCE WITH

BARBED WIRE,

TYP.

6' CHAINLINK

FENCE WITH

BARBED WIRE,

TYP.

6' CHAINLINK

FENCE WITH

BARBED WIRE,

TYP.

TIE NEW FENCE

INTO EXIST., TYP.

TIE NEW FENCE

INTO EXIST., TYP.

8" CONCRETE

PAVEMENT, TYP.

4" ASPHALT

PAVEMENT ON

6" ABC, TYP.

4" ASPHALT

PAVEMENT ON

6" ABC, TYP.

4" ASPHALT

PAVEMENT ON

6" ABC, TYP.

4" ASPHALT

PAVEMENT ON

6" ABC, TYP.

CONC. PAD FOR

GENERATOR (TO BE

PROVIDED BY OWNER)

WITH BOLLARD

PROTECTION, RE: STRUCT.

EV

EV

EV

EV PEDESTAL WITH

BOLLARD PROTECTION,

RE: ELEC.

LP

WBTS CONNEX BOX ON 8" CONCRETE

PAVEMENT EXTENDING A MINIMUM

OF 12" BEYOND BOX EXTENTS, FIELD

VERIFY BOX DIMENSIONS PRIOR TO

INSTALLATION, TYP.

5'

CLEAR

TYP.

BOLLARD PROTECTION AT

CORNERS OF CONNEX BOX, TYP.

FULL DEPTH

ASPHALT PATCH,

TYP.

5' CLEAR TYP.

INTEGRATE FENCE

IN TOP OF WALL,

TYP.

12" WIDE CURB

OPENING WITH 25

SF TYPE M

RIPRAP, TYP

12" WIDE CURB

OPENING WITH 25

SF TYPE M

RIPRAP, TYP

POND

EMERGENCY

OVERFLOW, 3'-0"

WIDE CURB

OPENING WITH 25

SF TYPE M

RIPRAP, TYP

LP

SITE LIGHTING,

RE: ELEC., TYP. LP

LP

LP

SITE LIGHTING,

RE: ELEC., TYP.

LP

SITE LIGHTING,

RE: ELEC., TYP.

LP

SITE LIGHTING,

RE: ELEC., TYP.

LP

SITE LIGHTING,

RE: ELEC., TYP.

LP

SITE LIGHTING,

RE: ELEC., TYP.

LP

SITE LIGHTING,

RE: ELEC., TYP.

CONCRETE WALL

SURROUNDING SAND

FILTER, RE: SHEET C502

TOP OF WALL=7900.73

TOP OF SAND=7898.23

MAX WALL HEIGHT=2.5'

NOTE: RE DETAIL 5/C500

FOR BOLLARD DETAIL

W

4' O.C.

MAX.

TYP.

4' O

.C

M

AX

TY

P.

4' O

.C

M

AX

TY

P.

4' O.C. MAX. TYP

4' O

.C

M

AX

4' O

.C

M

AX

TY

P.

4' O.C.

MAX.

TYP.

2' O

.C

M

AX

3.67' TYP. 16.33', TYP.

REFER TO EXPANDED

SITE PLAN, THIS SHEET

4' O

.C

M

AX

TY

P.

4' O.C.

MAX.

TYP.

72.65'

.0

2'

7.31'

EV

ACCESSIBLE PARKING

+ VAN ACCESSIBLE

SIGNS MOUNTED ON

BUILDING

EV PEDESTAL WITH

BOLLARD PROTECTION,

RE: ELEC.

CONC. WHEELSTOP

ACCESSIBLE

STRIPING SYMBOL

WHITE STRIPING, TYP.

EV PARKING

STRIPING & SIGNAGE

MOUNTED ON

BUILDING, TYP.

DIAGONAL WHITE

STRIPING @ 2' O.C.,

TYP

5.

.0 0'

8.00' 8.00' 8.00'

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C101

SI

TE

P

LA

EXPANDED SITE PLAN

SHED

EX. MAG

CONTAINMENT

7-BAY VSF BUILDING

EV

EV

EV

EV

LP

LP LP

LP

LP

LP

LP

LP

LP

LP

W

1 10

11 12

2324 25

49 50

5152 53 54

57 58

Point Table

Point #

Northing

1275155.79

1275154.95

1275135.13

1275084.42

1275085.84

1275136.55

1275155.76

1274936.75

1274940.48

1275155.47

1275155.73

1275155.70

1275027.16

1275047.16

1275322.50

1275264.85

1275270.78

1275268.87

1275257.86

1275152.08

Easting

3021046.48

3022290.18

3021271.39

3021271.83

3021434.53

3021434.09

3021094.73

3021096.64

3021525.63

3021523.76

3021147.97

3021168.03

3021524.88

3021524.70

3021102.02

3021101.47

3021043.76

3021056.68

3021122.77

3021125.22

Description

SITE BENCHMARK

NE PROP CORNER

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

FENCE END

FENCE CORNER

FENCE CORNER

FENCE CORNER

GATE

GATE

GATE

GATE

LIGHTPOLE

LIGHTPOLE

WATER TAP

WATER VALVE

WATER LINE

WATER LINE

Point Table

Point #

Northing

1275148.77

1275379.16

1275342.57

1275020.76

1274949.75

1274952.00

1274953.04

1274953.48

1275061.42

1275061.63

1275064.91

1275066.24

1275097.24

1275087.72

1275087.72

1275129.72

1275129.72

1275139.42

1275139.42

1275149.42

Easting

3021302.93

3021070.84

3021241.20

3021100.71

3021096.53

3021355.63

3021474.25

3021525.52

3021272.03

3021296.03

3021296.00

3021439.70

3021439.43

3021461.25

3021475.25

3021475.25

3021461.25

3021505.74

3021517.74

3021517.74

Description

WATER LINE

LIGHTPOLE

LIGHTPOLE

LIGHTPOLE

CURB FL END

CURB OPENING

CURB OPENING

CURB FL END

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

Point Table

Point #

Northing

1275149.42

1275270.74

1275270.74

1275316.74

1275316.74

1275153.64

1275102.39

1274956.50

1274954.79

1275184.22

1274951.97

1274938.97

1274940.06

1274953.06

Easting

3021505.74

3021096.56

3021123.06

3021123.06

3021096.56

3021205.92

3021518.12

3021455.76

3021279.95

3021053.72

3021352.48

3021352.55

3021477.49

3021477.38

Description

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

CONC CORNER

LIGHTPOLE

LIGHTPOLE

LIGHTPOLE

LIGHTPOLE

LIGHTPOLE

SAND FILTER

SAND FILTER

SAND FILTER

SAND FILTER

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C110

H O

R

IZ

O N

TA

L

C O

N

TR

O L

SHED

EX. MAG

CONTAINMENT

SITE BENCHMARK:

FOUND 2 12" ALUM. CAP ON REBAR

LABELED 78.24' W.C. TO S 1/16 COR.

SEC. 21/22 PLS#32434

ELEV. = 7905.84 NAVD 88

ED

G

E O

F

PA

VE

M

EN

T

7-BAY VSF BUILDING

FF=7903.50

03.50

03.10 03.10

2.

0%2.

0%

7902.81 7901.73 7901.23

7900.83 79

.2

.2

2.

0%

1.0%1.0% 1.0%1.0% 2.0%

7905.05 ME

7905.25 ME

1.

1%

1.

1%

EV

EV

EV

EV

LP

03.04

.04

03.50 03.50

03.50 03.40

05.86 HP

05.05

04.82 ME

7900.50 ME

7900.737901.50

M.E.

M.E.

M.E.

M.E.

M.E.

M.E.

M.E.

M.E.M.E.

M.E.

M.E.

M.E.

M.E.

M.E.

03.22 03.05

03.89

04.03

TOC=05.38

(4" ABOVE

GRADE, TYP)

1.0% 1.0%

3.

1%

4.

0%

TOC=05.38

(4" ABOVE

GRADE, TYP)

2.

0%

1.0%

1.2%

04.55

05.05

04.55

05.36 HP

5% 5%

5%

5%

.7

7900.737900.73

7900.73

7900.73

7900.23

.7

.2

.73

.23

7900.73

7900.23

03.30

04.85

2.0%

03.30

04.85

LP LP

LP

LP

LP

LP

LP

LP

W

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C200

G R

AD

IN

G P

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND IN THE WATERSHED BELOW THE SITE. CONTROL SYSTEMS SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION. CONTROL SYSTEMS SHALL INCLUDE GRAVEL

BAG ROCK SOCKS, SILT FENCES AND INLET PROTECTION DEVICES.

2. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL MEASURES AS SPECIFIED BY THE SWMP.

3. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM LEAVING THE SITE DURING ALL DEMOLITION, EXCAVATION, TRENCHING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE

AS PART OF THIS PROJECT.

4. THE CONTRACTOR SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THE SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC ROADS.

5. APPROVED EROSION AND SEDIMENT CONTROL “BEST MANAGEMENT PRACTICES” (BMP’S) SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THE PROJECT. AT A MINIMUM, THE CONTRACTOR OR THEIR SWMP ADMINISTRATOR SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIRS SHALL BE COMPLETED WITHIN 48 HOURS OF DISCOVERY. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OF DEBRIS ADVERSELY IMPACT THE FUNCTIONING OF THE BMP.

6. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT SAW CUTTING OPERATIONS ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY THE CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS

TO THE DRAINAGE SYSTEM IS PROHIBITED.

7. PAVED SURFACES ADJACENT TO THE SITE SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED.

8. EROSION/SEDIMENT CONTROL DEVICES PER SWMP PLANS SHALL BE PLACED AS CONSTRUCTION SEQUENCING AND ACCESS DICTATES.

9. ALL INLETS WITHIN THE CONSTRUCTION AREA TO BE PROVIDED INLET PROTECTION DURING CONSTRUCTION.

GRADING AND EROSION CONTROL NOTES

0.43%

41.5

41.5

41.5

ME

C300

SW

M

P C

O

VE

R S

H

EE

T

SAND

SHED

EX. MAG

CONTAINMENT

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C301

IN

IT

IA

L

SW

M

P

SAND

SHED

EX. MAG

CONTAINMENT

7-BAY VSF BUILDING

EV

EV

EV

EV

LP

LP LP

LP

LP

LP

LP

LP

LP

LP

W

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C302

IN

TE

R

IM

S W

M P

SAND

SHED

EX. MAG

CONTAINMENT

7-BAY VSF BUILDING

EV

EV

EV

EV

LP

LP LP

LP

LP

LP

LP

LP

LP

LP

W

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C303

FI

N

AL

S

W M

P

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C304

SW

M

P D

ET

AI

LS

(1

O F

2)

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C305

SW

M

P D

ET

AI

LS

(2

O F

2)

SHED

EX. MAG

CONTAINMENT

PP

PP

W

ED

G

E O

F

PA

VE

M

EN

T

7-BAY VSF BUILDING

FF=7903.50

EV

CONNECT 1.5" TYPE K

COPPER TO BUILDING,

RE: PLUMBING

SANITARY SEWER SERVICE

LINE, RE: ONSITE

WASTEWATER TREATMENT

PLANS & PLUMBING, TYP.

SANITARY SEWER

TREATMENT AREA, RE:

ONSITE WASTEWATER

TREATMENT PLANS &

PLUMBING, TYP.

379.2 LF 1.5" TYPE K

COPPER, TYP.

1.5" TAPPING SADDLE

13.2 LF 1.5" TYPE K COPPER

1.5" CURB STOP

EV

EV

EV

LP

WASH BAY

TREATMENT

SYSTEM, RE: WTS

PLANS, TYP.

30' POWERED SLIDE

GATE W/ INTEGRAL

MAN GATE & LOOP

DETECTORS FOR EXIT

DATA PED. FOR GATE,

RE: ELEC.

CARD READER W/

BOLLARD

PROTECTION

GAS LINE TO BUILDING BY

PROPANE COMPANY, TYP.

LP LP

LP

LP

LP

LP

LP

LP

W

WATER METER IN VAULT

APPROXIMATE

LOCATION OF MAIN

ELECTRICAL SERVICE

PANNEL, RE: ELEC.

HEAT PUMPS ON PAD,

RE: MECH.

WASTE OIL TANK,

RE: STRUCT.

CONC. PAD FOR

GENERATOR (TO BE

PROVIDED BY OWNER)

WITH BOLLARD

PROTECTION, RE: STRUCT.

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C400

U

TI

LI

TY

P

TACK COAT

2.5" LIFT-GRADE S, N=100 OR APPROVED EQUAL

1.5" LIFT-GRADE SX, N=75 OR APPROVED EQUAL

8" THICK AGGREGATE

BASE COURSE

BINDER=64-22 OR APPROVED EQUAL

4"R

4"R

DETAIL 1 DETAIL 2

(LONGITUDINAL OR TRANSVERSE)

1" DIA. SMOOTH BAR DOWEL x

1'-2 LONG SPACED @ 12" O.C.

ONE SIDE LUBRICATED.

(LONGITUDINAL OR TRANSVERSE)

(10' MAX. SPACING)

SAWCUT

JOINT SEALANT DETAILS, DETAIL 1FILL JOINTS TO WITHIN 1/8"

OF SURFACE WITH JOINT

SEALANT TYP.

6" THICK

AGGREGATE BASE

COURSE

6" THICK

AGGREGATE

BASE COURSE

JOINT SEALANT

DETAILS, DETAIL 2

8" PORTLAND CEMENT

CONCRETE

6" THICK AGGREGATE

BASE COURSE

SUBGRADE PREP. PER

GEOTECHNICAL REPORT

3' -0

1"

18" DIA.

3' -6

3' -0

6" 1"

SUBGRADE PREP. PER

GEOTECHNICAL

REPORT

SUBGRADE PREP. PER

GEOTECHNICAL

REPORT

SUBGRADE PREP. PER

GEOTECHNICAL

REPORT

#5 @ 16" EACH WAY

6"

12"

6"

CURB AND GUTTER

RIPRAP CHANNEL

NOT TO SCALE,

RE: PLAN

N.T.S.

SHAPE

& TEXT SIZESIGN # MUTCD

SIGN

NUMBER

30"x30"1 R1-1

12"x18"2 R7-128

6"x12"3 R7-8PVAN

ACCESSIBLE

N.T.S.

BOLLARD DETAIL5

SIGN MOUNTING AND SCHEDULE7

TYPICAL EV STATION PAINT PATTERN8

NOTES:

1. PRIOR TO PLACING PAVEMENT MARKINGS CLEAN SURFACE IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. APPLY WATER BASED FLEXIBLE PAINT (MPI NO. 97) AND EV

PATTERN AT EACH EV SPACE AS INDICATED IN THE TYPICAL

PATTERN ABOVE. GREEN FOR EV SPACE, WHITE FOR STRIPING

AND EV PATTERN.

3. BASIS OF DESIGN: US SPECIALITY COATINGS STAMPCRETE EV OR

APPROVED EQUAL.

12"x18"4 CUSTOM

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C500

C

IV

IL

D

ET

AI

LS

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C501

C D

O T

D

ET

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C502

C D

O T

D

ET

NOT TO SCALE

124'-0"

'-8

8" TYP. WALL

THICKNESS

NOT TO SCALE

8"

NOT TO SCALE

RIPRAP CROSS SECTION

TOP OF WALL/BERM=7900.73

SAND FILTER OVERFLOW

EL.=7899.73

#4 @ 10" EA. WAY

NOT TO SCALE

NOT TO SCALE

SAND FILTER WALL CROSS SECTION

DRAWING NUMBER

CDOT PROJECT NO.

23740

DRAWN BY:

PR

O

PE

R

TY

M

AN

AG

EM

EN

T

W

. H O

W

AR

D P

L.

D

EN

VE

R

C O

Ph on e:

-7

-9

FT

G

A R

LA

N

D

+1 B

A Y

VS

F

H

IG

H

W

AY

FO

R

T G

AR

LA

N D

, C O

LO

R

AD

O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

C O

N

ST

R U

C

TI

O N

D O

C S

C O

N

ST

R U

C

TI

O N

D O

C S

C D

/C O

D E

R

EV

IE

W

R

ES

PO

N

SE

T

O C

O M

M

EN

TS

/1 7/

0%

B

ID

S

ET

D

ES

C R

IP

TI

O N

D

AT

E N

o. 2 3 4 5

0-

/2

3/

/0

3/

/2

3/

/1

8/

C503

PO

N

D D

ET

GENERAL ONSITE WASTEWATER TREATMENT(OWTS) NOTES

DRAWN BY:

DRAWING NUMBER

D A

T E

N o

D

E S

C R

IP

T

IO

N

-7

-9

P R

O P

E R

T Y

M A

N A

G E

M E

N T

W

H

O W

A R

D P

L.

C ol or a do D ep a rt m e nt o f

T ra n sp o rt a tio n

P h o ne

D

E N

V E

R

C O

F T

G A

R

LA

N D

B

A Y

V S

F

H

II

G

H W

A Y

F O

R T

G A

R L

A N

D

C O

L O

R A

D O

KEC

N A

5% C

O N

S T

R U

C T

IO

N

D O

C S

WW-001

5%

C O

N S

T R

U C

T

IO

N D

O C

S 2 3 4

9%

C D

/C O

D E

R E

V

IE

W

R E

S P

O N

S E

T O

C O

M M

E N

T S

O W

T S

N O

T E

S

5/

/2

CDOT PROJECT NO.

26570

B

ID

S E

T

7/

/2

Onsite Wastewater Engineering-Civil Engineering P.O. Box 18796, Golden, CO 80402

Voice: (720) 898-3434

7/

/2

8/

/2

SHED

EX. MAG

CONTAINMENT

7-BAY VSF BUILDING

EV

EV

EV

EV

LP

LP LP

LP

LP

LP

LPW

ON-SITE WASTEWATER

SOIL TREATMENT AREA

1,000-GALLON,

2-COMPARTMENT

CONCRETE

SEPTIC TANK

1,000-GALLON,

SINGLE

COMPARTMENT

CONCRETE FLOW

EQUALIZATION

TANK WITH

DUPLEX PUMPS

1.5" SCHED 40 PVC3' SAND FILTER

WITH 22 ELJEN

MODULES

8'

46'

4" SCHED 40

SANITARY SEWER

WITH CLEANOUT

CONTROL PANEL

TEST PIT 1

TEST PIT 2

SEWER

CLEANOUT

SEWER

CLEANOUT

SCALE: 1" = 20'

N

0 5 10 20 30 50

OWTS NOTES

1. CONNECT 4" PVC TO BUILDING W/

2-WAY CLEANOUT, INV.=7900', RE:

PLUMBING

2. 137 LF 4" PVC @ 2.0% TO SEPTIC TANK 1,

LID=7901', 4" INV. IN=7897', 4" INV.

OUT=7896.75

3. INSTALL 4" SCHED 40 PVC BETWEEN

TANKS.

4. SEPTIC TANK 2 LID=7901, 4" INV.

IN=7896.25, 4" INV. OUT=7896'

5. ORENCO CONTROL PANEL

6. 95 LF 1.5" SCHED 40 PVC

7. STA - FG = 7901-7902', BOT OF ELJEN =

7900.5, BOT OF SAND = 7897.5'

DRAWN BY:

DRAWING NUMBER

D A

T E

N o

D

E S

C R

IP

T

IO

N

-7

-9

P R

O P

E R

T Y

M A

N A

G E

M E

N T

W

H

O W

A R

D P

L.

C ol or a do D ep a rt m e nt o f

T ra n sp o rt a tio n

P h o ne

D

E N

V E

R

C O

F T

G A

R

LA

N D

B

A Y

V S

F

H

II

G

H W

A Y

F O

R T

G A

R L

A N

D

C O

L O

R A

KEC

N A

5% C

O N

S T

R U

C T

IO

N

D O

C S

WW-100

5%

C O

N S

T R

U C

T

IO

N D

O C

S 2 3 4

9%

C D

/C O

D E

R E

V

IE

W

R E

S P

O N

S E

T O

C O

M M

E N

T S

O W

T S

S

IT

E P

LA

N

5/

/2

CDOT PROJECT NO.

26570

Onsite Wastewater Engineering-Civil Engineering P.O. Box 18796, Golden, CO 80402

Voice: (720) 898-3434

Onsite Wastewater Consultants

7/

/2

7/

/2

B

ID

S E

T

8/

/2

ELECTRICAL REQUIREMENTS

TWO 230V, 20-AMP CIRCUIT FOR

PUMPS

ONE 115V, 10-AMP CIRCUIT FOR

CONTROLS

FLOAT ELEVATION SETTINGS:

SET THE OVERRRIDE FLOAT ACTIVATION

ELEV 3-INCHES BELOW THE TANK INLET

ELEVATION.

SET THE HIGH WATER ALARM FLOAT

ACTIVATION ELEV 5-INCHES BELOW THE

TANK INLET ELEVATION.

SET THE TIMER ON/OFF FLOAT

ACTIVATION ELEVATION 3-INCHES

ABOVE THE LOW WATER ALARM ELEV.

SET THE REDUNDANT OFF/LOW WATER

ALARM FLOAT ACTIVATION ELEV

26-INCHES ABOVE THE BOTTOM OF THE

TANK.

LIQUID LEVEL

DISCHARGE PIPE TO STA

COMPACTED BACKFILL SOIL

IN-SITU MATERIAL

FINISHED GRADE

4" SCHED 40

PVC PIPE

CONDUIT; SEE

NOTE 12

LIQUID LEVEL

TANK ADAPTOR

INLET TEE

SLOPE

POSITIVE

1,000 GALLON TRAFFIC RATED SEPTIC TANKS 1,000 GALLON EQUALIZATION TANK

5" BEDDING SAND

REQUIRED

PIPE FROM

GENERAL DOSING TANK NOTES:

1. BIOTUBE PUMP VAULT & HIGH WATER ALARM SHALL BE INSTALLED IN THE SECOND RISER OF THE EQUALIZATION TANK.

2. CONTRACTOR SHALL FURNISH AND INSTALL AN EXTERNAL SPLICE BOXES.

3. ALL EQUIPMENT ACCESS HANDLES SHALL BE EXTENDED TO A MAX OF 12" BELOW BOTTOM OF RISER LID.

4. INSTALLER SHALL INSTALL TWO FRONT RANGE PRECAST SINGLE COMPARTMENT CONCRETE SEPTIC TANKS. ALTERNATE TANK CONFIGURATIONS ARE POSSIBLE WITH

PRIOR WRITTEN APPROVAL OF DESIGN ENGINEER. NO MID-SEAM TANKS SHALL BE ALLOWED.

5. TANKS RISERS AND LIDS SHALL BE FIBERGLASS. LIDS SHALL BE INSULATED WITH 2" OF CLOSED FOAM INSULATION.

6. SLOPE FINISHED GRADE AWAY FROM TANK LIDS AT MIN 5% FOR 5-FEET. MIN SLOPE THEREAFTER IS 2% AWAY FROM TANK.

7. EXTEND ALL RISERS TO FINISHED GRADE.

8. PROOF ROLL SUBGRADE PRIOR TO PLACING BEDDING. COMPACT BEDDING TO MIN 95% MAX DRY DENSITY.

9. PROVIDE EXCAVATION FOR TANK IN ACCORDANCE W/ OSHA REGULATIONS TO FURNISH A SAFE WORKING ENVIRONMENT FOR INSTALLERS.

10. PROVIDE A STABLE SUBGRADE FOR TANK. OVEREXCAVATE ALL SOFT & YIELDING MAT'L. BACKFILL W/ 1/2" MINUS SAND. BACKFILL & COMPACT IN LIFTS TO BOT PIPES

BEFORE INSTALLING PIPES. COMPACT ALL SUBGRADE & SOIL TO MIN 95% MAX DRY DENSITY PER ASTM D698.

11. BACKFILL IN MAX 12" LIFTS AROUND TANK TO BOTTOM OF INLET AND OUTLET PIPES BEFORE PLACING PIPES. BED PIPES BEFORE PLACING.

12. EXTEND CONDUIT FULL LENGTH TO CONTROL PANEL. FURNISH & INSTALL A CONDUIT SEAL PER MFGS INSTRUCTIONS.

CONTROL PANEL

ORENCO SYSTEMS, INC.

(OSI)

MVP-DAX-PT-RO-ETM-CT

20.6 GAL/IN

OVERRIDE FLOAT

TIMER ON/OFF FLOAT

REDUNDANT OFF FLOAT/LOW WATER ALARM

FLEXIBLE HOSE

TANK ADAPTOR (CAST OR BOLTED)

VAULT INLET PORTS

FLOW INDUCER

OSI PF300512 DUPLEX EFFLUENT PUMPS

FILTER CARTRIDGE

DRAIN PORT

FLOAT TREE HANDLE (SEE NOTE 3)

COLD WEATHER DISCHARGE

ASSEMBLYBUILDING

24" FIBERGLASS

RISERS

24" INSULATED FIBERGLASS

LIDS, TYP

HIGH WATER ALARM

BUILDING SEWER CLEANOUT

VENT AND CLEANOUT CAP

TRENCH NOTES:

1. PLACE & COMPACT BEDDING MATERIAL TO BOTTOM OF PIPE ELEVATION BEFORE INSTALLING PIPE.

2. BEDDING SHALL BE IN PLACE, COMPACTED & PIPE INSTALLED AT TIME OF COWC INSTALLATION OBSERVATION.

3. BURY DEPTH MEANS DISTANCE FROM FINISHED GRADE TO THE PIPE CROWN.

4. FOR ALL SITUATIONS WHERE THE MIN PIPE BURY DEPTH PER COUNTY REQUIREMENTS CANNOT BE MET, A MIN OF 1" OF HIGH

DENSITY CLOSED CELL FOAM INSULATION CAN BE SUBSTITUTED FOR EA 12" OF SOIL COVER THAT IS LACKING. A MIN OF 2" OF

FOAM INSULBOARD SHALL BE REQUIRED. STYROFOAM BEAD BOARD IS NOT ACCEPTABLE.

5. MINIMUM INSULATION WIDTH IS 24", CENTERED OVER CROWN OF PIPE.

6. ALL COMPACTION SHALL BE IN ACCORDANCE WITH ASTM D-698. COMPACT FILL & BACKFILL OUTSIDE RIGHT OF WAY TO MIN 90%

MAX DRY DENSITY. COMPACT FILL & BACKFILL INSIDE RIGHT OF WAY TO MIN 95% MAX DRY DENSITY.

BUILDING SEWER/DISCHARGE PIPE SECTION

MATCH EXIST AC PVMT

SAW CUT ASPHALT ONLY.

NO OTHER TYPE CUT

MATCH EXIST LEVELING

COURSE.

MATCH EXIST

GRADE

MATCH EXIST SUB-BASE

SLOPE PER OSHA

REQUIREMENTS

NON-FROST SUSCEPTIBLE

FILL/BACKFILL

1/2" MINUS GRANULAR BEDDING

MAT'L; TYP 6" ALL SIDES PIPE

UNCLASS. FILL/

BACKFILL

SEE NOTES 4 & 5

DEPTH VARIES

BURIED PIPE

CONTROL PANEL

WELD COUNTY DESIGN CALCULATIONS

12 EMPLOYEES X 15 GPD = 180 GPD

5 VISITORS X 5 GPD = 25 GPD

LOADING= Q= 205 GPD

SOIL TYPE R-0, LTAR: 0.8 (TL1)

SOIL TREATMENT AREA = Q/LTAR = 205/0.8 = 257 SF

257 SF/(12 SF/MODULES)= 22 MODULES

2 ROWS OF 11 MODULES = 22 MODULES; 264 SF

ELJEN PRESSURE DOSED BED SOIL TREATMENT AREA

D E

P T

H

F E

E T

TP-1 TP-2

0-31" SANDY LOAM W/ >50% >20MM

ROCK, 7.5YR 4/3

R-2 W/ TYPE 2 MATRIX

31-84" LOAMY SAND W/ >50% >20MM

ROCK, 7.5YR 4/3

R-0

0-23" SANDY LOAM W/ >50% >20MM

ROCK, 7.5YR 4/3

R-2 W/ TYPE 2 MATRIX

23-91" LOAMY SAND W/ >50% >20MM

ROCK, 7.5YR 4/3

R-0

DRAWN BY:

DRAWING NUMBER

D A

T E

N o

D

E S

C R

IP

T

IO

N

-7

-9

P R

O P

E R

T Y

M A

N A

G E

M E

N T

W

H

O W

A R

D P

L.

C ol or a do D ep a rt m e nt o f

T ra n sp o rt a tio n

P h o ne

D

E N

V E

R

C O

F T

G A

R

LA

N D

B

A Y

V S

F

H

II

G

H W

A Y

F O

R T

G A

R L

A N

D

C O

L O

R A

KEC

N A

5% C

O N

S T

R U

C T

IO

N

D O

C S

WW-500

5%

C O

N S

T R

U C

T

IO

N D

O C

S 2 3

9%

C D

/C O

D E

R E

V

IE

W

O W

T S

C O

M P

O N

E N

T D

E T

A

IL

S

5/

/2

CDOT PROJECT NO.

26570

R

E S

P O

N S

E T

O C

O M

M E

N T

S

B

ID

S E

T

7/

/2

Onsite Wastewater Engineering-Civil Engineering P.O. Box 18796, Golden, CO 80402

Voice: (720) 898-3434

7/

/2

8/

/2

23704

B

IM

cl ou d:

v eg aa rc hi te ct ur e

- B

IM

cl ou d S of tw ar e as a

S er vi ce

/P R

O

JE

C

TS

/C D

O T.

Ft G ar la nd /C

D O

T_ Ft

G ar la nd

_A C

.00

.VX

XX

X

A0.1

G E

N E

R A

L N

O

TE

S

S C

H E

D U

LE

S

DRAWN BY: VA

P R

O P

E R

TY

M

A N

A G

E M

E N

T

W

. H O

W A

R D

P L.

D E

N V

E R

C

O

.00

.VX

XX

X

FT

G

A R

LA

N

D

+1 B

AY

V

S F

H

W Y

FO

R

T G

A R

LA

N

D , C

O

LO

R A

D O

, 8

C ol or ad o D ep ar tm en t of

T ra ns po rt at io n

P ho ne : 3

-7

-9 architecture llc 495 w cedar ave denver, co 80223

303.872.0487 vegaarchitecture.com

D E

PA

R

TM

E

N T

O F

TR

A

N S

P O

R

TA

TI

O

N

C O

N S

TR

U

C

TI

O N

D O

C S

C O

N S

TR

U

C

TI

O N

D O

C S

C O

N S

TR

U

C

TI

O N

D O

C S

R E

S P

O N

S E

T O

C O

M M

E N

TS

1 2 3 4

/1

8/

/3

0/

/0

3/

/2

8/

0%

B

ID

S E

T

/1

8/

D

AT

E N o.

D

ES

C

R

IP

TI

O

N

1. ALL WALLS AND PARTITIONS ARE TO BE BUILT PER PARTITION TYPES SHOWN ON THIS SHEET AND

CALLED OUT IN THE PLANS AND SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL

PARTITIONS, OPENINGS, EQUIPMENT, ETC.

3. LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS.

4. CONTRACTOR SHALL NOTIFY THE CDOT REPRESENTATIVE OF ANY DISCREPANCIES OR

CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS TO REQUEST AND RECEIVE AN

INTERPRETATION OR CLARIFICATION FROM CDOT REPRESENTATIVE BEFORE PROCEEDING

WITH CONSTRUCTION.

5. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH CREATION OF SHOP

DRAWINGS AND CONSTRUCTION.

6. REFER TO CIVIL DRAWINGS FOR GRADE EQUIVALENT OF ARCHITECTURAL ELEVATION OF 100'-0".

7. DISTANCE FROM PERPENDICULAR WALL TO INSIDE FACE OF DOOR JAMB SHALL BE 4 1/2" UNLESS

OTHERWISE NOTED.

8. AT ROOMS WITH FLOOR DRAINS (TOILET ROOMS, MECHANICAL ROOMS, ETC.), FLOOR SHALL SLOPE TO DRAIN. SLOPE FLOOR TO DRAIN AT 1/4 INCH PER FOOT FROM DRAIN. DO NOT EXCEED

SLOPE FOR ACCESSIBILITY PER ICC A117.1. RE: FLOOR SLAB PLAN ON SHEET A2.2

9. PROVIDE FULLY TEMPERED OR LAMINATED SAFETY GLASS WHERE REQUIRED BY ALL

APPLICABLE CODES, REGULATIONS AND LAWS.

10. NOTE USED.

11. GYP BD IS 5/8 INCH THICKNESS U.O.N., PROVIDE TYPE "X" FIRE RATED GYP BD AT TESTED FIRE

ASSEMBLIES.

12. DO NOT PLACE MECHANICAL AND/OR ELECTRICAL DEVICES BACK TO BACK IN SOUND BARRIER

PARTITIONS. ALL DEVICES TO BE PLACED IN SEPARATE STUD SPACES WITH 8" O.C. MIN.

SEPARATION.

13. PROVIDE CEMENTITIOUS TILE BACKER BOARD AT ALL WALLS IN DIRECT CONTACT WITH WATER

AND AT ALL WALLS SCHEDULED TO RECEIVE SCHEDULED CERAMIC OR STONE TILE. AT HUMID

SPACES INCLUDING BUT NOT LIMITED TO TOILET ROOM WALLS, KITCHEN WALLS AND WALLS

ADJACENT TD WATER FEATURES WHERE TILE IS NOT SCHEDULED PROVIDE MOISTURE

RESISTANT GYPSUM BOARD.

14. UON, PARTITIONS ARE DIMENSIONED TO FACE OF GYP BD, FACE OF MASONRY AND TO FACE OF

EXISTING CONSTRUCTION. ANY INTERIOR PARTITIONS DIMENSIONED TO FACE OF METAL STUD

ARE NOTED - "FOS" (FACE OF STUD). DIMENSIONS TO PRE-ENGINEERED METAL

BUILDING COMPONENTS ARE TO FACE OF GIRT OR FACE OF PURLIN.

15. DIMENSIONS TO DOORS AND WINDOWS ARE TO THE CENTERLINE OF THE OPENING. REFER TO

DOOR AND WINDOW SCHEDULE FOR SIZE OF DOORS, WINDOWS, AND FRAMES.

16. PARTITIONS ARE PERPENDICULAR AND/OR PARALLEL TO COLUMN GRID U.O.N.

17. NOTES TO "ALIGN" MEAN TO ALIGN FINISHED FACE OF PARTITION UNLESS OTHERWISE NOTED

AND SHALL HAVE PRIORITY OVER DIMENSIONED LOCATIONS.

18. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING OR 20 GAUGE METAL BLOCKING AS

SHOWN OR AS REQUIRED FOR ATTACHMENT OF WALL MOUNTED HARDWARE, TOILET

ACCESSORIES, CASEWORK, MILLWORK, FINISH CARPENTRY ETC. AS MAY BE REQUIRED FOR THE

SECURE ATTACHMENT OF ADJOINING WORK

19. PROVIDE STUDS OF GAUGE AND SPACING ADEQUATE TO SUPPORT APPLIED LOADS INCLUDING

HAND-RAILS, KNEE WALLS, GRAB BARS, WALL-MOUNTED FIXTURES, ETC.

20. REFER TO GYPSUM BOARD ASSEMBLIES SPECIFICATION SECTION FOR ADDITIONAL

REQUIREMENTS FOR GYPSUM BOARD ASSEMBLIES INCLUDING, BUT NOT LIMITED TO FIRE RATED

CONSTRUCTION, SOUND RATED CONSTRUCTION, MATERIALS AND TOLERANCES.

21. EXTERIOR ENVELOPE, INCLUDING WALLS, ROOF, FOUNDATION, DOORS AND WINDOWS, SHALL BE

INSULATED TO MEET REQUIREMENTS OF ASHRAE 90.1 STANDARDS IN ACCORDANCE WITH THE

INTERNATIONAL ENERGY CONSERVATION CODE (IECC) FOR CLIMATE ZONE. COMPLIANCE SHALL

BE THROUGH A BUILDING ENVELOPE COMCHECK OR PRESCRIPTIVE APPROACH. CONTRACTOR

TO PROVIDE WALL AND ROOF ASSEMBLIES THAT MEET THE ASSEMBLIES OUTLINED IN

COMCHECK.

22. SOUND INSULATED WALLS SHALL HAVE MINIMUM 3-1/2" SOUND ATTENUATION BATTS AND SHALL

FILL CAVITY WALL COMPLETELY

23. AT METAL BUILDING SYSTEM AND BRAKE METAL INSTALLATION, CLEANLY TERMINATE EDGES

PERPENDICULAR TO PARALLEL WALL OR SURFACE.

24. MAINTAIN 80" HEAD CLEARANCE BELOW ALL DUCTS AND SOFFITS THROUGHOUT THE BUILDING.

AT ANY LOCATIONS THAT DO NOT MAINTAIN CLEARANCE, SUCH AS ACCESS UNDER STAIRS, CANE

DETECTION SHALL PROVIDED IN ACCORDANCE WITH ADA

GENERAL NOTES METAL BUILDING SYSTEMS SCHEDULE OF COLORS AND FINISHES

THE FOLLOWING PRODUCTS ARE METAL BUILDINGS SYSTEMS THAT HAVE HISTORICALLY MET THE

PERFORMANCE REQUIREMENTS AS SPECIFIED. DUE TO POTENTIAL CHANGES MANUFACTURING

PROCESSES, INCLUSION ON THIS LIST DOES NOT GUARANTEE ACCEPTABILITY FOR USE ON THIS PROJECT.