Attachment 3 - Drawings Signed 100 percent N Hills Ranger Parking Lot.pdf

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

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GENERAL LEGEND

PROPOSEDEXISTING

CURB & GUTTER

STORM SEWER

WATER VALVE

FLARED END SECTION

LIGHT POLE

TELEPHONE PEDESTAL

ELEC

TV TELEPHONE LINE

ELECTRIC METER

POWER POLE

E ELECTRIC LINE

DRIVEDRIVE

G

DESCRIPTIONS

NATURAL GAS LINE

SIGN

PROPERTY LINE

RETAINING WALL

SANITARY MANHOLE

ST

SS

CONIFER TREE

DECIDUOUS TREE

FO FIBER OPTIC LINE

T

CONCRETE PAVEMENT

LIMITS OF

CONSTRUCTION

FENCE

ROOF DRAIN

SWALE

DEMOLITION

CURB & GUTTER

STORM SEWER

WATER VALVE

FLARED END SECTION

LIGHT POLE

TELEPHONE PEDESTAL

TELEPHONE LINE

ELECTRIC METER

POWER POLE

ELECTRIC LINE

DESCRIPTIONS

NATURAL GAS LINE

SIGN

PROPERTY LINE

RETAINING WALL

SANITARY MANHOLE

CONIFER TREE

DECIDUOUS TREE

FIBER OPTIC LINE

CONCRETE PAVEMENT

LIMITS OF

CONSTRUCTION

FENCE

ROOF DRAIN

SWALE

ASPHALT PAVEMENT ASPHALT PAVEMENT

DRIVE

DOWNSPOUTRD DOWNSPOUT

C001

LEGENDS AND

ABBREVIATIONS

ABBREVIATIONS:

ABC AGGREGATE BASE COURSE

APPROX APPROXIMATE

ARCH ARCHITECT

BLDG BUILDING

BM BENCHMARK

BOC BACK OF CURB

CL CENTERLINE

CONC CONCRETE

DEMO DEMOLITION

DIM DIMENSION

DIP DUCTILE IRON PIPE

EL ELEVATION

ELEC ELECTRICAL

EX EXISTING

FES FLARED END SECTION

FFE FINISHED FLOOR ELEVATION

FHY FIRE HYDRANT

FL FLOW LINE

FT FOOT

GB GRADE BREAK

HMA HOT MIX ASPHALT

HORZ HORIZONTAL

HP HIGH POINT

LF LINEAL FEET

LP LOW POINT

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

PERP PERPENDICULAR

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

R.O.W. RIGHT OF WAY

SSWR SANITARY SEWER

STRM STORM SEWER

TELE TELEPHONE

TEMP TEMPORARY

TOC TOP OF CURB

TYP. TYPICAL

VERT VERTICAL

CIVIL SHEET LIST

Sheet Number Sheet Title

C001 LEGENDS AND ABBREVIATIONS

C002 NOTES

C050 EXISTING CONDITIONS

C100 DEMOLITION PLAN

C200 EROSION CONTROL PLAN

C201 EROSION CONTROL DETAILS

C202 EROSION CONTROL DETAILS

C300 SITE AND PAVING PLAN

C301 OVERALL GRADING PLAN

C302 DETAILED GRADING PLAN

C303 DETAILED GRADING PLAN

C304 DETAILED GRADING PLAN

C400 HORIZONTAL CONTROL PLAN

C401 LINE AND CURVE TABLES

C500 DETAILS

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 DETAILS

C505 FENCE DETAILS

C506 FENCE DETAILS

C507 FENCE DETAILS

C508 FENCE DETAILS

C600 EXISTING DRAINAGE MAP

C601 EXISTING DRAINAGE MAP

C602 PROPOSED DRAINAGE MAP

C603 PROPOSED DRAINAGE MAP

01/14/2022

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2. THE CONTRACTOR SHALL HAVE ONE [1] SIGNED COPY OF THE APPROVED PLANS ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS

ON THE JOB SITE AT ALL TIMES.

3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING, BUT NOT LIMITED TO, SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, TRENCH EXCAVATION AND SHORING, TRAFFIC CONTROL AND SECURITY. THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. REPAIR OF DAMAGED UTILITIES SHALL BE AT THE CONTRACTORS EXPENSE, INCLUDING BUT NOT LIMITED TO UNKNOWN UNDERGROUND UTILITIES.

5. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS.

6. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION PRIOR TO THE START OF CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING CURBS, GUTTERS AND OTHER UTILITIES AND IMPROVEMENTS AT THE POINT OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER TO MODIFY THE DESIGN.

8. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES.

9. CONTRACTOR SHALL NOTIFY THE GOVERNMENT IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT OFFS MUST BE APPROVED BY THE CONTRACTING OFFICER.

10. DURING CONSTRUCTION AND UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH

EXISTED BEFORE CONSTRUCTION.

11. THE GOVERNMENT AND/OR THEIR ASSIGNS IS HEREBY NOTIFIED THAT IT IS TYPICAL AND LIKELY THAT SOME MOVEMENT OF THE SURFACE GRADES WILL OCCUR OVER TIME DUE TO VARIOUS FACTORS THAT ARE NOT IN CONTROL OF THE DESIGNERS. THUS, A ROUTINE AND DILIGENT MAINTENANCE PROGRAM IS REQUIRED TO MAINTAIN THE PROPER

GRADING AND DRAINAGE THROUGHOUT THE PROJECT.

12. THE DESIGN PLANS SHOWN HEREIN WERE DEVELOPED BASED UPON THE GEOTECHNICAL INVESTIGATIONS/ANALYSIS/ENGINEERING CRITERIA DEVELOPED BY TERRACON CONSULTANTS, INC, AS PRESENTED IN THE GEOTECHNICAL REPORT ENTITLED GEOTECHNICAL ENGINEERING REPORT USFS NORTHERN HILLS OFFICE SPEARFISH, SOUTH DAKOTA, DATED JULY 19, 2021, SIGNED AND SEALED BY CHAD A. COWLEY, P.E. MARTIN/MARTIN, INC. RELIED UPON THE ENGINEERING ANALYSIS AND CONCLUSIONS OF THIS REPORT IN THE PREPARATION OF THESE CIVIL ENGINEERING PLANS AND DOCUMENTS. NO INDEPENDENT INVESTIGATIONS AND/OR ANALYSIS WAS CONDUCTED. THESE PLANS WERE PROVIDED TO THE GEOTECHNICAL ENGINEER FOR REVIEW AND VERIFICATION THAT THESE PLANS PROPERLY INTERPRETED AND APPLIED THE CRITERIA AND RECOMMENDATIONS

ESTABLISHED BY THEIR GEOTECHNICAL REPORT FOR THIS PROJECT.

ACCESSIBLE ROUTES:

1. ALL CONSTRUCTION AND VERIFICATION/TESTING SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF LOCAL, STATE AND FEDERAL JURISDICTIONS, AND THE MOST CURRENT REQUIREMENTS OF THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS ("ABAAS"). ADDITIONALLY, MEET REQUIREMENTS BY THE UNITED STATES DEPARTMENT OF TRANSPORTATION AND FEDERAL HIGHWAY ADMINISTRATION WHICH REQUIREMENTS ARE PRINCIPALLY LISTED IN 2015 ABAAS FOR ACCESSIBLE DESIGN AND

LOCAL STANDARDS, FOR ANY ACCESSIBLE ROUTE.

2. NOTES AND REQUIREMENTS WITHIN THE CONSTRUCTION DOCUMENTS ARE A SUPPLEMENT TO, AND NOT A REPLACEMENT FOR THE REFERENCED REGULATIONS.

3. CONTRACTORS ARE TO BE AWARE WHEN REFERRING TO THE ABOVE STANDARDS, RULES AND REGULATIONS THAT PUBLISHED VALUES FOR DIMENSION AND SLOPE ARE FOR FINISHED CONSTRUCTION, NO TOLERANCE IS PERMITTED BELOW MINIMUM AS SHOWN ON DRAWINGS OR ABOVE MAXIMUM VALUES AS INDICATED IN THE APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS.

4. THE REGULATIONS EXPECT THE CONTRACTORS TO BE KNOWLEDGEABLE OF CONSTRUCTION PRACTICES, AND TO USE APPROPRIATE MEANS AND METHODS TO MEET TOLERANCES AND ENSURE CONSTRUCTION COMPLIES WITH REGULATIONS. ALL CONSTRUCTION OR ALTERATIONS OF ACCESSIBILITY ROUTES (WALKS, RAMPS, ENTRANCES, ETC.) SHALL COMPLY WITH STANDARDS, RULES AND REGULATIONS SET FORTH ABOVE, INCLUDING BUT NOT LIMITED TO 5% MAXIMUM LONGITUDINAL GRADE ON WALKS WITHOUT HANDRAILS, 8.33% MAXIMUM LONGITUDINAL GRADE ON WALKS WITH HANDRAILS, AND LANDINGS 2% MAXIMUM COMPOSITE SLOPE. 2% MAXIMUM CROSS SLOPE ON WALKS, AND 2% MAXIMUM COMPOSITE SLOPE IN HANDICAP PARKING/LOADING AREAS. NO TOLERANCE REGARDING MAXIMUM SLOPE WILL BE ALLOWED.

5. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER IF RULES AND REGULATIONS OF ACCESSIBILITY ROUTES CANNOT BE MET OR A

DISCREPANCY OF REQUIREMENTS ARE INDICATED ON DRAWINGS.

EROSION CONTROL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING EROSION CONTROL PLANS AND MODIFYING TO ENSURE IT MEETS THEIR MEANS AND METHODS FOR STORMWATER

MANAGEMENT.

2. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL ACTIVITIES.

3. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS OR PROPERTY LINES AS SHOWN ON THE APPROVED EROSION CONTROL PLAN, TO PREVENT GRADING ON PROPERTY NOT OWNED BY THE GOVERNMENT. IN ADDITION, THE CONTRACTING OFFICER MAY REQUIRE ADDITIONAL TEMPORARY FENCES IF FIELD

CONDITIONS WARRANT.

4. NO WORK SHALL BE PERFORMED OUTSIDE THE LIMITS OF CONSTRUCTION. ANY DAMANGES TO THESE AREAS SHALL BE FIXED BY CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" [BMP] SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. 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 OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP.

GRADING NOTES:

1. ALL SITE GRADING [EXCAVATION, EMBANKMENT, AND COMPACTION] SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST GEOTECHNICAL INVESTIGATION FOR THIS

PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS.

2. IT IS THE INTENTION OF THE PROJECT GRADING PLANS TO BE IN STRICT COMPLIANCE WITH, AND OR EXCEED, THE PROJECT'S GEOTECHNICAL ENGINEER'S GRADING RECOMMENDATIONS. IF THE CONTRACTOR BELIEVES A DEVIATION EXISTS BETWEEN THE PLANS AND THE GEOTECHNICAL RECOMMENDATION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY AND REQUEST WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH WORK. THE GENERAL CONSTRUCTION SPECIFICATION IS THAT THE MOST RESTRICTIVE REQUIREMENT/RECOMMENDATION GOVERNS THE CONSTRUCTION OF THE PROJECT.

3. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN TO THE EXTENT KNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED STRUCTURES AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES THAT CONTRADICT THE INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION TO ANY

CHANGES IN DESIGN.

4. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, LANDSCAPING, ETC..

ALL SPOTS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. FG = FINISHED GRADE, FF = FINISH FLOOR, HP = HIGH POINT, LP = LOW POINT, GB = GRADE BREAK, FL = FLOWLINE, TOC =

TOP OF CURB.

5. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1:1] (H:V). PERMANENT SLOPES SHALL NOT EXCEED [4:1] (H:V) [UNLESS NOTED OTHERWISE] IN AREAS TO BE

SEEDED OR SODDED.

6. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO MATCH FINAL GRADE.

7. REFER TO FINAL DRAINAGE STUDY DATED DECEMBER 7, 2021 PREPARED BY MARTIN/MARTIN, INC. FOR DRAINAGE BASINS, FLOWS, AND INTENDED DRAINAGE PATTERNS.

SITE HORIZONTAL CONTROL NOTES:

1. ALL DIMENSIONS, CURVE DATA AND LINE DATA ARE AT FLOWLINE UNLESS OTHERWISE NOTED.

2. ALL PAVEMENT MARKING WITHIN PARKING AREA SHALL BE PAVEMENT MARKING PAINT. ALL PARKING STALLS SHALL BE FOUR INCHES (4") WIDE WHITE PAVEMENT MARKING

PAINT.

3. ALL CURB AND GUTTER WITHIN PARKING AREA IS 6" VERTICAL CURB WITH 2' PAN, UNLESS OTHERWISE NOTED. CURB AND GUTTER SHOWN SHALL BE SPILL TYPE. ALL

OTHER GUTTER SHALL BE CATCH TYPE.

4. ALL PAVEMENT IS ASPHALT UNLESS OTHERWISE NOTED. REFER TO SHEETS C300 AND C500 FOR PAVING DETAIL.

5. FLOWLINE RADIUS IS 3 FEET UNLESS OTHERWISE NOTED.

6. CONTRACTOR TO SUBMIT JOINT PATTERN FOR CONCRETE PAVEMENT, PRIOR TO CONSTRUCTION, FOR APPROVAL. SEE JOINT DETAILS IN PLANS.

7. REFER TO ELECTRICAL PLANS FOR SITE LIGHTING POLE LOCATIONS. COORDINATE ANY DISCREPANCIES WITH THE CONTRACTING OFFICER PRIOR TO INSTALLATION OF POLE

BASES.

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C002

NOTES

EXISTING FOREST SERVICE

BUILDING

FFE=3583.69

NO

RT

H

MA

IN

S

TR

EE

T

SPEARFISH MOTORS BUILDING

RECREATION LANE

3584 35

86 35

87 35

3584 35

3585 3590 35

PROPERTY LINE

EXISTING SKID-MOUNTED SHED

EXISTING ELECTRIC

EXISTING CONCRETE PATIO

W / RAMP

EXISTING FENCE

EXISTING 7-FT TALL BY 5-FT WIDE

ARCHED CULVERT

EXISTING TREE

EXISTING CURB AND GUTTER

EXISTING CURB AND GUTTER

EXISTING GAS LINE

EXISTING COMMUNICATIONS, ELECTRIC, AND FIBER LINES

EXISTING CONCRETE SIDEWALK

EXISTING SANITARY MH

ALL PIPES 8" PVC

INV.IN(S)=3565.77

INV.IN(S)=3560.70

INV.IN(N)=3560.82

INV.OUT(W)=3560.62

EXISTING ROOFDRAIN OUTFALL

EXISTING SLOPE PAVING

EXISTING SIGN

EXISTING SIGN

EXISTING GAS LINE

EXISTING STEPS

EXISTING MECHANICAL EQUIPMENT

EXISTING STEP

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

EXISTING GATE

NO

RT

H

AV

EN

UE

EXISTING CONCRETE PAN EXISTING ASPHALT PARKING

LOT

EXISTING ASPHALT PARKING

LOT

EXISTING SKID-MOUNTED SHED

EXISTING

PEDESTRIAN GATE

EXISTING SLIDING

VEHICLE GATEEXISTING ASPHALT PAN

EXISTING SWALE

CONTROL POINT 200

MAGNAIL

N:268686.67 E:962025.64

EL=3596.15

CONTROL POINT 205

MAGNAIL

N:268712.66 E:962145.15

EL=3595.44

CONTROL POINT 201

MAGNAIL

N:268751.02 E:961859.80

EL=3583.94

BENCHMARK

N:268590.97 E:961961.70

EL=3590.67

EXISTING SWALE

CONTROL POINT 202

MAGNAIL

N:268605.01 E:961756.19

EL=3583.27

EXISTING FENCE

EXISTING 6" PVC ROOF LATERAL

(TYP)

EXISTING ROOF DRAIN (TYP)

EXISTING RAMP

CONTROL POINT 203

SPIKE AT LIP

OF GUTTER

N:268735.42 E:961611.62

EL=3557.57

EXISTING ELECTRICAL BOX

EXISTING SIGN

EXISTING ELECTRICAL

CABINET

EXISTING LIGHT

POLE

EXISTING DUMPSTER

TO BE RELOCATED

EXISTING RAMP

EXISTING WHEEL STOP (TYP)

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=40'

20 40

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

2. SURVEY FIELD WORK WAS COMPLETED BY ALL ASPECTS INC. AND DATA FILES WERE RECEIVED ON JULY 12, 2021.

EXISTING PARK STALLS

STALL TYPE COUNT

VISITOR 14

STAFF 49

FLEET 47

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C050

EXISTING CONDITIONS

FOREST SERVICE BUILDING

FFE=3583.69

RECREATION LANE

SPEARFISH MOTORS BUILDING

NO

RT

H

AV

EN

UE

PROPERTY LINE

PROPERTY LINEEXISTING GAS LINE

TO BE PROTECTED

NO

RT

H

MA

IN

S

TR

EE

T

CONTROL POINT 205

MAGNAIL

N:268712.66 E:962145.15

EL=3595.44

CONTROL POINT 202

MAGNAIL

N:268604.98 E:961756.19

EL=3583.27

CONTROL POINT 200

MAGNAIL

N:268686.67 E:962025.64

EL=3596.15

SKID-MOUNTED SHED TO BE MOVED.

SEE NOTE 4.

SKID-MOUNTED SHED TO BE MOVED. SEE

NOTE 4.

EXISTING ELECTRIC TO REMAIN

EXISTING CONCRETE PATIO

RAMP AND RAILING TO REMAIN

EXISTING FENCE

TO BE REMOVED

EXISTING 7-FT TALL BY 5-FT WIDE ARCHED

CULVERT TO REMAIN

EXISTING TREE

TO REMAIN (TYP)

EXISTING CURB AND GUTTER TO REMAIN

EXISTING CURB AND GUTTER TO

REMAIN

EXISTING GAS LINE TO REMAIN

EXISTING COMMUNICATIONS, ELECTRIC, AND TELEPHONE LINES TO REMAIN AND

BE PROTECTED

EXISTING CONCRETE SIDEWALK TO REMAIN

EXISTING

ROOFDRAIN

OUTFALL (TYP)

TO REMAIN

EXISTING SLOPE PAVING

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING STEPS TO REMAIN

EXISTING MECHANICAL

EQUIPMENT TO REMAIN AND BE PROTECTED

SEE NOTE 5

EXISTING STEP TO REMAIN

PROPERTY LINE

PROPERTY LINE

LIMITS OF

CONSTRUCTION

EXISTING GATE TO BE REPLACED, EXISTING

WEATHER STATION TO BE MOVED BY

GOVERNMENT PRIOR TO CONSTRUCTION

EXISTING ASPHALT PAN

TO BE REMOVED

CONTROL POINT 201

MAGNAIL

N:268751.02 E:961859.80

EL=3583.94

EXISTING CONCRETE PAN TO BE

REMOVED

EXISTING ASPHALT PAVEMENT TO

BE REMOVED AND REPLACED (TYP)

EXISTING

SANITARY MH

TO REMAIN

ALL PIPES 8" PVC

INV.IN(S)=3565.77

INV.IN(S)=3560.70

INV.IN(N)=3560.82

INV.OUT(W)=3560.62

EXISTING FENCE TO BE REMOVED (TYP)

BENCHMARK

N:268590.97 E:961961.70

EL=3590.67

EXISTING SLIDING VEHICLE

GATE AND PEDESTRIAN GATE

TO BE REPLACED

CONTROL POINT 203

SPIKE AT LIP GUTTER

N:268735.47 E:961611.62

EL=3577.77

EXISTING WHEEL STOPS

TO BE REMOVED AND DISPOSED

SAWCUT LINE

(TYP)

EXISTING ELECTRICAL AND

MECHANICAL EQUIPMENT TO REMAIN

AND BE PROTECTED

SEE NOTE 5.

EXISTING ASPHALT

PAN TO BE REMOVED

EXISTING LIGHT POLE

TO BE REMOVED

EXISTING RAMP TO BE REMOVED

EXISTING WEST LOT TO BE

RE-SEALED

SEE SHEET C300

EXISTING TREE

TO REMAIN

EXISTING 6" PVC ROOF

LATERAL TO REMAIN (TYP)

EXISTING VENDING MACHINES TO

BE MOVED BY GOVERNMENT PRIOR

TO CONSTRUCTION

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

2. SURVEY FIELD WORK WAS COMPLETED BY ALL ASPECTS INC. AND DATA FILES WERE RECEIVED ON JULY 12TH, 2021.

3. CONTRACTOR TO LOCATE PROPERTY LINE AND REMAIN WITHIN THE LIMITS OF THE GOVERNMENT PROPERTY DURING CONSTRUCTION.

4. EXISTING SHEDS TO BE MOVED BY CONTRACTOR AND STORED AT FOREST SERVICE WORK CENTER DURING CONSTRUCTION. LOCATION OF WORK CENTER IS NFSR 134.2A OFF OF TINTON ROAD.

COORDINATES ARE LATITUDE=44.47327491N, LONGITUDE=-103.90399579W.

5. PROTECT EXISTING UTILITIES IN PLACE UNLESS INDICATED TO BE REMOVED. EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT ADJACENT TO EAST SIDE OF BUILDING SHALL BE PROTECTED.

EXISTING CONCRETE PADS BENEATH MECHANICAL EQUIPMENT SHALL REMAIN, BUT PAVEMENT AROUND CONCRETE PADS SHALL BE REMOVED AND REPLACED. COORDINATE ALL UTILITY

DISRUPTIONS WITH THE CONTRACTING OFFICER.

C100

DEMOLITION PLAN

FFE=3583.69

SPEARFISH MOTORS BUILDING

EXISTING 22' DRIVE CUT TO

REMAIN OPEN DURING

CONSTRUCTION

EXISTING 37.5'

DRIVEWAY CUT

RECREATION LANE

N

MA

IN

S

TR

EE

T

NO

RT

H

AV

EN

UE

3591 35

PROPERTY LINE

EXISTING 7-FT TALL BY 5-FT

WIDE ARCHED CULVERT TO

REMAIN

EXISTING SANITARY MH

ALL PIPES 8" PVC

INV.IN(S)=3565.77

INV.IN(S)=3560.70

INV.IN(N)=3560.82

INV.OUT(W)=3560.62

EXISTING ROOFDRAIN OUTFALL (TYP) TO

REMAIN AND BE PROTECTED

EXISTING SLOPE PAVING

TO REMAIN

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

LIMITS OF

CONSTRUCTION

EXISTING PARKING STALLS TO BE TEMPORARILY RE-STRIPED TO

90-DEGREE STALLS DURING CONSTRUCTION. PROVIDE 2 ADA

STALLS.

TEMPORARY LOCATION OF DUMPSTER

DURING CONSTRUCTION

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=40'

20 40

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. SURVEY FIELD WORK WAS COMPLETED BY ALL ASPECTS INC. AND DATA

FILES WERE RECEIVED ON JULY 12, 2021.

3. CONTRACTOR IS RESPONSIBLE FOR CREATING AND MAINTAINING A

STORMWATER MANAGEMENT PLAN IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

EROSION CONTROL LEGEND

VTC

CFCONSTRUCTION

FENCE

SEDIMENT CONTROL LOG SCL

VEHICLE TRACKING

CONTROL

CWACONCRETE WASHOUT AREA

STABILIZED STAGING AREA SSA

LIMITS OF CONSTRUCTION LOC

EXISTING DRAINAGE ARROW

PROPOSED DRAINAGE ARROW

RSROCK SOCK

25.07'

DR

AW

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C200

EROSION CONTROL

PLAN

PRE-FABRICATED CONCRETE WASHOUT SHALL BE MADE OF METAL OR OTHER STURDY AND WATER RESISTANT MATERIAL AS

APPROVED BY THE CONTRACTING OFFICER

ALL JOINTS SHALL BE

WATERTIGHT

CONCRETE WASHOUT AREA NOTES

1. SEE PLAN VIEW FOR LOCATION OF CWA INSTALLATION.

2. THE CWA SHALL BE INSTALLED PRIOR TO USING MATERIALS THAT REQUIRE WASHOUT ON THIS PROJECT.

3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS` NECESSARY TO CLEARLY INDICATE THE

LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.

4. THE WASHOUT AREA SHALL BE REPLACED OR CLEANED ONCE WASHOUT IS APPROXIMATELY HALF FULL TO MAINTAIN CAPACITY FOR LIQUID

WASTE.

5. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE FACILITY.

6. THE WASHOUT SHALL ONLY BE USED FOR NON-HAZARDOUS WASTES.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

CONSTRUCTION FENCE

PUBLIC ROAD

HARD SURFACE

VEHICLE TRACKING CONTROL

50' MINIMUM

15' MIN.

6" MINIMUM

1 1/2"-3" ROCK

1/2"-3/4" FILTER

LAYER

VTCNO SCALE

CONCRETE WASHOUT AREA

NO SCALE

CWA

CONSTRUCTION FENCE INSTALLATION NOTES

1. SEE PLAN VIEW FOR LOCATION OF CONSTRUCTION FENCE.

2. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY LAND

DISTURBING ACTIVITIES.

3. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE,

CONTRACTOR-GRADE MATERIAL THAT IS AT LEAST 4' HIGH. METAL POSTS

SHALL HAVE A PLASTIC CAP FOR SAFETY.

4. STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE

CONSTRUCTION FENCE. MAXIMUM SPACING FOR STEEL TEE POSTS SHALL

BE 10'.

5. CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE TOP,

MIDDLE, AND BOTTOM OF EACH POST.

6. CONTRACTOR SHALL INSTALL FREE-STANDING CHAIN LINK FENCE OR

TEMPORARY CONCRETE BARRIER ON EXISTING PAVED SURFACES TO

DEFINE CONSTRUCTION AREAS AND PREVENT PUBLIC ACCESS INTO THE

CONTRACTOR'S WORK AREA. CONCRETE BARRIER SHALL BE INSTALLED

SO AS TO AVOID EXPOSED END TO VEHICULAR TRAFFIC.

DR

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IA

RD

C201

EROSION CONTROL

DETAILS

STABILIZED STAGING AREA

NO SCALE

SOIL AND GRAVEL

STOCKPILEMATERIAL AND

EQUIPMENT

STORAGE

SSA

STAGING AREA INSTALLATION NOTES

1. SEE PLAN VIEW FOR LOCATION. CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE CONTRACTING OFFICER.

2. STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE.

3. ADDITIONAL PERIMETER BMPS MAY BE REQUIRED, INCLUDING BUT NOT LIMITED TO SILT FENCE, CONSTRUCTION FENCE, AND ROCK SOCKS AROUND ANY SOIL

OR GRAVEL STOCKPILES.

STAGING AREA MAINTENANCE NOTES

1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHALL BE PROACTIVE, NOT REACTIVE.

INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY

MAINTENANCE.

2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE

MEASURES SHOULD BE DOCUMENTED THOROUGHLY.

3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHALL BE INITIATED UPON DISCOVERY OF FAILURE.

ROCK SOCK INSTALLATION NOTES

1. SEE PLAN VIEW FOR:

- LOCATIONS OF ROCK SOCKS

2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1-1/2" MINUS). RECYCLED CONCRETE MEETING THIS GRADATION MAY BE

USED.

3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE POULTRY MESH, OR EQUIVALENT, WITH A

MAXIMUM OPENING OF 1/2-INCH. RECOMMENDED MINIMUM ROLL WIDTH SHALL BE 48-INCHES.

4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG

ALL JOINTS AND AT 2-INCH CENTERS ON ENDS OF SOCKS.

ROCK SOCK MAINTENANCE NOTES

1. THE EROSION CONTROL SUPERVISOR SHALL INSPECT ROCK SOCK BI-WEEKLY, DURING

AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.

2. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCK SHALL BE REMOVED WHEN THE

SEDIMENT DEPTH UPSTREAM OF FILTER IS WITHIN 5-INCHES OF THE CREST.

3. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS

STABILIZED AND GRASS COVER IS APPROVED.

4. WHEN ROCK SOCKS ARE REMOVED, ANY DISTURBED AREA SHALL BE DRILL SEEDED AND

CRIMP MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE

CONTRACTING OFFICER.

12" 12"

AA

ROCK SOCK JOINTING

N.T.S.

ROCK SOCK SECTION A

N.T.S.

ROCK SOCK PLAN

N.T.S.

ROCK SOCK (TYP)

ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 11

2" (MINUS)

CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF

ROCK REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS BETWEEN

ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND ADDITIONAL WIRE WRAPPING,

ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAP.

2" (MINUS) CRUSHED ROCK ENCLOSED

IN WIRE MESH

WIRE TIE ENDS

0" ON BEDROCK OR HARD

SURFACE, 2" IN SOIL

GROUND SURFACE

2" (MINUS) CRUSHED ROCK ENCLOSED

IN WIRE MESH

MATCHES SPECIFICATIONS FOR NO. 4 COARSE

AGGREGATE FOR CONCRETE PER AASHTO M43.

ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES.

GRADATION TABLE

MASS PERCENT PASSING

SQUARE MESH SIEVES

SIEVE SIZE

2"

2" 1"

4"

8"

NO. 4

90 - 100 20 - 55 0 - 15 0 - 5

A

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

SEDIMENT CONTROL LOG

NO SCALE

4" M

IN

. K

EY

WOOD STAKES TO SECURE LOGS PER SPECIFICATIONS

CERTIFIED WEED AND SEED FREE LOG FILTER PLACED PERPENDICULAR TO SLOPE GRADIENT.

KEY LOGS INTO GRADE. SEE PLAN FOR LOCATIONS.

SCL

ROCK SOCK

NO SCALE

RS

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C202

EROSION CONTROL

DETAILS

EXISTING 22' DRIVEWAY

CUT

SPEARFISH MOTORS BUILDING

NO

RT

H

AV

EN

UE

FOREST SERVICE BUILDING

FFE=3583.69

RECREATION LANE

N

MA

IN

S

TR

EE

T

EXISTING 37.5' DRIVEWAY

CUT

5.00' (TYP)

18.00' (TYP)

9.00' (TYP)

18.00'

.30

24.00'

.53

NEW 10.00' CONCRETE

PAN

9.00'

EXISTING SKID-MOUNTED SHED TO BE RETURNED TO

THIS LOCATION AFTER CONSTRUCTION

PROPERTY LINE

EXISTING CONCRETE PATIO TO

REMAIN

NEW CHAINLINK

FENCE

EXISTING CURB AND GUTTER TO

REMAIN

EXISTING CURB AND GUTTER TO

REMAIN

EXISTING ROOFDRAIN OUTFALL (TYP) TO

REMAIN

EXISTING SLOPE PAVING AND CURB

TO REMAIN

EXISTING SIGN TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING STEPS TO REMAIN

EXISTING MECHANICAL EQUIPMENT TO REMAIN

(TYP)

EXISTING STEP TO REMAIN

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

NEW 20-FT WIDE SLIDING VEHICLE

GATE OPENS TO EAST

NEW PEDESTRIAN GATE

LIMITS OF

CONSTRUCTION

NEW 18-FT SWING GATE

NEW STANDARD ADA STALL

NEW VAN ADA STALL

NEW 6" VERTICAL CONCRETE CURB AND

GUTTER

NEW STANDARD ADA

STALL

END SLOPE PAVING

NEW SWALE FLOWLINE

NEW DUMPSTER

END SLOPE PAVING

NEW 6" VERTICAL CONCRETE CURB AND

GUTTER W/ SLOPE PAVING

NEW RAMP

SAWCUT LINE

NEW PARKING LOT LIGHT (TYP)

RE: ELECTRICAL

NEW VAN ADA STALL

28.00'

NEW WHEEL STOP

EXISTING SKID-MOUNTED SHED TO BE

MOVED TO THIS LOCATION AFTER

CONSTRUCTION

EXISTING VAN ADA STALL TO

REMAIN

EXISTING ASPHALT PAVEMENT TO BE

CRACK SEALED, SEAL COATED AND

RE-STRIPED TO DIAGONAL STALLS AFTER

CONSTRUCTION

NEW CONCRETE PAVING AROUND EXISTING

ELECTRICAL AND MECHANICAL EQUIPMENT. SEE

NOTE 3

DOWEL TO EXISTING CONCRETE

DOWEL TO EXISTING CONCRETE

NEW 2' GRASS SHOULDER BEHIND BACK OF CURB

TRANSITION CURB FROM 6" TO 0"

RIPRAP CLASS A

D50=0.95-FT

CONSTRUCT CONCRETE

2.00' NORTH OF FENCE LINE

NEW 4" WHITE PARKING STRIPE (TYP)

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=40'

20 40

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

2. SEAL ALL CONCRETE JOINTS AND JOINTS BETWEEN CONCRETE AND ASPHALT AND PAVING AND BUILDING.

3. EXISTING CONCRETE PADS BENEATH EXISTING ELECTRICAL AND MECHANICAL EQUIPMENT SHALL REMAIN, BUT PAVEMENT AROUND CONCRETE PADS SHALL

BE REMOVED AND REPLACED WITH CONCRETE.

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

LEGEND

CURB & GUTTER

4" HMA OVER

SPILL CURB

6" PCC OVER 8" ABC

6" ABC

5" PCC OVER 6" ABC

5" PCC

SIDEWALK

CONCRETE TIED

TOGETHER

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C300

SITE AND PAVING

PLAN

82 35

83 35

86 35

87 35

3591 35

SPEARFISH MOTORS BUILDING

NO

RT

H

AV

EN

UE

FOREST SERVICE BUILDING

FFE=3583.69

RECREATION LANE

N

MA

IN

S

TR

EE

T

NEW 10.00' CONCRETE

PAN

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

LIMITS OF

CONSTRUCTION

358535

83 3584 35

86 3587

35853582 3583 3584 3586 3587

3583 3584 3586 3587 3588 3589

84 35

SEE SHEET C303 FOR

DETAILED GRADING

SEE SHEET C304 FOR

DETAILED GRADING

SEE SHEET C302 FOR

DETAILED GRADING

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=40'

20 40

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

LEGEND

PROPOSEDEXISTING

52805280 CONTOURS

GRADING ARROW

DR

AW

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C301

OVERALL GRADING

PLAN

NEW 10' CONCRETE PAN

EXISTING FOREST SERVICE

BUILDING

FFE=3583.69

82.

81.82HP

81.95

81.64 81.75

82.3± M.E. 82.15

82.04

82.09

883588

EXISTING

ELECTRIC

EXISTING 7-FT TALL

BY 5-FT WIDE ARCHED

CULVERT

EXISTING CURB AND GUTTER

EXISTING COMMUNICATIONS, ELECTRIC, AND

FIBER LINES, SEE NOTE 2

PROTECT EXISTING

STEP IN PLACE

PROTECT EXISTING MECHANICAL

EQUIPMENT IN PLACE

PROPERTY LINE

PROPERTY LINE

NEW DOUBLE SWING GATE

EXISTING SWALE

82.18

81.64

84.85

84.80

87.85

BOC

.94

87.35

81.4381.88

82.48

BOC

.68

81.47

82.07

82.24

NEW 6" VERTICAL CONCRETE CURB AND GUTTER

CONTROL POINT 201

MAGNAIL

N:268751.00 E:961859.90

EL=3583.94

NEW SWALE FLOWLINE

87.95

SWALE

80.00SWALE

81.4781.88

81.31

81.39

0.9%

0.6

4.8%

4.8%

5.1%

5.0%

4.9%

1.6%

4.3%

82.3±M.E.

81.98

81.92 81.87

81.93

82.13

82.48

82.49

82.

3± M.E. 82.

2± M.E.

88.

81.89

82.07

END OF SLOPED

PAVING

TRANSITION CURB FROM 6" TO 0"

OVER 1'

TRANSITION CURB FROM 6" TO 0"

OVER 1'

82.3±M.E.

0.5%

PROTECT EXISTING

PATIO AND RAMP IN PLACE FFE=83.66

FFE=83.56

PROTECT EXISTING

GAS METER IN PLACE

PROTECT EXISTING

ELECTRICAL EQUIPMENT

2.00' WIDE CONCRETE

SHOULDER

81.99

88.13

6.7

PROTECT EXISTING

STEP IN PLACE

82.5± M.E.

82.5± M.E. 82.2±

M.E.

82.4± M.E.

82.4± M.E.

82.3± M.E.

82.3± M.E.

82.5± M.E.

82.6± M.E.

FFE=82.53

NEW 6" VERTICAL CONCRETE CURB AND

GUTTER W/ SLOPE PAVING

TRANSITION CURB FROM 6"

TO 0" OVER 1 FT

87.43

BOC

87.32

BOC

86.83

86.93

85.9± M.E.

87.7± M.E.

MAINTAIN EXISTING

DRAINAGE PATTERN

AROUND NORTH SIDE

OF PARKING LOT

3582 3583 3584

3586 3587

.6%22

.7%19 .7%

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=20'

10 20

MATCHLINE: SEE SHEET C303

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY EXISTING DEPTH. REPORT EXISTING DEPTH TO CONTRACTING OFFICER FOR COORDINATION WITH

PROPOSED GRADING.

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G

PL

AN

.dw g

PL

OT

D

AT

E:

T hu rsd ay

, J an ua ry

, 2

2 1

2:3 5 P

M

LA

ST

S

AV

ED

B Y:

A

LA

TI

ME

R

C302

DETAILED GRADING

PLAN

BENCHMARK

N:268590.97 E:961961.70

EL=3590.67

TRANSITION CURB FROM 6" TO 0" OVER 1'

EXISTING SLOPE PAVING

3584 35

81.08

80.92

86.92

88.14

BOC

80.90 81.08

81.56 81.63

81.71 81.36

81.11

81.27 81.

86.58

87.08

BOC

81358

NEW 10.00'

CONCRETE PAN

87.64

85.39

82.85

83.35BOC

85.89BOC

87.42

BOC

89.77

89.95

90.15

89.87

84.91

.15

SPEARFISH MOTORS

BUILDING

81.36

81.27

80.92

80.83

.02

81.

81.92

81.88 81.

.56

81.

81.

81.47

TRANSITION CURB FROM 6" TO 0" OVER 1'

0.8

1.7%

81.47

4:1

3:1

6.8

5.0%

POUR SLOPED CONCRETE MONOLITHIC WITH

ADJACENT CONCRETE. NO CONSTRUCTION JOINT

ALLOWED AT TOE OF SLOPE

81.57 81.44

NEW DOWNSPOUT TO

CONNECT TO CHASE

81.97

BOC

TRANSITION CURB

FROM 6" TO 0" OVER 6'

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=20'

10 20

MA

TC

HL

IN

E:

S

EE

S

HE

ET

C

MATCHLINE: SEE SHEET C302

NEW 12" WIDE SIDEWALK

CHASE W/ GRATE

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES, LEGEND, AND ABBREVIATIONS.

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LA

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\C

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D

GR

AD

IN

G

PL

AN

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PL

OT

D

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, J an ua ry

, 2

2 9

:28 A

M

LA

ST

S

AV

ED

B Y:

A

LA

TI

ME

R

C303

DETAILED GRADING

PLAN

NO

RT

H

MA

IN

S

TR

EE

T

EXISTING FOREST SERVICE

BUILDING

FFE=3583.69

PROPERTY LINE

EXISTING CURB AND GUTTER

EXISTING SANITARY MH

ALL PIPES 8" PVC

INV.IN(S)=3565.77

INV.IN(S)=3560.70

INV.IN(N)=3560.82

INV.OUT(W)=3560.62

EXISTING ROOFDRAIN OUTFALL

EXISTING GAS LINE

EXISTING SHED

CONTROL POINT 202

MAGNAIL

N:268604.92 E:961756.16

EL=3583.27

EXISTING 6" PVC ROOF LATERAL

(TYP)

NEW 10.00'

CONCRETE PAN

SPEARFISH MOTORS

BUILDING

NEW 6" VERTICAL CONCRETE CURB AND

GUTTER

NEW 6" VERTICAL CONCRETE CURB

AND GUTTER W/ SLOPE PAVING

END SLOPE PAVING

NEW 12" WIDE SIDEWALK CHASE W/ GRATE, SEE

DETAILS

80.18

82.03BOC

80.32

80.7±M.E.

.51

81.4±

M.E. 82.01BOC

82.06 81.52

82.02

81.47 81.44

81.94BOC

82.31

BOC

.81

83.71

80.1± M.E.

78.8± M.E.

79.22

79.18

79.08

78.2± M.E.

SAWCUT LINE

80.80 80.55

80.80

79.70

80.11

80.36

80.36

79.70 79.45

81.97

BOC

81.50

81.99

81.42

79.90

79.65

79.90

4.0

4.9

81.08

81.12 81.19

81.26

81.45

81.50 81.53

1.5

1.7

1.0% 1.0%

82.2±M.E.

81.89BOC

82.3± M.E.

NEW DOWNSPOUT TO CONNECT TO CHASE

NEW 5' SIDEWALK

79.6± M.E.

80.82

BOC

TRANSITION CURB FROM 6" TO 0"

OVER 1'

NEW 6" CURB TO CONNECT TO EXISTING

CURB ON WEST SIDE OF BUILDING

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=20'

10 20

MA

TC

HL

IN

E:

S

EE

S

HE

ET

C

NOTES:

1. SEE SHEETS C001 THROUGH C002 FOR ADDITIONAL NOTES,

LEGEND, AND ABBREVIATIONS.

DR

AW

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\C Ds

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AD

IN

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PL

AN

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PL

OT

D

AT

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, J an ua ry

, 2

2 8

:29 A

M

LA

ST

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AV

ED

B Y:

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LA

TI

ME

R

C304

DETAILED GRADING

PLAN

FFE=3583.69

SPEARFISH MOTORS BUILDING

PROPERTY LINE

EXISTING CONCRETE PATIO

TO REMAIN

NEW FENCE

EXISTING 22' DRIVE

CUT

EXISTING 37.5'

DRIVEWAY CUT

EXISTING SLOPE PAVING

TO REMAIN

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

RECREATION LANE

N

MA

IN

S

TR

EE

T

NO

RT

H

AV

EN

UE

.0'

5.0'

.3'

10.0' CONCRETE PAN

NEW PEDESTRIAN GATE

18.0' (TYP)

9.0' (TYP)

.3'

END SLOPE PAVING

CONTROL POINT 200

MAGNAIL

N:268686.67 E:962025.64

EL=3596.15

CONTROL POINT 203

MAGNAIL

N:268735.55 E:961611.61

EL=3577.61

BENCHMARK

N:268590.97 E:961961.70

EL=3590.67

NEW 20-FT SLIDING GATE

24.0'

.0'

9.0' 9.0' 9.0'

END SLOPE PAVING

18.0'

1 1

SIGNS TO BE MOUNTED TO BUILDING

SIGNS TO BE MOUNTED TO

FENCE

NEW 18-FT DOUBLE SWING GATE. MOUNT GATE AT

HEIGHT THAT ALLOWS FREE SWING

9.00'

9.00'

SIGN TO BE MOUNTED TO BUILDING

COLUMN

SIGN TO BE POLE MOUNTED IN LANDSCAPE

AREA

1-FT CURB TRANSITION

N:268638.58 E:961656.31

N:268648.57 E:961656.79 L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11 L12

L1

L1

L1 5L16

L17

L1

L19

L20

L2

L22

C1

C2

N:268826.42 E:961825.63

N:268826.72 E:961819.35

N:268826.14 E:961831.69

N:268643.58 E:961656.55

1-FT CURB TRANSITION

SITE LIGHT POLE

N:268749.25 E:961886.65

SITE LIGHT POLE

N:268822.44 E:961888.52

SITE LIGHT POLE

N:268671.12 E:961889.15

SITE LIGHT POLE

N:268599.51 E:961883.65

SITE LIGHT POLE

N:268606.33 E:961739.81

6" CURB TRANSITION

NEW 6" CURB TO CONNECT TO EXISTING

CURB ON WEST SIDE OF BUILDING

.0'

1-FT CURB TRANSITION

N:268617.61 E:961950.42

1-FT CURB TRANSITION

N:268665.64 E:961952.71

1-FT CURB TRANSITION

N:268715.87 E:961955.09

1-FT CURB TRANSITION

N:268735.84 E:961956.04

CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR

EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

ALL LINEAL DIMENSIONS

ARE IN

U.S. SURVEY FEET

SCALE: 1"=40'

20 40

BENCHMARK:

ELEVATIONS ARE BASED ON A FOUND REBAR WITH ALUMINUM CAP AT THE SOUTHEAST

PROPERTY CORNER.

N:268590.97 E:961961.70 ELEVATION = 3590.67

BASIS OF BEARING:

BEARINGS ARE BASED ON THE SOUTH DAKOTA STATE NORTH PLANE.

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

R7-8 12 X 18

R7-8B 18 X 9

1 2

R7-1L 12 X 18

R7-1R 12 X 18

3 4

NOTES:

1. CONTRACTOR TO SUBMIT JOINING PLAN TO CONTRACTING OFFICER FOR REVIEW AND

APPROVAL.

2. CONTRACTOR TO MEET JOINT SPACING AS INDICATED IN DETAILS OR PROJECT

SPECIFICATIONS. ANY PANELS NOT MEETING INDICATED JOINT SPACING SHALL BE REMOVED

AND REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. NORTHINGS AND EASTINGS AT SITE LIGHT POLES ARE TO CENTER OF POLE.

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ON

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, 2

2 8 :29

A M

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C400

HORIZONTAL

CONTROL PLAN

LINE TABLE

NUMBER

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

DIRECTION

S87°16'54"E

S87°16'54"E

S02°43'06"W

N87°16'54"W

S02°43'06"W

S87°16'54"E

N87°16'54"W

N02°43'06"E

S02°43'06"W

S02°43'06"W

N87°16'54"W

N87°16'54"W

N02°43'06"E

S02°43'06"W

N02°43'06"E

S87°16'54"E

N87°16'54"W

S02°43'06"W

S33°17'20"E

N33°17'20"W

N02°43'06"E

S87°16'54"E

LENGTH

99.27'

5.00'

51.99'

5.00'

71.81'

10.36'

5.36'

24.98'

14.63'

37.26'

146.37'

146.37'

154.57'

48.08'

19.00'

269.98'

167.03'

135.24'

43.79'

47.80'

131.99'

167.03'

START

NORTHING

N:268670.95

N:268666.24

N:268717.94

N:268717.70

N:268789.43

N:268789.92

N:268784.67

N:268759.72

N:268723.07

N:268703.46

N:268820.04

N:268820.04

N:268665.64

N:268665.64

N:268598.63

N:268611.44

N:268630.66

N:268789.54

N:268826.14

N:268786.76

N:268654.92

N:268648.57

START

EASTING

E:961712.68

E:961811.83

E:961819.29

E:961824.28

E:961827.69

E:961817.34

E:961822.46

E:961821.27

E:961814.53

E:961813.60

E:961960.04

E:961960.04

E:961952.71

E:961952.71

E:961949.52

E:961679.85

E:961823.15

E:961855.73

E:961831.69

E:961845.58

E:961839.32

E:961656.79

CURVE TABLE

NUMBER

C1

C2

DELTA ANGLE

90°00'00"

90°00'00"

RADIUS

25.00'

15.00'

ARC LENGTH

39.27'

23.56'

CHORD DIRECTION

S47°43'06"W

N47°43'06"E

CHORD LENGTH

35.36'

21.21'

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

DR

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ON

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PL

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, 2

2 8 :29

A M

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LA

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C401

LINE AND CURVE

TABLES

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

NOTES:

1. ACCESSIBLE CAR PARKING SHALL BE MINIMUM OF 9' (108") WIDE

2. ACCESSIBLE VAN PARKING SPACES ARE TO BE 11' (132") WIDE

2.1. VAN PARKING SPACES CAN BE REDUCED TO 9' (108") WIDE WHERE ADJACENT ACCESS AISLE IS 9' (108") WIDE

3. ALL ACCESSIBLE PARKING STALLS MUST BE ADJACENT TO ACCESS AISLE

4. ACCESS AISLES MUST HAVE MINIMUM WIDTH OF 5' (60")

5. NO OBSTACLES, SIGNS, CURBS, OR PARKING BLOCKS CAN BE IN ACCESS AISLE

6. THE MAXIMUM SLOPE ACROSS ALL ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION

7. ALL PARKING STALL STRIPING SHALL BE MIN 4"

8. ACCESSIBLE PAVEMENT MARKING SYMBOL SHALL BE COMPLIANT WITH THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY"

MIN 9'

MIN: 28"

MAX: 41"MIN 24"

MAX 36"

3" TYP.

WHITE

BLUE

BACK

ACCESS

AISLE 9'

VAN OR CAR

ACCESSIBLE STALL

PAVEMENT SYMBOL

FLUSH WITH

BACK OF STALL

N.T.S.

ADA PARKING STALL

SUBGRADE PREPARATION PER PROJECT

SPECIFICATIONS

CONCRETE PAVEMENT SECTION

N.T.S.

5" CONCRETE

PAVEMENT

SUBGRADE PREPARATION PER PROJECT

SPECIFICATIONS

SIDEWALK PAVEMENT SECTION

N.T.S.

5" CONCRETE

6" AGGREGATE BASE COURSE

SUBGRADE PREPARATION PER PROJECT

SPECIFICATIONS

ASPHALT PAVEMENT SECTION

N.T.S.

6" AGGREGATE

BASE COURSE

4" ASPHALT

COURSE OF 34" MIX

NOTES:

1. PAVEMENT SECTIONS PER THE GEOTECHNICAL ENGINEERING REPORT FOR USFS

NORTHERN HOLLS OFFICE SPEARFISH, SOUTH DAKOTA, PREPARED BY TERRACON

CONSULTANTS, INC. DATED JULY 19, 2021.

RAMP

7.5%

MAX

RAMP

7.5%

MAX

4' MIN

FLUSH CURB

AT ACCESSIBLE LANDING

SIDEWALK

WIDTH

CURB AND

GUTTER

NOTES:

1. CONCRETE GRINDING FOR NEW PAVEMENTS IS NOT A ACCEPTABLE METHOD TO CREATE TAPER OR SLOPE

2. CROSS SLOPE AT RAMP SHALL NOT EXCEED 1.5%

3. FIELD ADJUST RAMP LENGTH SUCH THAT LONGITUDINAL SLOPE DOES NOT EXCEED 7.5%

4. DETECTABLE WARNING PLATE TO BE YELLOW AND OF PLASTIC/POLY MATERIAL.

VARIES VARIES

2' WIDE DETECTABLE

WARNING PLATES FULL

LENGTH OF LANDING

PARALLEL ACCESSIBLE CURB RAMP

N.T.S.

SUBGRADE PREPARATION PER PROJECT

SPECIFICATIONS

CONCRETE PAVEMENT SECTION AT DUMPSTER

N.T.S.

6" CONCRETE

PAVEMENT

8" AGGREGATE BASE COURSE

2" CLEAR (TYP)

EPOXY COATED

#4s @ 18"O.C.

EACH WAY

2" CLEAR (TYP)EPOXY COATED

#4s @ 18"O.C.

EACH WAY

DR

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C500

DETAILS

GEOTEXTILE SEPARATION FABRIC

GEOTEXTILE SEPARATION FABRIC

GEOTEXTILE SEPARATION FABRIC

NOTES:

1. IF ASPHALT IS PLACED IN MORE THAN ONE LIFT,

TACK COAT SHALL BE PLACED BETWEEN LIFTS.

NOTES:

1. CONCRETE SECTION IS FOR ODD-SHAPED PANELS. REFER TO SPECIFICATIONS FOR DEFINITION OF

ODD-SHAPED PANELS.

SUBGRADE PREPARATION PER

PROJECT SPECIFICATIONS

5"

CLEAR (TYP) CLEAR (TYP)

EPOXY COATED #4s @ 18" O.C.

EACH WAY

SUB SHEET NO.

ARCHIVE NO.

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

10' CONCRETE PAN

5.00'5.00'5"

CONCRETE 3.0"

NOTE:

1. SAWCUT JOINT AT 10' O.C.

2. JOINT SEALANT AT ALL JOINTS.

N.T.S.

6" AGGREGATE BASE

COURSE

6"

7"

6.00'

12"± DRILL 1"Ø HOLES IN CONCRETE PAVEMENT.

INSERT 24" #5 REBAR THROUGH WHEEL

STOP INTO PAVEMENT. REBAR TO BE

FLUSH OR BELOW TOP OF WHEEL STOP.

WHEEL STOP TO BE PRECAST

CONCRETE

WHEEL STOP DETAIL

N.T.S.

ODD-SHAPED PANEL CONCRETE SECTION

N.T.S.

2" CLEAR (TYP)

EPOXY COATED

LONGITUDINAL #4s

@ 24" SPACING

N.T.S.

SIGN PER PLAN. ATTACH SIGN

TO POST USING GALVANIZED

MACHINE BOLT

GALVANIZED BOLTED

CONNECTION (TYP)

SQUARE GALVANIZED

POST SLEEVE

MINIMUM 4500 PSI

CONCRETE FOOTING

3'

18"

TYPICAL SIGN POST DETAIL

7.0 ' M

IN

SQUARE GALVANIZED SIGN

POST

2"x2"x0.95"

DR

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C501

DETAILS

GEOTEXTILE SEPARATION FABRIC

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

T

SAW AND SEAL JOINT1

8" WIDE INITIAL

SAW

DEPTH=T/4

FRACTURE

PREFORMED JOINT FILLER MATERIAL

BACKER ROD

DEEP JOINT WITH PREFORMED JOINT FILLER

MATERIAL

D

W

D

W

D

W

DEEP JOINT WITH BACKER ROD SHALLOW JOINT NO FILLER MATERIAL

4"

2"

4"

2"

4"

2"

NOTES:

1. VERIFY JOINT DEPTH TO WIDTH RATIO WITH JOINT SEALANT MANUFACTURER FOR FILLER MATERIAL REQUIREMENTS

2. JOINT TO BE FREE AND CLEAN OF ALL DEBRIS PRIOR TO SEALING

3. EXCESS SEALANT TO BE REMOVED FROM SURFACE

SAWN CONCRETE JOINT

N.T.S.

CONCRETE NON-SAG JOINT SEAL

N.T.S.

EXPANSION JOINT FILLER AND SEAL

5"

6"

NOTES:

1. VERIFY EXISTING DOWEL DIAMETER, LENGTH, AND SPACING

2. DOWEL TO BE SMOOTH COATED STEEL AND LIGHTLY GREASED

1" GAP

2"

LIGHTLY GREASE END OF DOWEL

SMOOTH DOWEL WITH END CAP

3"

DOWELED EXPANSION TO EXISTING CONCRETE JOINT

N.T.S.

JOINT SEAL

TIE BAR SEE CONCRETE JOINT NOTE #4,

THIS SHEET FOR ALIGNMENT AND INSTALLATION REQUIREMENTS

T/2

T

T=PAVEMENT THICKNESS

BUTT JOINT

1/2 BAR LENGTH

TIED CONSTRUCTION JOINT DETAIL

N.T.S.

JOINT SEAL

T/2

T

1/2 BAR LENGTH T=PAVEMENT THICKNESS

TIE BAR SEE CONCRETE JOINT NOTE #4,

THIS SHEET FOR ALIGNMENT AND INSTALLATION REQUIREMENTS

TIED CONTRACTION JOINT DETAIL

N.T.S.

JOINT SEAL

T/2

T

1/2 BAR LENGTH T=PAVEMENT THICKNESS

EPOXY COATED DOWEL BAR SEE CONCRETE JOINT NOTE #1,

THIS SHEET FOR ALIGNMENT AND INSTALLATION REQUIREMENTS

DOWELED CONSTRUCTION JOINT DETAIL

N.T.S.

LIGHTLY GREASE ONE END OF DOWEL

ADHESIVE ANCHOR INTO EXISTING PAVEMENT

EPOXY COATEDDOWEL BAR SEE CONCRETE

JOINT NOTE #1, THIS SHEET FOR ALIGNMENT

AND INSTALLATION REQUIREMENT

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DETAILS

DESIGNER

CHECKED

DATE SHEET

OF

DRAWING TITLE

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

PROJECT NAME

CONSTRUCTION DOCUMENTS

STAMPS, LOGOS AND SEALS

01/14/2022

JWT/TFS

B. WILLIS

NORTHERN

HILLS PARKING

LOT

IMPROVEMENTS

NO. REVISION / ISSUE DATE

T

4" EXPANSION JOINT FILLER

0.25 T MIN 5'

EXPANSION CONCRETE JOINT

N.T.S.

4" 1

2" W

STANDARD EXPANSION JOINT

NOTES:

1. VERIFY JOINT DEPTH TO WIDTH RATIO WITH JOINT SEALANT MANUFACTURER FOR FILLER MATERIAL REQUIREMENTS

2. JOINT TO BE FREE AND CLEAN OF ALL DEBRIS PRIOR TO SEALING

3. EXCESS SEALANT TO BE REMOVED FROM SURFACE

D= 7 8"

8"

EXPANSION CONCRETE JOINT SEAL

N.T.S.

4" 1

2"

8"

D= 7 8"

W

DOWELED EXPANSION JOINT

NOTES:

1. PROVIDE LONGITUDINAL AND TRANSVERSE CONTRACTION AND EXPANSION JOINTS AT SPACING AND FREQUENCY AT 10' O.C.

2. CURB BASE AND SUBGRADE REQUIREMENTS TO BE SIMILAR TO ADJACENT PAVEMENT

3. ENSURE ALL EDGES, CORNERS, AND SURFACES ARE SMOOTH TO FACILITATE WHEELCHAIR MOVEMENTS

4. CURB MODIFICATION FOR ADA PURPOSES APPLIES TO BOTH CATCH AND SPILL TYPES

5. CURB TEXTURE TO BE MEDIUM-TO-COARSE

PAVEMENT

BACKFILL WHERE INDICATED

1.5" 4.5"

R=1.5"

VARIES

CATCH SECTION

SPILL SECTION

VARIES

PAVEMENT

30"

18"

1" PER FT

MAX. 5% AT ADA CURB RAMPS

MATCH

ADJACENT

PAVEMENT

SECTION

MATCH

ADJACENT

PAVEMENT

SECTION

TOOLED JOINT

1" PER FT

MAX. 5% AT ADA CURB RAMPS

1.5"

R=1.5"

CONCRETE CURB DETAILS

N.T.S.

CONCRETE

PAVEMENT

JOINT SEALING

COMPOUND

RECESS 14" FROM

PAVEMENT SURFACE

4" PREFORMED

ISOLATION JOINT MATERIAL

MISCELLANEOUS

STRUCTURE

MISC. STRUCTURE ISOLATION JOINT

N.T.S.

TRANSITION TO FLUSH CURB

12"

FLUSH CURB

6" VERT. CURB

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DETAILS

NOTES:

1. INSTALL SIDEWALK CHASE COVER AND FRAMES PER MANUFACTURER'S RECOMMENDATIONS.

2. SIDEWALK CHASE SHALL BE ABA COMPLIANT.

3. SIDEWALK CHASE COVER/GRATE SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL.

12"

TRENCH GRATE COVER THAT IS ABA

COMPATIBLE

SECTION A-APLAN VIEW

6"

FORMED TRENCH SECTION

6"

6" 6"

AA

CONCRETE SIDEWALK

SIDEWALK CHASE DETAIL

NOT TO SCALE

6" DEPTH

PROVIDE OPENING FOR BUILDING

DOWNSPOUT

2'-0" 6"

#4xCONT, (4) TOTAL

#4 @ 12" O.C.

POUR CHASE MONOLITHICALLY WITH ADJACENT SIDEWALK

PANELS

SLOPE VARIES

(SEE PLANS)

PREPARE COMPACTED SUBGRADE PER

SPECIFICATIONS

18"

RIPRAP CLASS A

D50 = 0.95FT

ADJACENT PAVEMENT

SECTION, SEE PLANS

WELDED WIRE FABRIC

6x6-W2.1xW2.