B08_Attachment_1_22R0030_Jarvie_Ranch_Contact_Station_Final_Drawings_1_of_2.pdf

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT LOCATION PROJECT VICINITY - BROWNS PARK ROAD, DUTCH JOHN, UTAH SITE ACCESS - 40°53'58.15"N, 109°10'37.49" W

DESIGNERS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

JARVIE RANCH CONTACT STATION

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

INDEX OF DRAWINGS

GENERAL

G001 COVER SHEET

G002 SHEET INDEX

CIVIL

C001 CIVIL NOTES

C101 EXISTING CONDITIONS

C102 SITE DEMOLITION PLAN

C103 OVERALL SITE PLAN

C104 SITE GRADING/COORDINATION PLAN

C501 CIVIL DETAILS

C502 CIVIL DETAILS

STRUCTURAL

S001 GENERAL NOTES

S002 GENERAL NOTES CONTINUED

S003 TYPICAL DETAILS

S004 TYPICAL DETAILS

S005 TYPICAL DETAILS

S201 FOUNDATION PLAN

S202 ROOF FRAMING PLAN

S301 SECTIONS

S302 SECTIONS

ARCHITECTURAL

GI-003 GENERAL INFORMATION

GI-101 LIFE SAFETY PLAN

GI-501 WALL TYPES

GI-701 ACCESSIBILITY COMPLIANCE

AE101 FLOOR PLAN

AE110 DIMENSION PLAN

AE121 ROOF PLAN

AE151 REFLECTED CEILING PLAN

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE251 INTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE351 WALL SECTIONS

AE501 PLAN DETAILS

AE511 SECTION DETAILS

AE512 SECTION DETAILS

AE601 DOOR SCHEDULES

AF101 FINISH FLOOR PLAN

PLUMBING

P001 PLUMBING LEGEND

P101 PLUMBING SUPPLY PLAN

P102 PLUMBING WASTE AND VENT PLAN

P401 PLUMBING CALLOUTS

P402 PLUMBING SUPPLY ISOMETRIC

P403 PLUMBING WASTE AND VENT ISOMETRIC

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

MECHANICAL

M001 MECHANICAL LEGEND

M101 MECHANICAL FLOOR PLANS

M401 ENLARGED MECHANICAL VIEWS

M501 HVAC DETAILS

M502 HVAC DETAILS

M503 HVAC DETAILS

M601 HVAC SCHEDULES

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS, LEGENDS AND GENERAL NOTES

ED101 ELECTRICAL DEMO SITE PLAN

ED601 DEMO PARTIAL SINGLE LINE DIAGRAM

ED602 DEMO ELECTRICAL SCHEDULES

E101 ELECTRICAL SITE PLAN

E102 VISITOR CENTER POWER PLAN

E103 VISITOR CENTER LIGHTING PLAN

E104 VISITOR CENTER SYSTEMS PLAN

E501 ELECTRICAL DETAILS

E601 PARTIAL SINGLE LINE DIAGRAM

E602 ELECTRICAL SCHEDULES

S

TATE OF UTA

H

BEN L. CARTER

P R

O F

E

SSIONAL ENG

IN

E

E R

Ben L Carter Digitally signed by Ben L Carter

Date: 2022.05.10 15:42:13 -06'00'

GENERAL NOTES

1. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE GOVERNMENT PRIOR TO START OF WORK.

2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.

3. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

GOVERNMENT.

4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE BASED ON SURVEY PROVIDED BY THE GOVERNMENT. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CALL BLUE STAKES OF UTAH AT 811 A MINIMUM OF 2 DAYS PRIOR TO

EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE

CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE

GOVERNMENT OF ANY POTENTIAL CONFLICTS.

5. CONTRACTOR SHALL NOTIFY THE GOVERNMENT WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY

PROJECT WITHOUT TWENTY-FOUR (24) HOUR PRIOR NOTICE.

6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS. AT THE REQUEST OF THE

GOVERNMENT, CONTRACTOR SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET

FORTH.

7. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE BASE; AND (C) PLACING OF

CONCRETE.

8. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE APPROVAL FROM THE GOVERNMENT IN WRITING PRIOR TO CONSTRUCTION.

9. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

10. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK.

11. THE CONTRACTOR SHALL REPAVE TO EXISTING GRADE ANY EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION.

12. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE

ARCHITECTURAL BARRIERS ACT (ABA) GUIDELINES AND REQUIREMENTS.

13. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT

BEEN CONSIDERED BY THE GOVERNMENT AND DESIGNER.

14. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR GOVERNMENT STAFF PLANNING PURPOSES.

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A

RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR REVIEW BY THE

GOVERNMENT. THE CONTRACTOR SHALL OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND

SUBMIT AND FILE A NOTICE OF INTENT (NOI), IF REQUIRED, AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA. THE CGP DOES NOT RELIEVE THE

CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORM WATER POLLUTION PREVENTION INCLUDING

BUT NOT LIMITED TO PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO ADJACENT STREETS, FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE

PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC RIGHTS-OF-WAY OR ADJACENT PRIVATE PROPERTY FROM

ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED

BY THE GOVERNMENT AGENCY, OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE

RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH

MEETS THE DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE CONTRACTOR.

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR

AGGREGATE STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE GOVERNMENT AND UNLESS

EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT DEPOSITION OF THE OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION

SHALL BE RESTORED TO THE CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE

CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A DUST CONTROL PLAN.

CIVIL NOTES:

1. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

2. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

3. AT A MINIMUM, THE MATERIALS USED FOR A POTABLE WATER SYSTEM MUST MEET NSF STANDARD 61, AND APPLICABLE AWWA STANDARDS.

3.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 36".

3.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST MAINTAIN HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS, IN ACCORDANCE WITH THE MINIMUM

REQUIREMENTS OUTLINED IN THE UTAH ADMINISTRATIVE CODE.

3.3. NEWLY INSTALLED WATER MAINS, SERVICES AND FIRE SERVICE LINES MUST BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE MOST RECENT AWWA STANDARD.

3.4. NEWLY INSTALLED WATER MAINS MUST BE FLUSHED, STERILIZED AND SAMPLED FOR CONTAMINATES, IN ACCORDANCE WITH THE MOST RECENT AWWA STANDARD

3.5. THE CONTRACTOR IS RESPONSIBLE FOR:

3.5.1. COORDINATING WATER OUTAGE WITH THE WATER PURVEYOR, 48 HOURS IN ADVANCE.

3.5.2. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE REQUIREMENTS, AT THE CONTRACTOR'S EXPENSE.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000PSI IN 28 DAYS.

2. SLUMP 4� MAXIMUM, AGGREGATE 3/4� MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: AASHTO M 85 OR ASTM C-150 TYPE I OR II CEMENT, U.N.O. AGGREGATE SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. FORMS SHALL BE SECURED TO PREVENT MOVEMENT OR SETTLEMENT AND SHALL BE CLEAN AND FREE OF HARDENED CONCRETE, DIRT, DISTORTION, AND RUST.

6. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH APPROVED FILL MATERIAL.

7. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

8. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER SPECIFICATIONS AND ACI-302.

9. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

10. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF

CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL

(AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT

EXCEED 6 FEET.

11. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

REINFORCING STEEL NOTES:

1. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3�

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2�

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2�

2. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE

CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN.

3. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN USING FIELD OBSERVATION, TOPO GATHERED DURING

DESIGN, AND GOVERNMENT PROVIDED SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF SURFICIAL INFORMATION SHALL BE FIELD

VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC SURVEY PROVIDED BY GOVERNMENT. COORDINATE SURVEY DATUMS

AND CONTROL WITH GOVERNMENT.

4. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL TEMPORARY BENCHMARKS AND OTHER DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF

WORK. NOTIFY THE GOVERNMENT OF ANY CONFLICTS.

SURVEY NOTES

CONSTRUCTION NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS

WELL AS TO PREVENT SPILLS OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL IN THE LOCATION SPECIFIED BY THE GOVERNMENT FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.

5. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH THE

LOCAL AUTHORITY, INCLUDING ALL REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

S

TATE OF UTA

H

BEN L. CARTER

P R

O F

E

SSIONAL ENG

IN

E

E R

Date: 2022.05.10 15:43:34 -06'00'

CP-2

5456.00

S S

SS

SS

SS

SS

SS

SS

SS

S S

SS

SS

SS

UGP

UGP

UGP

U G

P

U G

P

U G P

U G

P

U G

P

S S

S S

S S

S

SU

G P

U G

P

U G

P

U G

P

UGP

UGP

UGP

U G

P U

G P

U G

P U

G P

U G P

U G P

U G

P U

G P

U G

P U

G P

U G

P

U G

P

U G

P

U G

P

U G

P U

G P

U G

P U

G P

U G

P U

G P

CP-2CP-2CP-2

54565456.00.00545654565456545654565456545654565456545654565456

S S

S S

S S

S S

S S

S S

S S

W M

W M

CP-2

TP-3

5455.02

TP-2

5455.03

5456.32

TP-1

CONTROL POINT TABLE

POINT #

CP-1*

CP-2

CP-3*

NORTHING

1000.00

1095.82

1016.45

EASTING

2000.00

2435.60

2096.84

ELEVATION

5469.8

5456.0

5469.0

KEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAY/PARKING AREAS, UTILITIES,

STRUCTURES, AND OTHER FEATURES ARE SHOWN USING SITE SPECIFIC

SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF

SURFICIAL INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND

FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION, AND DEPTH OF

EXISTING FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE

SPECIFIC SURVEY PROVIDED BY THE GOVERNMENT. COORDINATE SURVEY

DATUMS AND CONTROL WITH GOVERNMENT.

LEGEND

EXISTING PARKING

LOT

EXISTING

RESTROOMS

EXISTING SEPTIC TANK

EXISTING SEPTIC

FIELD

NOTE: COORDINATES AND ELEVATIONS FOR THE PROJECT ARE SITE-SPECIFIC.

CONTROL POINT LOCATION (GOVERNMENT)

TEST PIT LOCATION (LBYD FEDERAL)

EXISTING POST AND RAIL FENCE

EXISTING SANITARY SEWER

EXISTING UNDERGROUND POWER

WATER VAULT

BURIED WATER

TANK ACCESS

MAIN ENTRANCE SIGN

ROCK COLLECTION

COUNTY ROAD

LIGHT POLE

BENCH

SS

UGP

* NOT SHOWN ON PLAN.

S

TATE OF UTA

H

BEN L. CARTER

P R

O F

E

SSIONAL ENG

IN

E

E R

Ben L Carter Digitally signed by Ben L Carter

Date: 2022.05.10 15:44:08

-06'00'

S S

SS

SS

SS

SS

SS

SS

SS

S S

SS

SS

SS

UGP

UGP

UGP

U G

P

U G

P

U G

P

U G

P

U G

P

S S

S S

S S

S

SU

G P

U G

P

U G

P

U G

P

UGP

UGP

UGP

UGP

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P U

G P

U G

P

U G

P

U G

P

U G

P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

S S

S S

S S

S S

CP-2

5456.00.00

S S

S S

S S

S S

W M

W M

5456545654565456545654565456545654565456545654565456545654565456545654565456545654565456545654565456545654565456

S S

S S

S S

54565456545654565456545654565456

S S

CP-2CP-2CP-2

S S

S S

X X

XXXXXX

X X

X X

X X

X X

EXISTING PARKING

LOT

EXISTING SEPTIC TANK

EXISTING SEPTIC

FIELD

MAIN ENTRANCE SIGN

ROCK COLLECTION

COUNTY ROAD

DEMOLITION KEYNOTES

1. DEMOLISH EXISTING RESTROOM FACILITY.

2. DEMOLISH SANITARY SEWER LINE TO EXISTING CLEANOUT.

3. DEMOLISH CLEANOUT.

4. REMOVE LIGHT POLE.

5. DEMOLISH EXISTING TANK AND WATER VAULT PER GOVERNMENT AND STATE

REQUIREMENTS.

6. DEMOLISH TREE.

7. DEMOLISH UNDERGROUND ELECTRICAL CONDUIT. SEE SHEET ED101.

8. DEMOLISH BENCHES.

9. DEMOLISH EXISTING CONCRETE SIDEWALK. SAW CUT AT LOCATION SHOWN.

10. RETAIN AND PROTECT EXISTING TREE IF POSSIBLE.

11. RETAIN AND PROTECT EXISTING DRAIN FIELD. EXACT LOCATION OF DRAINAGE FIELD

TO BE FIELD-VERIFIED.

12. RETAIN AND PROTECT EXISTING POST AND RAIL FENCE.

13. DEMOLISH EXISTING WATER LINE.

DEMOLITION NOTES

1. PARKING BARRIERS TO BE REMOVED BY GOVERNMENT.

2. MAINTAIN EXISTING UTILITY SERVICE THROUGHOUT THE SITE. COORDINATE ANY

OUTAGES WITH GOVERNMENT.

LEGEND

DEMOLITION AREA

LIMITS OF CONSTRUCTION

TEMPORARY FENCEX

SEE DEMOLITION NOTE 1

S

TATE OF UTA

H

BEN L. CARTER

P R

O F

E

SSIONAL ENG

IN

E

E R

Ben L Carter Digitally signed by Ben L Carter

Date: 2022.05.10 15:44:36

S

SS

SS

SS

SS

S S

SS

SS

SS

S S

W M

W M

COUNTY ROAD

W M

W M

CO

CO

W M

CO

S S

S S

S S

S S

S S

S S

X

X X

X X

X X

X X

KEY NOTES:

1. PROVIDE NEW ~1,440 SF CONTACT STATION BUILDING. SEE ARCHITECTURAL

DRAWINGS.

2. PROPOSED LANDSCAPE AREA CONSISTING OF 4" MINUS COBBLE ROCK TO MATCH

EXISTING SITE, PLACED 6" THICK OVER 27 MIL. POLYPROPYLENE WEED FABRIC. SEE

DETAIL 14/C502.

3. PROVIDE NEW SIDEWALK AROUND BUILDING PERIMETER PER DETAIL 4/C501.

4. PROVIDE NEW SIDEWALK AND WALKWAY, TYP. SEE DETAIL 2/C501.

5. PROVIDE NEW CURB & GUTTER. SEE DETAIL 6/C501.

6. PROVIDE ONE VAN ACCESSIBLE CONCRETE PARKING SPACE (10' X 20') AND ACCESS

AISLE (8' X 20'), SEE DETAIL 3/C501. FOR STRIPING, SEE DETAILS 11/C502. FOR

SIGNAGE, SEE DETAIL 12/C502.

7. PROVIDE NEW 2" DOMESTIC WATER SERVICE LINE TO NEW BUILDING. COORDINATE

CONNECTION POINT WITH GOVERNMENT. SEE PLUMBING DRAWINGS FOR

BACKFLOW PREVENTER DETAILS.

8. PROVIDE 4" SANITARY SEWER SERVICE LINE TO PROPOSED CLEANOUT.

9. PROVIDE CLEANOUTS. SEE DETAIL 10/C502.

10. PROVIDE NEW VERTICAL CURB. SEE DETAIL 13/C502.

11. PROVIDE CURB DEPRESSION, SEE DETAIL 7/C501.

12. (4) PARKING STALLS PROVIDED. STRIPING SHOWN FOR REFERENCE ONLY.

1. ALL WET UTILITY MAINS SHALL BE PLACED PER DETAIL 8/C501.

2. ALL DRY UTILITY MAINS SHALL BE PLACED PER DETAIL 9/C501.

3. SEE ELECTRICAL PLANS FOR POWER AND COMMUNICATION CONNECTION

POINTS.

4. ALL SANITARY SEWER PIPE SHALL BE CONSISTENTLY SLOPED WITH A MINIMUM

1/4" PER FT, UNLESS NOTED OTHERWISE.

5. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 MINIMUM. PROVIDED

CLEANOUTS AS SHOWN ON PLANS.

6. WATER LINE SHALL BE HDPE SDR 11

GENERAL NOTES

PROPOSED

CONTACT STATION

FFE = 5457.5'

LEGEND

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

EXISTING POST AND RAIL FENCE

EXISTING GRAVEL ROADWAY

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE

PROPOSED WATER SERVICE (PROVIDED BY GOVERNMENT)

PROPOSED WATER SERVICE

PROPOSED SEWER SERVICE

PROPOSED CLEANOUT

WM

SS

R15.5'

R4.5' R

9.

R

4.

' 5.5'

4'

6' 6'

10'

8'

10'

TYP.

WM

LIMITS OF CONSTRUCTION

R10'

5'

6'

R18'

APPROXIMATE CONTROL JOINT LOCATIONS

9.

8'

6.

3'

74.72'

25'

29.5'

10'

TEMPORARY FENCEX X

S

TATE OF UTA

H

BEN L. CARTER

P R

O F

E

SSIONAL ENG

IN

E

E R

Date: 2022.05.10 15:45:03 -06'00'

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X

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X

X

X

X

X

X

X

X

X

X

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X

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X

X

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X X

X X

X

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X

X

CP-2

5456.00

X

X

X

X

X

X

X

X

X

X

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X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X X

X

X

X

X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

W M

W M

COUNTY ROAD

W M

X

X X

X X

X X

X X

.0

1.2% 1.2%

.0

1.5%

.9

0.6%

0.5%

1.

1%

1.0%

5455.99

5456.29

5456.45

5456.06

5456.25

5457.06

5457.26

N: 1185.143

E: 2415.082

ELEV: 5457.33

N: 1183.159

E: 2447.625

ELEV: 5457.33

N: 1186.786

E: 2453.858

ELEV: 5457.26

N: 1139.126

E: 2444.940

ELEV: 5457.33

N: 1141.111

E: 2412.397

ELEV: 5457.33

5457.10

5456.70

5457.09

5456.00

5455.50

5456.20

5455.70

5456.40

5455.90

5456.70

5456.20

5455.87

5456.74

5456.24

5457.50

5457.00

5457.10

5456.60

5456.48

5456.53

N: 1189.944

E: 2465.396

ELEV: 5457.00

N: 1120.080

E: 2458.820

ELEV: 5456.24

CO

CO

INV. ELEV.: 5453.107

INV. ELEV.: 5454.77

5456.43

5455.93

5456.49

5455.99

5456.0

5455.9

5455.84

5455.81

5456.11

5455.94

5457.06

N: 1088.407

E: 2526.872

ELEV: 5455.67

N: 1104.127

E: 2541.521

ELEV: 5455.55

.0

GRADING AND DRAINAGE KEY NOTES:

GENERAL NOTES:

PROPOSED

CONTACT STATION

FFE = 5457.50'

LEGEND

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

EXISTING GRAVEL ROADWAY

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE

PROPOSED GRADE %

PROPOSED SPOT ELEVATION

1.6%

5400.0

5400.0

GRADE TOP BACK OF CURB

GRADE BOTTOM OF CURB

5400.0

1. INSTALL CURB DEPRESSION PER DETAIL 7/C501.

2. MATCH EXISTING ELEVATIONS, TYP.

3. PROVIDE ADDITIONAL DRIVEWAY GRAVEL AND SLOPE TO SOUTHEAST.

1. SEE SHEET C001 FOR ALL APPLICABLE GRADING AND DRAINAGE NOTES.

2. SLOPES IN ADA PARKING STALLS AND ADA ROUTES SHALL NOT EXCEED

2% IN ANY DIRECTION EXCEPT AT APPROVED RAMP SLOPES.

3. SLOPE CONCRETE AT DOORWAYS TO MEET ABA REQUIREMENTS

LIMITS OF CONSTRUCTION

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SCALE:

TYPICAL SLAB JOINTS

NTS

6" CONCRETE

REINFORCED WITH #4 BAR AT

12" OC

8" BASE COURSE, COMPACT

TO 95% ASTM D1557

PROVIDE THICKENED

EDGE ALONG ALL SIDES

12"

AS SHOWN ON PLAN

SCALE:

CONCRETE PAVEMENT

NTSSCALE:

CONCRETE WALK

NTS

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL

@ 18" O.C.

SAWCUT OR

TOOLED JOINT, 1/8"

WIDE AND MINIMUM

DEPTH OF 1/4 OF

THE FULL SLAB

DEPTH

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

NOTE:

CONSTRUCTION JOINTS & CONTROL

JOINT SHALL DIVIDE SLAB INTO

AREAS NOT EXCEEDING 225 SQFT

WITHOUT REENTRANT CORNERS

AND WITH LENGTH TO WIDTH RATIOS

NOT EXCEEDING 1 1/2 TO 1. JOINT

SPACING SHALL NOT EXCEED 20

FEET IN EITHER DIRECTION.

CONTRACTOR SHALL HAVE

CONTROL JOINTS IN SIDEWALKS

EVERY 5 FEET AND EXPANSION

JOINTS EVERY 50 FEET MINIMUM.

CONSTRUCTION JOINT

CONTROL JOINT

EXPANSION JOINT

SCALE:

TYPICAL DRY UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

NUMBER AND SIZE OF

UTILITIES MAY VARY

SUITABLE SOIL

BACKFILL

M

IN

WIDTH AS NEEDED

12" MIN

PIPE ZONE BEDDING COURSE

SCALE:

TYPICAL WET UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

COURSE

1/2Ø MIN

TYP

PIPE ZONE MATERIAL TO

SURROUND PIPE 3" MIN

36" MIN

3" SEPARATION MIN TYP

UTILITY MARKING TAPE

DETECTABLE WARNING TAPE

(EACH)

UTILITY MARKING TAPE

DETECTABLE WARNING TAPE

5" CONCRETE

REINFORCED WITH #3 BARS AT

18" OC EACH WAY

MINIMUM 12" OF SCARIFIED AND COMPACTED NATIVE

SOILS OR ENGINEERED COMPACTED FILL TO 95%

RELATIVE COMPACTION AS PER ASTM D 1557 OR AS

OUTLINED IN SPECIFICATIONS.

10"

AS SHOWN ON PLAN

BACKER ROD

MINIMUM 12" OF SCARIFIED AND COMPACTED

NATIVE SOILS OR ENGINEERED COMPACTED FILL

TO 95% RELATIVE COMPACTION AS PER ASTM D

1557 OR AS OUTLINED IN SPECIFICATIONS.

6" BASE COURSE, COMPACT

TO 95% ASTM D1557

SCALE:

SHEAR ONLY CONCRETE CONNECTION

NTS

CONCRETE SLAB PER PLAN

NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN

BASE COURSE PER PLANADJACENT CONCRETE MUST

BE ! 6" THICK

HAMMER DRILL AND FRICTION FIT

REBAR TO A MINIMUM DEPTH OF 4" MIN

24" DOWEL SIZE AND SPACING TO MATCH

CONCRETE REINFORCING #4 REBAR AT 18" OC MIN.

SCALE:

TYPICAL CONCRETE SLAB

NTS

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL TO 95% RELATIVE

COMPACTION AS PER ASTM D1557

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

5" CONCRETE REINFORCED WITH #3 BARS

@ 18" O.C. EACH WAY

BUILDING FOOTING AND SLAB PER STRUCTURAL

PLAN AND DETAILS WHERE APPLIES

1/2" (TYP) AT DOORWAYS

AND 2" ELSEWHERE

THICKENED EDGE SLAB WHERE

SLAB DOES NOT TERMINATE

AGAINST CONCRETE

6'

SCALE:

TYPICAL CURB AND GUTTER

NTS

1/2" EXP. JOINT BETWEEN SIDEWALK

AND CURB CONCRETE ELEMENTS

CONCRETE WALK OR PLANTER

6" CRUSHED AGGREGATE

BASE COURSE

P A

V E

M E

N T

M A

T C

H

A D

J A

C E

N T

SPILL TYPE GUTTER

FLOW TYPE GUTTER

1-1/2" R 6"

6"

2'-0"

1"

7"

4"

SCALE:

CURB DEPRESSION

NTS

CONCRETE WALKWAY

GRAVEL ROADWAY

FLOW

RIVER STONE

6"

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL TO 95% RELATIVE

COMPACTION AS PER ASTM D1557 OR

AS OUTLINED IN SPECIFICATIONS

FIRM NATIVE SOILS OR ENGINEERED

COMPACTED FILL TO 95% RELATIVE

COMPACTION AS PER ASTM D1557 OR

AS OUTLINED IN SPECIFICATIONS

EXPANSION JOINT (TYP)

NOTE: PROVIDE AT ALL PATIO SLAB TO FOUNDATION AT DOOR LOCATIONS

TRANSITION ON BOTH SIDES

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SCALE:

SANITARY SEWER CLEANOUT DETAIL

NTS SCALE:

ACCESSIBLE PARKING TYPICAL STRIPING

NTS

12" HIGH WHITE

LETTERING

3'

TY

P

6'

24"

2" X 2" QUICK PUNCH POST

VINYL ON ALUMINUM SIGN,

LOCATE PER CIVIL SITE PLAN,

SYMBOL PER ISO 7001.

ATTACH SIGN TO PIPE WITH

GALVANIZED BOLTS

FINISH GRADE

12"Ø CONCRETE FOOTING

SCALE:

ACCESSIBLE PARKING SIGN INSTALLATION

NTS

VAN ACCESSIBLE PARKING SIGN PER DETAIL

12/C502. MOUNT BEHIND SIDEWALK.

PAINTED BLUE 4" WIDE STRIPE, TYP.

SLOPES IN PARKING AND AISLE

AREAS SHALL NOT BE GREATER

THAN 2.0% IN ANY DIRECTION

5'

VAN ACCESSIBLE SPACES ONLY

CLEANOUT PIPE

AND WYE

SEWER PIPE FROM

BUILDING

4" PVC SEWER PIPE

STRUCTURE

PROVIDE TRAFFIC RATED VAULT IF CLEANOUT

FALLS IN WALKWAYS OR DRIVING AREAS

AS

SHOWN

ON PLANS

AS

SHOWN

ON PLANS

SCALE:

VERTICAL CURB DETAIL

NTS

1" RADIUS1/2" RADIUS

6" AGGREGATE BASE

10"

12" OF SCARIFIED, MOISTURE

CONDITIONED AND

COMPACTED SUBGRADE

VERTICAL CURB NOTES:

1. CURB SHALL BE CONSTRUCTED SEPARATELY FROM

ADJOINING SIDEWALK OR CONCRETE SLABS.

SCALE:

LANDSCAPE TRANSITION DETAIL

NTS

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

EXISTING GRAVEL

PARKING

PROPOSED 4" MINUS

COBBLE ROCK

27 MIL. POLYPROPYLENE

WEED FABRIC

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