Attachment 6 WILSON BID DOCUMENT 20220429.pdf

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

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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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

COVER SHEET

1030 WILSON AVENUE

APN: 013-172-01

GI000

STRUBLEPERKINS04/29/2022

VA Sierra Nevada Health Care System

BID DOCUMENTS

APRIL 29, 2022

NORTH

PROJECT SCOPE

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 GRADING DETAILS 1

CG502 CIVIL GRADING DETAILS 2

CG503 CIVIL GRADING DETAILS 3

CG504 CIVIL GRADING DETAILS 4

CU101 CIVIL UTILITY AND SIGNAGE PLAN

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 SITE DEMOLITION DEMOLITION - 1030 WILSON

A-201 EXTERIOR ELEVATIONS - 1030 WILSON

ED101 ELECTRICAL DEMOLITION PLAN - 1030 WILSON AVENUE

E-101 ELECTRICAL SITE PLAN - 1030 WILSON AVENUE

E-102 LIGHTING PHOTOMETRIC PLAN

T101 BUILDING 10 - KEY CABINET AND CAMERA INSTALLATION

PROJECT LOCATION

PROJECT LOCATION

VISN 21 PROJECT NO.: 654-19-823

CONTRACT NO.: VA261-17-D-0088

CONVERT PROCURED RESIDENTIAL LOTS TO

SURFACE LEVEL ASPHALT PAVED PARKING

1030 WILSON AVENUE

U.S. Department of Veterans Affairs

LOCATION OF VAMC BLDG 1D

FOR INSTALLATION OF KEY

CABINET - SEE SHEET T-101

FOR ADDITIONAL

INFORMATION

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 1030 WILSON 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

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EX. GAS METERS

EX. WATER METER

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EX. GAS

EX. WATER

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EX. SAN. SEWER

EX. OVERHEAD POWER

EX. OVERHEAD TELEPHONE

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CONSTRUCT SAFETY SIGN

EX. OVERHEAD POWER

N88° 56' 52.53"E 57.614'

N0 ° 1

5' 1 4.8

9"W

0.0

N0 ° 1

4' 5 5.9

7"W

9.7

N89° 11' 12.00"E 57.624'

1"=10'F1 CIVIL SITE SURVEY PLAN

VA FORM 08 - 6231

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E

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B

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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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL SITE SURVEY PLAN

1030 WILSON AVENUE

APN: 013-172-01

VF101

STRUBLEPERKINS04/29/2022

010' 10' 20'5'

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

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.N.T.S.E7 REAR OF HOUSE

E7

VF101

N.T.S.F7 FRONT OF HOUSE

F7

VF101

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EX. GAS

EX. WATER

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EX. OVERHEAD POWER EX. OVERHEAD TELEPHONE

EX. SAN. SEWER

EX. OVERHEAD POWER

EX. OVERHEAD TELEPHONE

EX. GAS METERS

TO BE REMOVED

EX. WATER METER BOX TO BE

REPLACED WITH TRAFFIC RATED BOX

EX. WATER LATERAL

TO BE REMOVED

EX. FENCE

TO BE REMOVED

EX. CONCRETE DRIVEWAY

TO BE REMOVED

EX. CONCRETE SIDEWALK

TO BE REMOVED

EX. GAS LINE

TO BE REMOVED

EX. OVERHEARD POWERLINE

TO BE REMOVED

EX. SANITARY

SEWER LATERAL

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. TREE

TO BE REMOVED

EX. TREE

TO BE REMOVED

STUB AD CAP

GAS LINE AT

PROPERTY LINE

STUB AND CAP

SEWER LATERAL AT

PROPERTY LINE

EX. BUILDING

TO BE REMOVED

EX. FENCE

TO BE REMOVED

EX.CONCRETE CURB

TO BE REMOVED

EX

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EX.CONCRETE CURB

TO BE REMOVED

EX. SIDEWALK

TO BE REMOVED

EX. CONCRETE ALLEY

TO BE REMOVED

EX. OVERHEAD TELEPHONE LINE

TO BE REMOVED

EX. TREE

TO BE REMOVED

CONSTRUCT SAFETY SIGN

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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL DEMOLITION PLAN

1030 WILSON AVENUE

APN: 013-172-01

CD101

STRUBLEPERKINS04/29/2022

LEGEND

LIMITS OF CONSTRUCTION

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

SIDEWALK

EXISTING PROPOSED

CENTERLINE

SAW-CUT LINE

SLOPE AND FLOW DIRECTION

PROPERTY FENCING

CONSTRUCTION FENCING

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

EXISTING CONCRETE SIDEWALK REMOVAL

SAW-CUT LF

A.C. PAVEMENT REMOVAL SF

010' 10' 20'5'

EXISTING TREE REMOVAL

EXISTING CONCRETE DRIVEWAY REMOVAL SF

SF

EA

EXISTING WATER LINE LATERAL REMOVAL

REPLACE WATER METER BOX

EXISTING SEWER LATERAL REMOVAL

EXISTING GAS METER REMOVAL

EXISTING GAS LINE REMOVAL

EXISTING FENCE REMOVAL

EXISTING BUILDING REMOVAL

LF

LF

LF

LF

SF

EA

EA

2,710

1,305

DEMOLITION NOTE

SEE ARCHITECTURAL DEMOLITION AND ELECTRICAL DEMOLITION

SHEETS FOR ADDITIONAL INFORMATION ON BUILDING AND UTILITY

DEMOLITION.

EXISTING CONCRETE ALLEY REMOVAL SF134

CONTRACTOR NOTE

CONTRACTOR TO PROVIDE A MONTHLY CONSTRUCTION AND DEMO

WASTE REPORT (SPREADSHEET WILL BE PROVIDED) TO VA RENO

ENVIRONMENTAL PROTECTION, 775-7200 EXT 5850. (SIMILAR NOTE

FOR ALL DRAWING SETS)

EXISTING OVERHEAD POWER LINE REMOVAL LF125

EXISTING OVERHEAD TELEPHONE/COMM LINE REMOVAL LF250

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17.04'17.04'

9.00'

9.0 0'

16.75'

10.00' 5.00'

5.00'

9.05'

16.0'

16.0'

5.00'

4.00'

20.0'

STA:12+53.67

BEG. CONSTRUCTION

STA:5+22.88

BEG. CONSTRUCTION

STA:5+46.88

END CONSTRUCTION

STA:4+97.81

END CONSTRUCTION

10.90'

10.37'

4.50'

L1

L2

L3 C1 L4

L5

L7

L8

C3 L9

L1

L11 C4 L1

L13

L1

14.00'

2.50'

3.00'

47' DUV PARKING ZONE

PARALLEL PARK 2 DUV VEHICLES

4'

17.50'

L6

C5

10.00' R25.00'

L15C2

L1 6 L1

20.24'

4.59'

9.52'

6.58'

10.93'

9.00'

L18

L1

L2

L21

2.0'

STA:11+86.92

BEG. CONSTRUCTION

STA:11+75.39

BEG. CONSTRUCTION

STA:4+92.27

END CONSTRUCTION

STA:4+57.33

END CONSTRUCTION

CONSTRUCT SAFETY SIGN

70°

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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL SITE PLAN

1030 WILSON AVENUE

APN: 013-172-01

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.

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

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'

CONSTRUCTION FENCING

SAW-CUT LINE

/29

STA:12+53.67

BEG. CONSTRUCTION

STA:5+22.88

BEG. CONSTRUCTION

STA:5+46.88

END CONSTRUCTION

STA:4+97.81

END CONSTRUCTION

STA:11+86.92

BEG. CONSTRUCTION

STA:11+75.39

BEG. CONSTRUCTION

STA:4+92.27

END CONSTRUCTION

STA:4+57.33

END CONSTRUCTION

CONSTRUCT SAFETY SIGN

4471.99

TC

4471.74

TC

4471.74

TC

4471.46

TC

4470.19

TC

4472.12

TC

4472.45

TC

4471.21

TC

4470.41

TC

4470.57

TC

4470.41

TC

4470.99

TC

4470.57

TC

4471.27

TC

4471.53

TC

4470.73

EX SW

4471.32

EX SW

4470.80

EX TC

4471.24

EX TC

4471.36

TC

4470.88

TC

4470.35

TC

4470.66

EX SW

4470.77

EX SW

4470.21

EX GR

4472.23

TC

4471.96

TC

4471.70

TC

4471.43

TC

4471.20

TC

4470.93

TC

4470.67

TC

4470.40

TC

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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL GRADING PLAN

1030 WILSON AVENUE

APN: 013-172-01

CG101

STRUBLEPERKINS04/29/2022

010' 10' 20'5'

LEGEND

LIMITS OF CONSTRUCTION

BACK OF CURB

CONCRETE

SIDEWALK

EXISTING PROPOSED

SLOPE AND FLOW DIRECTION

CONSTRUCTION NOTES LEGEND

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

APPROXIMATE GRADING AND PAVING QUANTITIES

*CONTRACTOR TO FIELD VERIFY

QUANTITY UNITSDESCRIPTION

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

STREET LIGHT

STORM DRAIN INLET

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 TYPE 1A CONCRETE CURB PER DETAIL F7, SHEET CG501

CONSTRUCT 4" CONCRETE SIDEWALK PER DETAIL F1, SHEET CG501

CONSTRUCT UTILITY TRENCH PER DETAIL C7, SHEET CG501 & C6, SHEET CG504

FLOW LINE

CONSTRUCT CONSTRUCTION FENCING

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

CONSTRUCTION FENCING

CONSTRUCT BOLLARD POLE PER DETAIL F7, SHEET CG502

CONSTRUCT SCREEN WALL PER DETAIL B9, SHEET CG501

CONSTRUCT PEDESTRIAN DOOR - AMERISTAR EXODUS

CONSTRUCT VEHICLE SECURITY GATE - AMERISTAR PASSPORT COMMERCIAL INVINCIBLE

CONSTRUCT VEHICLE BARRIER GATE KEY PEDESTAL

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 CONCRETE - MATCH GRADE PER DETAIL C5, SHEET CG502

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

SEE DETAIL F10, SHEET CG502

ROLL GATE, 3-RAIL OR APPROVED EQUAL - SEE DETAIL D1, SHEET CG503

COMMERCIAL SINGLE SWING OR APPROVED EQUAL - SEE DETAIL C1, SHEET CG502

53 LF

2 EA

2 EA

138 LF

6 EA

6 LF

6,560 SF

187 LF

600 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

3' CONCRETE SWALE

BOLLARD POLE

SCREEN WALL

6' PEDESTRIAN GATE - AMERISTAR EXODUS

CONSTRUCT VEHICLE SECURITY GATE - AMERISTAR PASSPORT

CONSTRUCT VEHICLE BARRIER GATE KEY PEDESTAL

HEAVY DUTY ASPHALT PAVEMENT

COMMERCIAL INVINCIBLE ROLL GATE, 3-RAIL OR APPROVED EQUAL

COMMERCIAL SINGLE SWING OR APPROVED EQUAL

TYPE 2 P.C.C. MEDIAN CURB

P.C.C. DRIVEWAY APRON

1 EA

SAW-CUT LINE

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

CONSTRUCT DECORATIVE WROUGHT IRON FENCE PER DETAIL F8, SHEET CG503

CONSTRUCT TYPE 1 CONCRETE CURB PER DETAIL F7, SHEET CG501

158 LFTYPE 1 CONCRETE CURB

EARTHWORK FILL

-NET, UNADJUSTED 126 CY

CONSTRUCT 1" LIP P.C.C. CURB PER DETAIL C3, SHEET CG502

34 LF1" LIP P.C.C. CURB

21 CONSTRUCT P.C.C. ALLEY PER DETAIL F1 & F4, SHEET CG502

134 SFP.C.C. ALLEY

CONSTRUCT SAFETY SIGN PER DETAIL F4, SHEET CG50122

197 LF

8' DECORATIVE WROUGHT IRON FENCE

AMERISTAR MONTAGE CLASSIC OR APPROVED EQUAL

23 CONSTRUCT STREETLIGHT FOUNDATION, SEE SHEET CU101 AND DETAIL C4, SHEET CG504

- CONTRACTOR TO REMOVE AT COMPLETION OF PROJECT

- CONTRACTOR TO REMOVE AT COMPLETION OF PROJECT

TOPOGRAPHY CONTOUR MAJOR (5')

TOPOGRAPHY CONTOUR MINOR (1')

- CONTRACTOR TO REMOVE AT COMPLETION OF PROJECT

/29

1"=20'F1 STORMWATER PROTECTION PLAN

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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

STORMWATER PROTECTION PLAN

1030 WILSON AVENUE

APN: 013-172-01

CG102

STRUBLEPERKINS04/29/2022

020' 20' 40'10'

CONSTRUCTION NOTES LEGEND

APPROXIMATE SWPPP 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 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. CONTRACTOR TO COORDINATE WITH CITY OF RENO

FOR ANY ADDITIONAL BMP REQUIREMENTS.

CONSTRUCT GRAVEL BAG PROTECTION PER DETAIL C9, SHEET CG502

6 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

/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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL GRADING DETAILS 1

1030 WILSON AVENUE

APN: 013-172-01

CG501

STRUBLEPERKINS04/29/2022

NOT TO SCALEB9

1"

8'

MI

NI

MU

M

8" CMU WALL, FULLY GROUTED,

INTEGRAL COLOR.

4'-0" MAX.

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

NOT TO SCALE VA STD. SD010000-01F4

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

" M

IN

" M

IN

3X #4 BARS, CONTINUOUS

3" FROM BOTTOM AND SIDES OF

FOOTING AND SPACED EQUALLY

#5 BAR, 16" ON CENTER, ALTERNATE

TURN DIRECTION AT BOTTOM OF FOOTING

2X #4 BARS, CONTINUOUS

30" MINIMUM

2" ASH FORK, OR APPROVED EQUAL,

SLOPED TOP STONE CAP,

GROUT TO WALL

9' MIN.

REGULAR SPACES

.04

' M

IN

TY

PE

CU

RB

GU

TT

ER

/W

HE

EL

S

TO

P

PE

R

DE

TA

IL

F7 , T

HI

S

SH

EE

T

4" PAINTED PARKING STALL

LINES

9' MIN.

9' MIN.

9' MIN.

TY

PE

CU

RB

W

HE

EL

S

TO

P

PE

R

DE

TA

IL

C1

, T

HI

S

SH

EE

T

6" 4'-0"

10'-0"TO TOP O

F LIGHT

4" ROUND STEEL POLE

7'-0"

SECURITY CAMERA WHERE

SHOWN ON PLANS

POST-MOUNT LED

LIGHT FIXTURE WHERE

SHOWN ON PLANS

CONCRETE FOUNDATION

SEE DETAIL C4, SHEET

CG504

GRADE

12 6

WEATHER-PROOF

MOUNTING BOX

UNDERGROUND CONDUIT -

COORDINATE WITH

ELECTRICAL

GOOSENECK PEDESTAL

ANCHOR BOLTS -

COORDINATE W/ PEDESTAL

MANUFACTURER

CONCRETE CURB -

SEE CIVIL PLANS

12" SQUARE X 30"

DEEP CONCRETE

FOUNDATION

UNDERGROUND CONDUIT -

COORDINATE WITH ELECTRICAL

12"

6"

4'-0"

10'-0"

7'-0"

30"

12" 6"

3'-6"

12"

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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL GRADING DETAILS 2

1030 WILSON AVENUE

APN: 013-172-01

CG502

STRUBLEPERKINS04/29/2022

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

LOCKING BAR SECTION A-A

A A

NOT TO SCALEF7

SECTION A-A

NOT TO SCALEC3

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

A A

SECTION A-A

PLAN

PLAN

SECTION A-A

PCC PAVEMENT EDGE AT ASPHALT PAVEMENT

A A

NOT TO SCALEF4NOT TO SCALEF1

NOT TO SCALEC1

NOT TO SCALEF9 NOT TO SCALEF10

/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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL GRADING DETAILS 3

1030 WILSON AVENUE

APN: 013-172-01

CG503

STRUBLEPERKINS04/29/2022

NOT TO SCALED1

NOT TO SCALEB4 NOT TO SCALEB6

A.C.

PAVEMENT

DETAIL A7, CG501

24" CONCRETE

CURB & GUTTER

DETAIL F7, CG501

LANDSCAPE

ROCK

EXISTING GROUND

SCREEN WALL

DETAILB9, CG501

A.C.

PAVEMENT

DETAIL A7, CG501

6" CONCRETE

CURB

DETAIL C1, CG501

LANDSCAPE

ROCK

EXISTING GROUND

2.5' MIN.

SEE SHEET CS101

2' MIN.

SEE SHEET CS101

NOT TO SCALEF1

ATTACH TO WALL WITH

TAMPER-PROOF MASONRY ANCHORS -

COORDINATE WITH MANUFACTURER'S

INSTALLATION FOR QUANTITY

AND LOCATION

SE

E

MA

NU

FA

CT

UR

ER

'S

IN

ST

AL

LA

TI

ON

S

(3 6"

IF

N

ON

E

PR

OV

ID

ED

ELECTRICAL ENCLOSURE,

CHARGING PORT

7'- 0"

A

BO

VE

G

RA

DE

SECURITY CAMERA

PROVIDE CONDUIT AND WALL BRACKETS

AS REQUIRED TO ROUTE ELECTRICAL

AND DATA

8' 3.0

0'

PERIMETER FENCE

SEE DETAIL F8, THIS SHEET

F8 NOT TO SCALE

12" SQUARE

8"

2 1 /2"

12" SQUARE

2 1 /2"

2'- 2 1

/2"

2'- 8 1

/2"

2'- 9"

8" SQUARE

NOT TO SCALEF4

R5-1 30"x30"

NOT TO SCALE

PLAN

A A

SECTION A-A

TRAFFIC RATED PULL BOX MINIMUM DIMENSION TABLE

NOT TO SCALEC8

RESTRICTION SIGN

24"x30"

GOVT

PARKING

ONLY

NOT TO SCALE

Uniform Zinc Coating (Hot Dip Galvanized)

Base Material

Uniform Zinc Coating (Hot Dip Galvanized)

Zinc Phosphate & Conversion Coating

Epoxy base coat

4" [44.5mm]

4" [44.5mm]

OPTIONAL 45° SWIVEL BRACKET

PANEL BRACKET

Specially designed two -point connection ensures fixity of rail ends for increased strength.

INTERNAL RETAINING ROD

Variable pitch connection system for ease of installation, high angle bias ability and elimination of unsightly external fasteners.

FORERUNNER RAIL

Double-walled "U"-Channel Specially formed high strength architectural shape.

TM

FORERUNNER RAILTM

"No-Mar" Polyester Powder finish coat

8' [2438.4mm] O.C. Nom.

Varies with

Height 8' [2438.4mm]

1.50' Min.

Footing depth

2" [50.8mm] Nom

4" Typ.

8"

16"

Bracket Options

13 4" [44.5mm] FORERUNNER Rail (See Cross- Section Below)

1" [25.4mm] x 14ga. Picket

TM

Post size varies with Height (See AEGIS II Post-Sizing chart)TM 1

NOTES:

1.) Post size depends on fence height and wind loads.

See AEGIS II post sizing chart.

2.) Panels also available for 6' on center post spacing 3.) Additional heights available on request 4.) Third rail optional.

TM

Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.

GATE OPENING

6' THROUGH 32'

FENCE LINE

LATCHING POST

LATCH

ROLLER GUIDE POST

ROLLER GUIDE POST

FENCE LINE

V-TRACK

DETAIL B

GA

TE

HE

IG

HT

S

4', 5'

, 6 ', 7

', 8

DETAIL A

DETAIL C

PassPort Commercial Ornamental Roll Gate OR Approved Equal

Ornamental Pickets: 34" Square Top Rail(s), Uprights and Diagonals Braces: 2"Square

Bottom Rail: 2" x 4" (Notched & Plated for V-track Wheels) Roll Gate Hardware : Kit #PGKOD

Available in Profiles of 2-Rail, 3-Rail, & 3-Rail w/Rings

R

1/4" [6.75mm]

SAFETY

SHIELD

ISO VIEW ISO VIEW

DETAIL A DETAIL B

TOP VIEWSIDE VIEW

DETAIL C

/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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL GRADING DETAILS 4

1030 WILSON AVENUE

APN: 013-172-01

CG504

STRUBLEPERKINS04/29/2022

NOT TO SCALEC8

PLAN

A A

SECTION A-A

PULL BOX MINIMUM DIMENSION TABLE

NOT TO SCALE

MIN

6"

MI

N

EXIST GRADE

C6

TAMPED BACKFILL

3"

MIN

SEE SHEET CU101 FOR

NUMBER AND SIZE OF CONDUITS.

CONDUIT CENTERED IN TRENCH

WHEN SINGLE CONDUIT.

4" ROUND STEEL POLE

PVC CONDUIT ADAPTER

COUPLING

PVC CONDUIT

RIGID STEEL CONDUIT

FINISHED GRADE

1"

2'- 0"

M

IN

UNDISTURBED SOIL OR SELECT

BACKFILL COMPACTED.

UTILITY CONCRETE PER VA

SPECIFICATIONS

4' 6"

12"

NOT TO SCALEC4

/29

TYP.

CONSTRUCT SAFETY SIGN

1"=10'F1 CIVIL UTILITY AND SIGNAGE 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-A

975 Kirman Ave, Reno, NV 89502

CONVERT PROCURED RESIDENTIAL

LOTS TO SURFACE LEVEL

ASPHALT PAVED PARKING

CIVIL UTILITY AND SIGNAGE PLAN

1030 WILSON AVENUE

APN: 013-172-01

CU101

STRUBLEPERKINS04/29/2022

010' 10' 20'5'

LEGEND

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK NOT ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT BUILDING

CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO

UNIFORM PLUMBING CODE & NFPA 24, LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS

APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO NEW AND EXISTING BUILDING DRAIN LINES AND

ALL NECESSARY FITTINGS.

7. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED AND APPROVED FOR FIRE

SERVICE.

8. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS SHALL BE

BROUGHT TO ATTENTION OF THE C.O.R. AND RESOLVED PRIOR TO BEGINNING OF WORK.

9. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND SUBMIT THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE

WITH NFPA 24.

UTILITY NOTES

1. ALL ELECTRICAL CONDUIT SHOWN IS FOR REFERENCE ONLY. PLEASE SEE ELECTRICAL PLAN E101 FOR

DETAILED INFORMATION.

ELECTRICAL NOTES:

APPLICABLE NOTES FROM THE CURRENT IN-PLACE REQUIREMENTS FOR

DEPARTMENT OF VETERANS AFFAIRS FACILITIES: "SITE DEVELOPMENT DESIGN

MANUAL - FEBRUARY 2013"

5.2 GENERAL UTILITY DESIGN REQUIREMENTS

5.2.1 CLEARANCES AND CROSSINGS

THE A/E SHALL DESIGN THE SITE WITH THE FEWEST CROSSINGS OF UTILITIES POSSIBLE. THE A/E SHALL CONSIDER THE FOLLOWING

ORDER OF PRIORITY FOR UNDERGROUND FACILITIES:

● SANITARY SEWER

● STORM SEWER

● WATER MAIN

● OTHER UTILITIES

5.2.6 MINIMUM DEPTH OF COVER

INDICATE BY NOTES ON DRAWINGS OR DETAIL SECTION, THE MINIMUM DEPTH OF COVER REQUIRED OVER EACH SPECIFIC UTILITY SYSTEM. ALL BURIED UTILITIES SHALL HAVE UNDERGROUND DETECTABLE WARNING TAPE INSTALLED IN THE TRENCH.

● MINIMUM COVER FOR STORM SEWER LINES SHALL BE AT LEAST 2’-0” (600 MM) FROM FINISH GRADES.

● TOP OF POTABLE WATER, CHILLED WATER, FUEL AND APPURTENANCES SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST

PENETRATION.

● THE MINIMUM DEPTH OF SANITARY SEWER LINES AT THE TERMINUS POINT SHALL BE 4’-0” (1200MM). WHERE PRACTICAL, TOP OF SEWERS SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION. WHERE SUCH DEPTH BELOW IS NOT PRACTICAL, PROVIDE FREEZE PROTECTION AND/OR SUPPORTING FOUNDATIONS TO A DEPTH BELOW THE FROST LINE AND SECURELY

FASTEN SEWER TO FOUNDATION.

5.2.7 UTILITIES DISTRIBUTION TYPE

THE UTILITY DISTRIBUTION TYPE SHALL BE DETERMINED ON A PROJECT BY PROJECT BASIS. THE A/E MUST CONSIDER THE EXISTING SITE

CONDITIONS AND BUDGET WHEN DECIDING WHAT TYPE TO USE.

5.2.7.1 TRENCHES: GENERALLY, DO NOT INSTALL MORE THAN ONE UTILITY SYSTEM IN THE SAME TRENCH. HOWEVER, DUE TO SITE CONSTRAINTS AND VALUE ENGINEERING CONCEPTS, MULTIPLE UTILITIES IN THE SAME TRENCH WILL BE EVALUATED BY THE GOVERNMENT ON A PER CASE BASIS. PRIOR TO APPROVING ANY MULTIPLE LINE TRENCH, THE A/E SHALL DOCUMENT THAT THE USE OF THE MULTIPLE LINE TRENCH WILL NOT NEGATIVELY IMPACT THE UTILITY SYSTEM, ADEQUATE CLEARANCES ARE PROVIDED FOR THE OPERATION AND MAINTENANCE OF THE SYSTEMS, AND THAT THE JOINT TRENCH WILL NOT POSE ANY CONTRACTIBILITY CONSTRAINTS.

THERE MUST BE A MINIMUM OF 12” (300 MM) BETWEEN THE OUTSIDE DIAMETERS OF ALL PIPES TO OBTAIN THE REQUIRED COMPACTION.

5.2.8 HORIZONTAL CLEARANCE

THE HORIZONTAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE.

5.2.8.1 WATER AND SANITARY SEWER:

MAINTAIN A HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND GRAVITY FLOW SANITARY SEWER/SANITARY SEWER FORCE MAINS OF AT LEAST 10 FEET (3M). THE HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND SANITARY SEWER MAINS MAY BE REDUCED TO 6’-0” (1800 MM) WHEN: LOCAL CONDITIONS PREVENT A HORIZONTAL CLEARANCE OF 10’-0” (3 M), THE WATER MAIN INVERT IS A MINIMUM OF 18” (450 MM) ABOVE THE CROWN OF THE SEWER, AND THE WATER MAIN IS IN A TRENCH, SEPARATED BY UNDISTURBED SOIL. WHEN THE SPECIFIED HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MAIN SHALL BE CONSTRUCTED WITH MECHANICAL JOINT DUCTILE IRON PIPE PER SPECIFICATION 33 10 00 – WATER UTILITIES, AND THE SANITARY SEWER SHALL BE CONSTRUCTED WITH MECHANICAL JOINT PRESSURE RATED DUCTILE IRON PIPE PER SPECIFICATION 33 30 00 – SANITARY SEWAGE UTILITIES. HORIZONTAL CLEARANCES SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL

QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER MAINS AND SYSTEMS.

5.2.8.2 WATER AND CHILLED WATER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 6’-0” (1800MM) BETWEEN POTABLE WATER MAINS AND RECLAIMED/REUSE AND

CHILLED WATER MAINS.

5.2.8.3 WATER AND STORM SEWER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 5’-0” (1500MM) BETWEEN POTABLE WATER MAINS AND STORM SEWERS.

5.2.8.4 DUCT BANKS AND PIPED UTILITIES:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 3’-0” (900 MM) BETWEEN DUCT BANKS AND PIPED UTILITIES.

5.2.9 VERTICAL CLEARANCE

THE VERTICAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE. FOR INSULATED PIPING, THE CLEARANCE SHALL BE MEASURED TO THE OUTSIDE OF THE INSULATION. AT UTILITY CROSSINGS WHERE ADEQUATE COMPACTION OF THE BEDDING MATERIAL CANNOT BE OBTAINED, USE FLOWABLE FILL IN THE ZONES WERE COMPACTION IS

IMPOSSIBLE OR IMPRACTICAL.

● MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1’-0” (300 MM) BETWEEN ALL UTILITIES AT CROSSINGS UNLESS

OTHERWISE SPECIFIED BELOW.

● AT CROSSINGS OF POTABLE WATER MAINS AND SANITARY SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE WATER MAIN CROSSES ABOVE THE OTHER UTILITY, THE MINIMUM VERTICAL SEPARATION SHALL BE 18” (450 MM), OR AS REQUIRED BY THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER, WHICHEVER IS GREATER.

● WHERE 18” (450 MM) CANNOT BE MAINTAINED OR WHERE POTABLE WATER LINES CROSS UNDER GRAVITY SEWERS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, ADDITIONAL PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE AGENCY GOVERNING THE FACILITY OF POTABLE WATER. ADDITIONAL PROTECTION SHALL CONSIST OF CONSTRUCTING BOTH PIPING SYSTEMS WITH DUCTILE IRON PIPE WITH RESTRAINED MECHANICAL JOINTS OR USE OF CONCRETE ENCASEMENT. THE ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM DISTANCE OF 10’-0” (3 M) OUTSIDE THE LIMITS OF THE CROSSING.

● SANITARY SEWER FORCE MAINS SHALL ONLY CROSS UNDER POTABLE WATER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18” (450 MM). WHEN THE VERTICAL CLEARANCE BETWEEN THE POTABLE WATER MAIN AND THE FORCE MAIN IS LESS THAN 18” (450 MM), BOTH THE WATER MAIN AND THE FORCE MAIN SHALL BE CONSTRUCTED WITH RESTRAINED MECHANICAL JOINT DUCTILE IRON PIPE AS

INDICATED ABOVE FOR ADDITIONAL PROTECTION.

● THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES SHALL BE 2’-0” (300 MM) AND THE MINIMUM

VERTICAL CLEARANCE SHALL BE 18” (450 MM).

● THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL BE AT LEAST 18” (450 MM).