Attachment 7 TAYLOR BID DOCUMENT PART 1 20220429.pdf

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

COVER SHEET

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

GI000

STRUBLEPERKINS04/29/2022

VA Sierra Nevada Health Care System

BID DOCUMENTS

APRIL 29, 2022

NORTH

VICINITY MAP

LOCATION MAP

NORTH

SHEET INDEX

SHEET NUMBER SHEET DESCRIPTION

GI000 COVER SHEET

VF101 CIVIL SITE SURVEY PLAN

CD101 CIVIL DEMOLITION PLAN

CS101 CIVIL SITE PLAN

CG101 CIVIL GRADING PLAN

CG102 STORMWATER PROTECTION PLAN

CG501 CIVIL DETAILS SHEET 1

CG502 CIVIL DETAILS SHEET 2

CG503 CIVIL DETAILS SHEET 3

CT101 CIVIL UTILITY AND TRAFFIC PLAN

CT501 CALL BOX DETAILS

LP100 PLANTING NOTES

LP101 PLANTING PLAN

LP501 PLANTING DETAILS

LI100 IRRIGATION NOTES

LI101 IRRIGATION PLAN

LI501 IRRIGATION DETAILS

A-001 SYMBOLS, AND GENERAL NOTES

AD101 635 EAST TAYLOR - DEMOLITION

AD102 633 EAST TAYLOR - DEMOLITION

A-201 EXTERIOR ELEVATIONS - 635 EAST TAYLOR STREET

ED101 ELECTRICAL DEMOLITION PLAN - 633/635 TAYLOR STREET

E-101 ELECTRICAL SITE PLAN - 633/635 TAYLOR STREET

E-102 LIGHTING PHOTOMETRIC PLAN

PROJECT LOCATION

PROJECT LOCATION

VISN 21 PROJECT NO.: 654-823

CONTRACT NO.: VA261-17-D-0088

CONVERT PROCURED RESIDENTIAL LOTS TO

SURFACE LEVEL ASPHALT PAVED PARKING

633/635 EAST TAYLOR STREET

PROJECT SCOPE

U.S. Department of Veterans Affairs

CLIENT:

VA Sierra Nevada Health Care System - VISN 21

Contracting Officer (CO) - Charee Harris Contracting Officer's Representative (COR) - Mike Rowley

975 Kirman Avenue Reno, NV 89502

THIS SET OF CONSTRUCTION DOCUMENTS PERTAINS ONLY TO THE 633/635 E. TAYLOR PROJECT SITE.

As described in the VA scope of work (SOW) document, the SOW shall include the following:

Description:

1. 1.a The project intent is to complete design documents (drawings, specifications and cost estimates) to allow for conversion of five(5) separate property lots currently housing approximately ten (10) separate structures (including one rental apartment four-plex) into paved asphalt surface parking lots. Priority is to provide the maximum number of new parking spaces. Construction shall include any associated new structures, sidewalks, curbs, foundations, pavement, driveways, signage, utilities, metering, ancillary equipment, etc.

1.b Given the age of some of the existing structures it's likely that asbestos abatement, lead paint elimination, PCB removal and other similar remediation efforts will be necessary at some, if not all, of the structures procured by the facility. Therefore, the design project scope shall include a hazardous material abatement portion to assure these items are removed from the structures and properly disposed of. Additionally, it must be assumed that some if not all of the properties to be covered within the design scope contain underground fuel tanks which served furnaces to heat the structures. The design documents shall include all information necessary to allow for removal and proper disposal of any underground fuel tanks and piping systems.

1.c The design package shall include complete demolition documents to assure complete removal of the existing structures, substructures, foundations, slabs, sidewalks, driveways, utilities, metering, etc. which served the structures to be removed as part of this design scope. All new drive approaches, sidewalks, signage and drainage shall conform to City of Reno design standards where applicable.

1.d All recent projects on facility grounds which have required below surface work have resulted in a stoppage of the project when the contractor encountered unforeseen below surface conditions. The design scope shall include a geotechnical report for the areas under consideration as necessary to reduce the probability that, once below surface work begins, unforeseen conditions will result in project delays.

1.e The design package shall include all documents necessary to allow for the conversion of all the lots to asphalt paved surface level parking sloped to drain with storm water pollution prevention plan per local requirements. The parcels are federal property and shall comply with all Veterans Affairs (DVA) standards for Surface Level Parking including the Parking Design Manual, Parking Lot and Exterior Signage, Physical Security Design Manual, Telecommunications and Special Telecommunications and other DVA design guides and manuals. City of Reno design standards apply for public easement areas, i.e. driveways, sidewalk, curbs, etc.

Where DVA standards differ or conflict with City standards, the design shall follow the more stringent of the two standards. Lots are to be complete, asphalt paved, striped, lighted and sloped for proper drainage. Additionally, 1030 Wilson shall include:

Fully striped and marked lot, sloped to drain with storm-water pollution prevention per local requirements Parking bumpers at the head of each stall with adequate separation.

space to accommodate two DUV with approximate dimensions of 30'L x 9'W x 13'H each. Provide dedicated 120volt, 20amp GFI receptacles as shown on the electrical plans.

This lot shall be enclosed with CMU walls, vehicular gates and pedestrian doors with corresponding security access. Gates and operating motors shall have vehicle impact protection.

type II, charging stations to support PEV (plug-in electric vehicles) with designated signage for dedicated PEV parking only as shown on the plans Provide security camera system connecting to the VA police facility's existing main security control center on the main campus.

Scope of Work also includes installing a key-box off-site in the VA Medical Center Lobby, and a Security Camera for monitoring purposes. These devices shall be incorporated into the Existing Lenel Security System. Coordinate location, equipment requirements, and access with the COR. See utility and electrical plans for additional information.

1.f Landscaping shall comply with local zoning ordinances and VA landscaping requirements, compatible with current neighborhood aesthetics per State Preservation Historic Office (e.g., landscaping, foliage, trees, lighting, etc.) and to minimize adverse effects on surrounding historic properties to the extent practicable. Landscaping irrigation shall have a dedicated water meter where applicable. The Landscape Architect shall have specific experience in landscape design with High Desert environments, similar to the design location or be able to demonstrate equivalent design experience. Lots shall be properly lighted, per ASHRAE

90.1 and applicable IES standards.

1.g The three locations where the work is to occur are the following resident lots in Reno, Nevada:

1. 1000-1040 Wilson Street (4-unit apartment complex)

2. 524 and 526 East Taylor(adjoined lots - four residential structures), 530 East Taylor Street and 925 Locust Street (adjoined lots - four residential structures)

3. 633 Eat Taylor, 635 and 635A East Taylor Street (three residential structures) The Wilson Street lot is the location that has been designated for use by Government Vehicles and DUV (dual use vehicle) only.

1.h The Government Vehicle Lot will be designed to incorporate the following features:

Fully striped and marked lot, with a minimum of two van accessible parking spaces.

Parking bumpers at the head of each stall with adequate separation.

One stall sized to accommodate a DUV with approximate dimensions of 30'L x 9'W x 13'H. Provide a dedicated 120volt, 20amp GFI receptacle with exact location

TBD.

This lot shall be walled to provide additional security for the vehicles located therein. Wall to consist of precast concrete or CMU or other rigid fencing TBD. A-E to provide a minimum of three options to prevent access by unauthorized persons. One access gate into the lot with keypad entry and one access gate out of the lot with sensor operation. Gates and operating motors shall have vehicle impact protection. KeyBank system, www.morsewatchmans.com (Brand Name or Equal)

A total of (16) type II, charging stations to support PEV (plug-in electric vehicles) with designated signage for dedicated PEV parking only.

ttps://avt.inl.gov/sites/default/files/pdf/presentations/InterfuelsDCJune2016.pdf

Provide security stored loop feed cameras or cameras connecting the VA police facility's existing main security control center on the main campus. Design shall incorporate wireless technology as much as feasible within VA requirements for physical security. Provide adequate separation between bumper stops and adjacent signage, charging station equipment and other appurtenances. Provide heavy duty or flexible posts, and/or bollards where required. Signage may be located on fencing or other structures, where appropriate to prevent damage from vehicular traffic.

1.i The other two lots will include the following features:

Fully striped, marked with ADA compliant parking including a minimum 3% of stalls for handicap parking per VA standards. Parking bumpers at the head of each stall with adequate separation.

CONTRACTOR NOTE

ALL WORK WITHIN CITY OF RENO RIGHT OF WAY TO MEET CITY OF

RENO STANDARDS AND SPECIFICATIONS. ALL WORK WITHIN VA

PROPERTY TO MEET VA STANDARDS AND SPECIFICATIONS

/29

/20

5' SPPCO EASEMENT

PER DOC NO. 713035

4466.15

EX TC

4465.46

EX TC

4465.89

EX SW

4467.24

EX SW

4466.79

EX SW

4466.26

EX TC

4466.52

EX TC

4466.88

EX SW

4466.03

EX SW

4466.09

EX SW

CONSTRUCT SAFETY SIGN

EX. GAS

EX. WATER

EX. WATER

EX. S.D.

EX. SAN. SEWER

EX. OVERHEAD POWER

1"=10'F1 CIVIL SITE SURVEY PLAN

VA FORM 08 - 6231

A

B

C

D

E

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A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL SITE SURVEY PLAN

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

VF101

STRUBLEPERKINS04/29/2022

010' 10' 20'5'

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE

DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER

MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE

WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE

NOTED

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

CIVIL SHEET ABBREVIATIONS

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED CITY OF RENO

SUPPLIED AS-BUILT DRAWINGS AND SURFACE SCANS. CONDITION

OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. UTILITY

LOCATIONS ARE IN APPROXIMATE LOCATION, CONTRACTOR TO

VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO

CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO

ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE

THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE

CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

LEGEND

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

EX. CONCRETE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING PROPOSED

CURB

SEWER CLEAN-OUT

STORM DRAIN INLET

UTILITY LINE CAP

CONSTRUCTION FENCING

N.T.S.E7 REAR OF HOUSE

F7

VF101

N.T.S.F7 FRONT OF HOUSE

E7

VF101

C7

VF101

B7

VF101

N.T.S.B7 REAR OF HOUSE

N.T.S.C7 FRONT OF HOUSE

/29

EX. OVERHEAD ELECTRICAL/PHONE

LINE TO BE REMOVED

EX. OVERHEAD ELECTRICAL/PHONE

LINE TO BE REMOVED

STUB AND CAP

GAS LINE AT

MAIN

EX. SHRUBBERY

TO BE REMOVED

EX. CONCRETE DRIVE

TO BE REMOVED

EX. CONCRETE SIDEWALK

TO BE REMOVED

EX. PAVERS

TO BE REMOVED

EX. BUILDING WITH BASEMENT

TO BE REMOVED

EX. BUILDING

TO BE REMOVED

EX. CONCRETE SIDEWALK

TO BE REMOVED

EX. CONCRETE SIDEWALK

TO BE REMOVED

EX. FENCE

TO BE REMOVED

EX. FENCE

TO BE REMOVED

EX. FENCE

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. CONCRETE PATIO

TO BE REMOVED

EX. OVERHEAD

ELECTRICAL/PHONE

LINE TO BE REMOVED

EX. UNDERGROUND FUEL

STORAGE TANK

TO BE REMOVED

EX. BUILDING WITH BASEMENT

TO BE REMOVED

EX. FENCE

TO BE REMOVED

EX. CONCRETE DRIVE

TO BE REMOVED

EX. CONCRETE SIDEWALK

TO BE REMOVED

EX. SANITARY SEWER LATERAL

TO BE REMOVED

PORTION OF EXISTING ALLEY

TO BE REMOVED.

COMPLETE SLAB TO BE REPLACED.

(EXPANSION JOINT TO EXPANSION JOINT)

EX. CONCRETE CURB

TO BE REMOVED

STUB AND CAP

SEWER LATERAL AT

PROPERTY LINE

STUB AND CAP

SEWER LATERAL AT

PROPERTY LINE

STUB AND CAP

WATER LATERAL AT MAIN

WATER METER TO BE REMOVED

STUB AND CAP

WATER LATERAL AT

METER

WATER METER TO REMAIN

EX. CONCRETE STOOP

TO BE REMOVED

STUB AND CAP

WATER LATERAL AT MAIN

WATER METER TO BE REMOVED

CONSTRUCT SAFETY SIGN

EX. GAS

EX. WATER

EX. WATER

EX. S.D.

EX. SAN. SEWER

EX. OVERHEAD POWER

1"=10'F1 CIVIL DEMOLITION PLAN

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL DEMOLITION PLAN

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

CD101

STRUBLEPERKINS04/29/2022

1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. WHERE APPLICABLE, CITY OF RENO PUBLIC WORKS STANDARDS SHALL APPLY.

2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REGULATIONS WITH RESPECT TO STORM WATER DISCHARGE.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. THE CONTRACTOR'S SURVEYOR SHALL DOCUMENT THE HORIZONTAL LOCATION AND ELEVATION OF UTILITIES THAT ARE EXPOSED. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OR ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.

4. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE COORDINATED WITH THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAYS OR INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO

ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND

APPROVED BY THE COR.

6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES RESULTING FROM CONSTRUCTION PROCESS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

7. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.

8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (I.E. BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION PERMITS, EPA STORM WATER PERMITS, ETC.)

9. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROPERTY

CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR.

10. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION TRAFFIC CONTROL AND SIGNING PLAN AND OBTAIN APPROVAL OF SUCH PLAN FROM THE CONTRACT OFFICER'S REPRESENTATIVE (COR), PRIOR TO BEGINNING ANY CONSTRUCTION WORK ON OR ADJACENT TO EXISTING

STREETS.

11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), US DEPARTMENT OF TRANSPORTATION, LATEST EDITION.

12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY THE

PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OF EACH DAY.

13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO CONFORM WITH EPA REQUIREMENTS, INCLUDING COMPLIANCE WITH NPDES PHASE 2 REQUIREMENTS. THIS INCLUDES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), FILING THE NOTICE OF

INTENT AND MAINTENANCE OF SWPPP BEST MANAGEMENT PLANS (BMP'S).

GENERAL NOTES

APPROXIMATE DEMOLITION QUANTITIES

*CONTRACTOR TO FIELD VERIFY

30" CONCRETE CURB AND GUTTER REMOVAL

QUANTITY UNITS

LF

DESCRIPTION

SAW-CUT LF

A.C. PAVEMENT REMOVAL SF

010' 10' 20'5'

EXISTING SHRUBBERY REMOVAL

EXISTING CONCRETE DRIVEWAY REMOVAL SF

LF

EXISTING WATER LINE LATERAL REMOVAL

EXISTING SEWER LATERAL REMOVAL

EXISTING GAS METER REMOVAL

EXISTING GAS LINE REMOVAL

EXISTING FENCE REMOVAL

EXISTING BUILDING REMOVAL

LF

LF

LF

LF

SF

EA

4,210

74.5

LEGEND

LIMITS OF CONSTRUCTION

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

SIDEWALK

EXISTING PROPOSED

CENTERLINE

SLOPE AND FLOW DIRECTION

PROPERTY FENCING

CONSTRUCTION FENCING

SAW-CUT LINE

DEMOLITION NOTE

SEE ARCHITECTURAL DEMOLITION SHEETS FOR ADDITIONAL

INFORMATION ON BUILDING DEMOLITION.

EXISTING CONCRETE SIDEWALK/PATIO REMOVAL SF3,207

EXISTING UNDERGROUND FUEL STORAGE TANK EA1

EXISTING TREE REMOVAL EA5

EXISTING WATER METER REMOVAL EA2

EXISTING OVERHEAD POWER LINE REMOVAL LF254

EXISTING OVERHEAD TELEPHONE/COMM LINE REMOVAL LF254

/29

STA:11+06.73

BEG. CONSTRUCTION

STA:11+77.24

END CONSTRUCTION

L10

L1

L1

L14

L15

L3 L4

L11

L1

L18

L23 L24

L26

L27

L2

L1

C1 L6

L7

C2

C4

L8

L9 L22 L29

L30

14.00'

24.00'

5.5 0'

3.00'

3.00'

14.00'

18.00'

18.00'

9.0 0'

9.0 0'

L2

C3 L19

L2

C5

L2

8.0 0'

5.0 0'

.79

C6

C7

5.00'

.00

.00

9.00'

1.97'

1.99'

9.0 0'

19.00'

18.00'

8.0 0'

60°

2.00' 2.5 0'

2.00'

2.0 0'

3.00'

2.00'

0.50'

CONSTRUCT SAFETY SIGN

STA:11+41.47

DRIVEWAY

STA:11+55.47

DRIVEWAY

5.00'

6.5 0'

6.5 0'

5.00'

5.00'

5.0 0'

5.0 0'

8.0 0'

5.0 0'

0.50' 0.50'

Line Table Line #

L1

L2

L3

L4

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L17

L18

L19

L20

L21

L22

Length 10.92

37.31

132.29

8.94

3.59

9.50

14.01

20.00

16.80

19.51

19.31

19.42

21.53

21.91

139.37

95.23

3.99

54.76

15.95

14.00

Direction S89° 13' 50.00"E

N89° 13' 50.00"W

S0° 46' 10.00"W

S0° 08' 29.33"W

N0° 00' 05.48"W

N89° 58' 46.56"E

N88° 06' 21.98"W

N89° 58' 46.56"E

S88° 37' 09.13"E

N89° 58' 44.08"E

S1° 52' 49.72"W

N0° 43' 44.81"E

S89° 47' 31.51"W

S89° 53' 31.94"E

S0° 46' 10.00"W

S89° 56' 56.00"E

S89° 15' 19.25"E

S0° 46' 10.00"W

S0° 46' 10.00"W

N89° 58' 46.56"E

Curve Table Curve #

C1

C2

C3

C4

C5

C6

C7

Length 7.92

10.90

23.57

12.78

23.56

5.47

19.77

Radius 5.00

5.00

15.00

20.50

15.00

3.00

15.00

Delta 90.77

124.96

90.02

35.73

90.00

104.48

75.52

Line Table Line #

L23

L24

L26

L27

L28

L29

L30

Length 34.74

4.97

9.30

9.25

5.00

19.74

14.00

Direction N89° 52' 50.35"E

S89° 47' 24.96"E

N88° 10' 04.22"W

S89° 21' 17.06"W

S0° 02' 05.02"W

N89° 58' 46.56"E

N89° 58' 46.56"E

1"=10'F1 CIVIL SITE PLAN

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL SITE PLAN

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

CS101

STRUBLEPERKINS04/29/2022

CONTRACTOR NOTE

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.

"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED CITY OF RENO SUPPLIED AS-BUILT DRAWINGS AND SURFACE SCANS.

CONDITION OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION, CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO.

UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

010' 10' 20'5'

LEGEND

EXISTING PROPOSED

LIMITS OF CONSTRUCTION

EX. CONCRETE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

FENCE

SEWER/STORM PVC CLEAN-OUT

STORM DRAIN INLET

CONSTRUCTION FENCING

SAW-CUT LINE

6' COMPOSITE FENCING

/29

4466.15

EX TC

4465.46

EX TC

4465.89

EX SW

4467.24

EX SW

4466.90

TC

3 16

4466.79

EX SW

4468.88

TC

4468.94

TC

4468.84

TC

4468.77

TC

4468.70

TC

4468.22

TC

4467.31

TC

4466.95

TC

4466.57

TC

4466.83

TC

4466.23

TC

4466.03

TC

4466.27

TC

4466.27

TC

4466.16

TC

4466.26

EX TC

4466.52

EX TC

4466.77

TC

4466.59

TC

4466.40

TC

4466.15

TC

4465.61

TC

4467.40

TC

4466.87

SW

4466.91

SW

4466.88

EX SW

4466.27

TC

10 TYP.

10 TYP.

10 TYP.

12 12

12 14

CONSTRUCT SAFETY SIGN

4465.86

SW

4465.60

SW

4465.96

SW

4466.68

SW

1"=10'F1 CIVIL GRADING PLAN

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL GRADING PLAN

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

CG101

STRUBLEPERKINS04/29/2022

010' 10' 20'5'

CONSTRUCTION NOTES LEGEND

APPROXIMATE GRADING AND PAVING QUANTITIES

*CONTRACTOR TO FIELD VERIFY

QUANTITY UNITSDESCRIPTION

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED CITY OF RENO

SUPPLIED AS-BUILT DRAWINGS AND SURFACE SCANS. CONDITION

OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. UTILITY

LOCATIONS ARE IN APPROXIMATE LOCATION, CONTRACTOR TO

VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO

CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO

ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE

THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE

CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

NOTE:

THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL

BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN

FOR THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE

FILING OF THE NOTICE OF INTENT TO THE FLORIDA STATE WATER RESOURCES

CONTROL BOARD FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE

CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS

PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND

ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR

WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS

SPECIFIED IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR

SHALL ALSO PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE

RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING

OF A NOTICE OF TERMINATION TO THE STATE WATER RESOURCES CONTROL BOARD

AT THE END OF THE PROJECT.

CONSTRUCT TYPE 1A CONCRETE CURB PER DETAIL F7, SHEET CG501

CONSTRUCT 3' CONCRETE DRAINAGE SWALE PER DETAIL E9, SHEET CG502

CONSTRUCT CONSTRUCTION FENCING

CONSTRUCT CONSTRUCTION YARD ENTRANCE GATE - (2) 6' CENTER LOCKING

CONSTRUCT 2' SIDEWALK CROSS-DRAIN PER DETAIL C3, SHEET CG502

CONSTRUCT CURB OPENING PER DETAIL C1, SHEET CG502

CONSTRUCT CONCRETE PARKING BUMPER PER DETAIL B9, SHEET CG503

CONSTRUCT HEAVY DUTY ASPHALT PAVEMENT PER DETAIL A7, SHEET CG501

SAW-CUT LINE AT 2 LF OFFSET FROM PROPOSED CURB / DROP CURB

CONNECT TO EXISTING SIDEWALK - MATCH GRADE PER DETAIL C5, SHEET CG502

CONNECT TO EXISTING CURB - MATCH GRADE PER DETAIL C5, SHEET CG502

42 LF

12,323 SF

147 LF

284 SF

222 SF

CONSTRUCT TYPE 2 P.C.C. MEDIAN CURB PER DETAIL C1, SHEET CG501

CONSTRUCT P.C.C. DRIVEWAY APRON PER DETAIL F9, SHEET CG501

TYPE 1A CONCRETE CURB

4" CONCRETE SIDEWALK

HEAVY DUTY ASPHALT PAVEMENT

TYPE 2 P.C.C. MEDIAN CURB

P.C.C. DRIVEWAY APRON

CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL F1, SHEET CG501

CONNECT TO EXISTING ALLEY - MATCH GRADE17

LEGEND

LIMITS OF CONSTRUCTION

BACK OF CURB

CONCRETE

SIDEWALK

EXISTING PROPOSED

SLOPE AND FLOW DIRECTION

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

STREET LIGHT

STORM DRAIN INLET

FLOW LINE

CONSTRUCTION FENCING

SAW-CUT LINE

CONSTRUCT TYPE 1 CONCRETE CURB PER DETAIL F7, SHEET CG501

200 LFTYPE 1 CONCRETE CURB

8 LF3' CONCRETE DRAINAGE SWALE

5 LF2' SIDEWALK CROSS-DRAIN

1 EACURB OPENING

EARTHWORK FILL

-NET, UNADJUSTED 450 CY

21 CONSTRUCT P.C.C. ALLEY PER DETAIL F1, SHEET CG502

CONSTRUCT BOLLARD POLE PER DETAIL F5, SHEET CG502

415 SFP.C.C. ALLEY

BOLLARD POLE

CONCRETE PARKING BUMPER

8 EA

10 EA

CONSTRUCT UTILITY TRENCH PER DETAIL B9 & C7, SHEET CG501

- CONTRACTOR TO REMOVE AT COMPLETION OF PROJECT

- CONTRACTOR TO REMOVE AT COMPLETION OF PROJECT

CONSTRUCT STANDARD FOUNDATION STREETLIGHT

CONSTRUCT SAFETY SIGN PER DETAIL F4, SHEET CG501

TOPOGRAPHY CONTOUR MAJOR (5')

TOPOGRAPHY CONTOUR MINOR (1')

1. EXCEPT AS PROVIDED HEREIN, GRADING SHALL BE PERFORMED AT THE ELEVATIONS SHOWN

AND IN ACCORDANCE WITH THE DETAILS SHOWN ON SHEET CG501.

2. THE COST FOR REQUIRED CONSTRUCTION DUST AND EROSION CONTROL MEASURES SHALL BE

INCIDENTAL TO THE PROJECT COST.

3. ALL WORK RELATIVE TO FOUNDATION CONSTRUCTION, SITE PREPARATION, AND PAVEMENT

INSTALLATION, AS SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

PROJECT, (FIRST PRIORITY) SPECIFICATIONS, AND/OR THE CITY OF RENO CODE OF ORDINANCES

(SECOND PRIORITY, AND WITHIN CITY OF RENO RIGHT-OF-WAY).

4. EARTH SLOPES SHALL NOT EXCEED 3 HORIZONTAL TO 1 VERTICAL UNLESS SHOWN OTHERWISE.

5. IT IS THE INTENT OF THESE PLANS THAT THIS CONTRACTOR SHALL NOT PERFORM ANY WORK

OUTSIDE OF THE PROPERTY BOUNDARIES EXCEPT AS REQUIRED BY THIS PLAN.

6. THE CONTRACTOR IS TO ENSURE THAT NO SOIL ERODES FROM THE SITE ONTO ADJACENT

PROPERTY OR PUBLIC RIGHT-OF-WAY. THIS SHOULD BE ACHIEVED BY CONSTRUCTING

TEMPORARY BERMS OR SILT FENCE AT THE PROPERTY LINES AND WETTING THE SOIL TO PROTECT

IT FROM WIND EROSION.

7. A DISPOSAL SITE FOR ANY & ALL EXCAVATION MATERIAL, AND UNSUITABLE MATERIAL AND/OR A

BORROW SITE CONTAINING ACCEPTABLE FILL MATERIAL SHALL BE OBTAINED BY THE

CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED

BY THE COR. ALL COSTS INCURRED IN OBTAINING A DISPOSAL OR BORROW SITE AND HAUL TO OR

FROM SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASURE OR

PAYMENT SHALL BE MADE.

8. PAVING AND ROADWAY GRADES SHALL BE +/- 0.1' FROM PLAN ELEVATIONS. PAD ELEVATIONS

SHALL BE +/- 0.05' FROM BUILDING PLAN ELEVATION.

9. VERIFY ALL ELEVATIONS SHOWN ON PLAN FROM BASIS OF ELEVATION CONTROL STATION PRIOR

TO BEGINNING CONSTRUCTION. (SEE SITE PLAN SHEET CS101).

GRADING NOTES

- CONTRACTOR TO REMOVE AT COMPLETION OF PROJECT

-SEE SHEET CT101 AND DETAIL D1, SHEET CG503

22 CONSTRUCT EXTENDED FOUNDATION STREETLIGHT

-SEE SHEET CT101 AND DETAIL F1, SHEET CG503

23 CONSTRUCT TREX SECLUSION COMPOSITE FENCING OR APPROVED EQUAL

-FENCE POSTS INSTALLED WITH 3' MIN. OFFSET TO STREETLIGHT FOUNDATIONS.

-SEE DETAIL F5, SHEET CG503

6' COMPOSITE PRIVACY FENCE 280 LF

6' COMPOSITE FENCE

/29

CONSTRUCT SAFETY SIGN

4465.86

SW

4465.60

SW

4465.96

SW

4466.68

SW

EX. S.D.

1"=10'F1 STORMWATER PROTECTION PLAN

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

STORMWATER PROTECTION PLAN

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

CG102

STRUBLEPERKINS04/29/2022

020' 20' 40'10'

CONSTRUCTION NOTES LEGEND

APPROXIMATE SWPPP QUANTITIES

QUANTITY UNITSDESCRIPTION

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED CITY OF RENO

SUPPLIED AS-BUILT DRAWINGS AND SURFACE SCANS. CONDITION

OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. UTILITY

LOCATIONS ARE IN APPROXIMATE LOCATION, CONTRACTOR TO

VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO

CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO

ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE

THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE

CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

NOTE:

THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL

BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN

FOR THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE

FILING OF THE NOTICE OF INTENT TO THE NEVADA STATE WATER RESOURCES

CONTROL BOARD FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE

CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS

PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND

ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR

WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS

SPECIFIED IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR

SHALL ALSO PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE

RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING

OF A NOTICE OF TERMINATION TO THE STATE WATER RESOURCES CONTROL BOARD

AT THE END OF THE PROJECT.

CONSTRUCT GRAVEL BAG PROTECTION PER DETAIL C9, SHEET CG502

2 EAGRAVEL BAG

LEGEND

LIMITS OF CONSTRUCTION

BACK OF CURB

CONCRETE

SIDEWALK

EXISTING PROPOSED

SLOPE AND FLOW DIRECTION

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

GRAVEL BAG

STORM DRAIN INLET

FLOW LINE

CONSTRUCTION FENCING

SAW-CUT LINE

1. EXCEPT AS PROVIDED HEREIN, GRADING SHALL BE PERFORMED AT THE ELEVATIONS SHOWN

AND IN ACCORDANCE WITH THE DETAILS SHOWN ON SHEET CG501.

2. THE COST FOR REQUIRED CONSTRUCTION DUST AND EROSION CONTROL MEASURES SHALL BE

INCIDENTAL TO THE PROJECT COST.

3. ALL WORK RELATIVE TO FOUNDATION CONSTRUCTION, SITE PREPARATION, AND PAVEMENT

INSTALLATION, AS SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

PROJECT, (FIRST PRIORITY) SPECIFICATIONS, AND/OR THE CITY OF RENO CODE OF ORDINANCES

(SECOND PRIORITY, AND WITHIN CITY OF RENO RIGHT-OF-WAY).

4. EARTH SLOPES SHALL NOT EXCEED 3 HORIZONTAL TO 1 VERTICAL UNLESS SHOWN OTHERWISE.

5. IT IS THE INTENT OF THESE PLANS THAT THIS CONTRACTOR SHALL NOT PERFORM ANY WORK

OUTSIDE OF THE PROPERTY BOUNDARIES EXCEPT AS REQUIRED BY THIS PLAN.

6. THE CONTRACTOR IS TO ENSURE THAT NO SOIL ERODES FROM THE SITE ONTO ADJACENT

PROPERTY OR PUBLIC RIGHT-OF-WAY. THIS SHOULD BE ACHIEVED BY CONSTRUCTING

TEMPORARY BERMS OR SILT FENCE AT THE PROPERTY LINES AND WETTING THE SOIL TO PROTECT

IT FROM WIND EROSION.

7. A DISPOSAL SITE FOR ANY & ALL EXCAVATION MATERIAL, AND UNSUITABLE MATERIAL AND/OR A

BORROW SITE CONTAINING ACCEPTABLE FILL MATERIAL SHALL BE OBTAINED BY THE

CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED

BY THE COR. ALL COSTS INCURRED IN OBTAINING A DISPOSAL OR BORROW SITE AND HAUL TO OR

FROM SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASURE OR

PAYMENT SHALL BE MADE.

8. PAVING AND ROADWAY GRADES SHALL BE +/- 0.1' FROM PLAN ELEVATIONS. PAD ELEVATIONS

SHALL BE +/- 0.05' FROM BUILDING PLAN ELEVATION.

9. VERIFY ALL ELEVATIONS SHOWN ON PLAN FROM BASIS OF ELEVATION CONTROL STATION PRIOR

TO BEGINNING CONSTRUCTION. (SEE SITE PLAN SHEET CS101).

GRADING NOTES

6' COMPOSITE FENCE

/29

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL DETAILS SHEET 1

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

CG501

STRUBLEPERKINS04/29/2022

4'-0" MAX.

1'-0" MAX.1'-0" MAX.

NOT TO SCALE VA STD. SD010000-01F4

SITE SAFETY PLAN VIEW

2" x 4" FRAMING

4" x 6"POSTS

FACE

48.00'

4.0 0'

4.00'

U.S. Department of Veterans Affairs

THIS PROJECT HAS WORKED

CL

.00

.00

3" 3"

4" 1"

1" 5"

1"

.00

8.0 0'

48.00'

000 DAYS

WITHOUT A LOST TIME ACCIDENT

THE LIFE YOU SAVE MAY BE YOUR OWN

GENERAL CONTRACTORS FIRM NAME

ZERO IN ON

SAFETY

ALL VISIBLE SURFACES TO BE

PRIMED AND PAINTED

SIGN ATTACHED TOGETHER WITH

WOOD SCREW & LAG BOLTS

CHANGEABLE NUMBERS

FACE PANEL TO BE AN EXTERIOR GRADE. MDO

SHEERT OR AN ALUMINU M SKIN LAMINATED TO

A WOOD OR PLASTIC CORE IS PREFERRED

WITH EDGES PHYSICALLY SEALED.

4" x 4" POSTS

DEPTH & TYPE OF FOOTING

DETERMINED BY EXISTING

SOIL CONDITIONS.

SECTION A-A

PLAN

A

A

NOT TO SCALEF9

TYPE 1

TYPE 1A

TYPE 2 P.C.C. MEDIAN CURB

P.C.C. MEDIAN CURB (ALTERNATE)

A

PLAN

SECTION A-A

A

NOT TO SCALEC1

NOT TO SCALEF1 NOT TO SCALEF7

NOT TO SCALEC4

MATERIALS:

1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE

ASTM A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES SHALL BE WELDED

DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL.

THE POSTS SHALL BE EXTERNALLY SCARFED TO AGREE WITH STD. CORNER RADII OF

5/32" [4mm] TO 1/64" [.3mm].

2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525. COATING

DESIGNATION G-90.

3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.

4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR CADMIUM

PLATED TO CONFORM TO ASTM A-165.

5. ALL CONCRETE SHALL BE 2500 PSI.

NOTES:

1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" STARTER SIGN POST.

STARTER SIGN POST SHALL BE REMOVED AFTER CONCRETE HAS SET AND

EXPOSED SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE.

2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.

3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.

4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED SURFACE.

5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED.

6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS SHEET FOR INSTALLATION

LOCATION.

7/16" [10mm] HOLE DIAMETER SPACED AT 1" [25mm] 0.C.

EXPANSION

MATERIAL TYP. IN

CONCRETE AREAS.

FINISH WITH

LANDSCAPE

MATERIAL.

FINISHED

GRADE

4" [100mm]

12" SQUARE

[300mm]

8" [20

0m m]

2 1 /2"

[63 mm

[50 mm

12" SQUARE

[300mm]

2 1 /2"

[63 mm

[10

0m m]

[30 5m m]

2'- 2 1

/2" [67

3m m]

2'- 8 1

/2" [82

6m m]

[15 2m m]

2"x2" [50x50mm]

PERFORATED POST

2 1/4"x2 1/4" [57x57mm]

PERFORATED POST

1 3/4"x1 3/4" [40x40mm]

PERFORATED POST

2'- 9"

[83 8m m]

8" SQUARE

[200mm]

[25 mm

] 1

[25 mm

R5-1 30"x30"

NOT TO SCALE

RESERVED

STATE DISABLED PARKING

PARKING

PERMIT REQUIRED

R7-801

NOT TO SCALE

NOT TO SCALE

MIN

6"

MI

N

EXIST GRADE

B9

TAMPED BACKFILL

3"

MIN

SEE SHEET CT101 FOR

NUMBER AND SIZE OF CONDUITS.

CONDUIT CENTERED IN TRENCH

WHEN SINGLE CONDUIT.

/29

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

BID DOCUMENTS

A/E:

TRIPLE C THE A/E GROUP

1839 S. Alma School Rd., Ste 300 Mesa AZ, 85210 307-460-2054 Mat Perkins

654-823-C

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL DETAILS SHEET 2

633/635 EAST TAYLOR STREET

APN:013-124-17 &18

CG502

STRUBLEPERKINS04/29/2022

SECTION A-A

A A

PLAN

DETAIL 'A'

SECTION A-ATUBING DETAIL

A

A TYPE 4R CATCH BASIN

TYPE 1 CATCH BASIN

INLET TYPE CATCH BASIN

TYPE 1

TRANSVERSE LONGITUDINAL

DOWELS AT MATCH ISOLATION JOINT

JOINT SEALANT DETAIL

EXPANSION JOINT

NOT TO SCALEC5 NOT TO SCALEC9

NOT TO SCALEE9

NOT TO SCALEC3NOT TO SCALEC1

DETAIL B (CONSTRUCTION JOINT)DETAIL A (CONTROL JOINT)

A A

SECTION A-A

PLAN

NOT TO SCALEF1

LOCKING BAR SECTION A-A

A A

NOT TO SCALEF5

/29