Attachment 1E - 05_570-221 - General and Civil Plans - Dwg 5.pdf

PDF 3 MB Posted Sep 21, 2022

Attached to: Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC
Solicitation number: 36C77622B0059
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 27, 2023

This set of construction documents includes plans and details for accessibility improvements at a Veterans Affairs medical center. The drawings show proposed work for parking expansion, curb ramps, sidewalks, and site furnishings to comply with accessibility standards. Notable project elements include truncated dome detectable warning surfaces; concrete curb, gutter and sidewalk construction; curb ramp layouts and details; and site drainage. Reinforcing notes specify requirements for concrete strength, jointing, subbase and finishing. Fencing details provide specifications for masonry columns, pilasters and a precast concrete design. Additional details cover signage, bollards and light pole foundations. The related federal contract opportunity is a solicitation issued by the VA Technology Acquisition Center seeking bids for the minor construction work to improve parking and accessibility at the Clovis VAMC as depicted in the plans.

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Attachment 1D - 04_570-221 - General and Civil Plans - Dwg 4.pdf	PDF	Sep 21, 2022
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Attachment 1B - 02_570-221 - General and Civil Plans - Dwg 2.pdf	PDF	Sep 21, 2022
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tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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90° POINTS0.045" HIGH

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0.625" HOLETHROUGH EMBEDMENT FLANGES (3 PER FLANGE)

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INTERNAL EMBEDMENT FLANGE 7 PER TILE

AutoCAD SHX Text 0.1875" x0.0625" DEEP DOME UNDERSIDE OF TILE

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SECTION B-B

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SECTION A-A

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DETAIL

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PLAN - TILE

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REFLECTED PLAN - TILE

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90° POINTS0.045" HIGH

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SPACING C/C

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SPACING C/C

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SPACING C/C

AutoCAD SHX Text DETECTABLE WARNING NOTES: 1. THE DETECTABLE WARNING STRIP MUST COVER THE THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE WIDTH OF THE RAMP AND SIDEWALK OPENING, EXCLUDING THE WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION OF TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE DEFINED BY THE CHORD DRAWN BETWEEN THE LEADING EDGES OF THE RAMP OPENING. 2. DETECTABLE WARNING SURFACE MATERIALS SHALL BE DETECTABLE WARNING SURFACE MATERIALS SHALL BE WET SET TYPE AND CALTRANS APPROVED PRODUCT.

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NOTE: FIELD LEVEL DOME COVERAGE = 41 POINTS PER SQUARE INCH

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INTERNAL EMBEDMENT FLANGE @ 3" C/C (SEE PLAN FOR ORIENTATION)

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0.625" HOLEEMBEDMENT FLANGES AS SHOWN IN PLAN

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TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

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0.625" HOLE THROUGHEMBEDMENT FLANGES (3 PER FLANGE) AS SHOWN ON REFLECTED PLAN

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INTERNAL EMBEDMENT FLANGE @ 3" C/C (SEE PLAN FOR ORIENTATION)

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SEE DETAIL RIGHT

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ADJACENT PAVEMENT

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ADJACENT PAVEMENT

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3,000 PSI CONCRETE

AutoCAD SHX Text 5" NOM. SCH 40OR 8" NOM. SCH 80 (TYP) 316 STAINLESS STEEL POLISHED NO. 4 FINISH STEEL FILL WITH CONCRETE

AutoCAD SHX Text SLOPE CONCRETE AT 5% AWAY FROM POST. FINISH CONCRETE WITH TROWEL TO PROVIDE A REGULAR SMOOTH SURFACE.

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DOMED CAP STAINLESS STEEL

AutoCAD SHX Text NOTES: 1. PROVIDE FILL AS REQUIRED PROVIDE FILL AS REQUIRED 2. CUT SECTION IS SIMILAR TO FILL SECTION SHOWN CUT SECTION IS SIMILAR TO FILL SECTION SHOWN 3. GRADE EXISTING ROAD TO ALL NEW WORK TO GRADE EXISTING ROAD TO ALL NEW WORK TO PROVIDE A SMOOTH TRANSITION

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MAX 5%%% SLOPE

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EDGE OF PAVE/ SIDEWALK

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MAX 2% CROSS SLOPE

AutoCAD SHX Text NOTE: RETURNED CURBS ON CURB RAMP SHALL BE ORIENTED IN THE DIRECTION OF PEDESTRIAN TRAFFIC.

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TRUNCATED DOMES DETECTABLE WARNING SURFACE

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6" VERTICAL CURB

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FLUSH CURB

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6" VERTICAL CURB

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VERTICAL CURB (HEIGHT VARIES) (SEE NOTE BELOW)

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TOP OF CURB FLUSH WITH WALK

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12" WIDE CURB RAMP GROOVES

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WALK

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TOP OF CURB FLUSH WITH WALK

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MAX 2.0%

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1:12 MAX

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VERTICAL CURB HEIGHT 0"

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FACE OF CURB

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CURB TRANSITION

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(E)FLUSH CURB

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(E)VERTICAL CURB HEIGHT 6"

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TRUNCATED DOMES DETECTABLE WARNING STRIP

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VERTICAL CURB HEIGHT 0"

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VERTICAL CURB HEIGHT 6"

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CURB TRANSITION

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12" WIDE CURB RAMP GROOVES

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5' MIN.

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CONTROL JOINT

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CONTROL JOINT

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MINIMUM LANDING 5'X5'

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CIVIL DETAILS

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CONCRETE CURB AND TERMINAL SECTION

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NOT TO SCALE

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TRUNCATED DOME TACTILE - WARNING STRIP

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BOLLARD

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NOT TO SCALE

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AutoCAD SHX Text NOTES: 1. ALL CONCRETE CURBS AND TRANSITIONS, ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 2. MAXIMUM SPACING ON SCORED JOINTS MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'. 3. 1/2" THICK EXPANSION JOINTS SHALL BE 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60' INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4. CONCRETE SHALL BE FINISHED WITH A CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB AND GUTTER. 5. SINGLE CURB MAY BE CONSTRUCTED BY SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE SLIP FORMED. 6. ALL EXPOSED EDGES AND HAND TOOLED ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS UNLESS A LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS.

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6 TO 1 (MAX.)

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TOP OF

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CURB

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BITUMINOUS

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JOINT

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FILLER

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WITH

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SEALER ON

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TOP

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%%UCONCRETE CURB TERMINAL

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%%USECTION

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6" MIN.

AutoCAD SHX Text [152mm]

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PAVEMENT

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SURFACE

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DESIGN END OF CURB

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SCALE:

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PAVEMENT, SIDEWALK, AND NEW WORK

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NOT TO SCALE

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TYPICAL GRADING AT EDGE OF

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SCALE:

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CURB RAMP DETAIL

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NOT TO SCALE

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SCALE:

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CURB RAMP DETAIL

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NOT TO SCALE

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AutoCAD SHX Text Dwg. of 36

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

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INITIAL

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DATE

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NO.

AutoCAD SHX Text NOTE: DETAIL PROVIDED IS ILLUSTRATIVE OF TRUNCATED DOMES. CONTRACTOR TO PROVIDE MATERIAL FROM APPROVED MANUFACTURER PER CITY REQUIREMENTS.

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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* SUITABLE MATERIAL

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COMPACTION

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SPD

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MIN

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MIN 95%

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6" MIN

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AutoCAD SHX Text Do+4'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text NOTE: IF UNSUITABLE MATERIAL IS FOUND, UNDERCUT AS DIRECTED AND IF UNSUITABLE MATERIAL IS FOUND, UNDERCUT AS DIRECTED AND BACKFILL WITH SUITABLE MATERIAL TO BOTTOM OF BEDDING ELEVATION. (UNLESS OTHERWISE SPECIFIED). STEP 4: LAY PIPE ON APPROPRIATE BEDDING. STEP 5: PLACE SUBBASE STONE, LIFTS 4" THICK, ADJACENT TO THE LOWER HAUNCHES TO A HEIGHT OF 12" ABOVE TOP OF PIPE. COMPACT TO 95" SPD.

AutoCAD SHX Text = MATERIAL CONTAINING NO DEBRIS, ORGANIC MATTER, FROZEN MATERIAL OR LARGE STONES WITH A DIAMETER GREATER THAN ONE-HALF THE THICKNESS OF THE COMPACTED LAYERS BEING PLACED.

AutoCAD SHX Text STEP 1 : REMOVE TOPSOIL (COMPRESSIBLE LAYER OF ORGANIC MATERIAL) TO A WIDTH EQUAL TO 5 OUTSIDE DIAMETERS OF THE PIPE IN ALL FILL CONDITIONS ABOVE (A), (B) & (C). ALSO IF SPECIFIED ON THE CONTRACT DRAWING, UNDERCUT FOR THE DEPTH BELOW THE BEDDING AS SHOWN BY DESIGN (MAKE MIN WIDTH 5 DIAMETERS OF PIPE). STEP 2 : CONSTRUCT THE EMBANKMENT TO 4'-0" ABOVE THE TOP OF PIPE OR TO THE SUBGRADE ELEVATION, WHICHEVER IS LESS. STEP 3 : EXCAVATE THE TRENCH TO THE WIDTH OF THE OUTSIDE DIAMETER OF THE PIPE BARREL PLUS 4'-0" AND CREATE AN APPROPRIATE BEDDING 6" DEEP.

AutoCAD SHX Text PIPE INSTALLATION PROCEDURES CONSTRUCTION DETAILS BELOW COVER THE FOLLOWING CONDITIONS: (A) PIPE LYING ON TOP OF THE NATURAL GROUND, ROCK OR COMPACTED (97% SPD) FILL. (B) THE EXISTING GROUND IS BETWEEN THE TOP AND THE BOTTOM OF THE THE EXISTING GROUND IS BETWEEN THE TOP AND THE BOTTOM OF THE PROPOSED PIPE AND THE PIPE IS TO BE COVERED WITH EARTH FILL. (C) THE TOP OF PIPE IS BELOW THE LEVEL OF THE NATURAL GROUND OR THE TOP OF PIPE IS BELOW THE LEVEL OF THE NATURAL GROUND OR COMPACTED FILL (TO MINIMUM 97% SPD) AND TO BE COVERED WITH EARTH FILL TO HEIGHTS ABOVE THE NATURAL GROUND.

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BEDDING AND INITIAL BACKFILL SAND OR FINE GRAVEL

AutoCAD SHX Text USE TYPE 2 CALTRANS CLASS 2 AGGREGATE BASE, 1-1/2" MAX BENEATH PAVEMENT. USE SUITABLE MATERIAL UNDER NON PAVED AREAS

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ALTERNATE SLOPE

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NATURAL GROUND (OR TOP OF COMPACTED FILL)

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. 3/8" JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL 3/8" JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. 5. SCORED JOINTS SHALL BE SAWCUT AND PLACED AT THE SPACING INDICATED FOR THE SCORED JOINTS SHALL BE SAWCUT AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND BROOMED CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH. 8. PROVIDE 2" EDGED TROWEL FINISH AROUND EACH FLAG. PROVIDE 2" EDGED TROWEL FINISH AROUND EACH FLAG. 9. SIDE WALK SLOPE TO BE LESS THAN 5% WITH A MAXIMUM CROSS SLOPE OF 2% SIDE WALK SLOPE TO BE LESS THAN 5% WITH A MAXIMUM CROSS SLOPE OF 2% 10. ALL CONCRETE SHALL BE COLORED WITH ADDITIVE DAVIS COLOR "PEBBLE", OR APPROVED ALL CONCRETE SHALL BE COLORED WITH ADDITIVE DAVIS COLOR "PEBBLE", OR APPROVED EQUAL.

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TOP OF CURB

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EXPANSION JOINT MATERIAL

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1% MIN. 2% MAX.

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

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PLAN

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1" DEEP CONTRACTION JOINT

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1/4" R. (TYP.) FORMED JOINTS ONLY

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#4 REBAR AT 12" EW

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1/4" SAWCUT SCORED JOINTS

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SIDEWALK TO BE BROOM FINISHED

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CLASS "B" CONCRETE

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1"-0" CLASS 2 AGGREGATE BASE

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38"EXPANSION JOINT (EJ) WITH TOOLED EDGE

AutoCAD SHX Text NOTE: WHERE CONCRETE PAVING INTERFACES WITH BUILDING ACCESS, DOWEL SLAB INTO FOUNDATION AT 36" O.C. REFER TO GEOTECH REPORT

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BLDG OR STRUCTURE

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12" X 24" STEEL DOWEL 8 SLEEVE, 36" O.C.

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38"EXPANSION JOINT (EJ) WITH TOOLED EDGE

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SEALANT ON TOP

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EXPANSION MATERIAL W/ SEALANT ON TOP

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CG-504

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CIVIL DETAILS

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SCALE:

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PIPE INSTALLATION PROCEDURES

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NOT TO SCALE

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CG-504

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SCALE:

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CONCRETE SIDEWALK

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NOT TO SCALE

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CG-504

AutoCAD SHX Text NOTES: 1. ALL PIPE AND FITTING SHOWN VARY IN SIZE. MATCH EXISTING. ALL PIPE AND FITTING SHOWN VARY IN SIZE. MATCH EXISTING. 2. HARDWARE AND STRAP TO BE STAINLESS STEEL. HARDWARE AND STRAP TO BE STAINLESS STEEL. 3. PROVIDE CONCRETE THRUST BLOCK ON PLUG.PROVIDE CONCRETE THRUST BLOCK ON PLUG.

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SECTION A-A

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SOCKET CLAMP WITH SOCKET CLAMP WASHERS (TYP.)

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34" THREADED STEEL ROD WITH NUTS & LOCK WASHERS (TYP) (LENGTH AS REQUIRED)

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PLUG ANCHOR STRAP 34" X O.D.13 O.D.

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MECHANICAL JOINT RESTRAINT

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SCALE:

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DEAD END TEE WATER PIPE

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NOT TO SCALE

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MECHANICAL RESTRAINT FOR

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CG-504

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MECHANICAL JOINT PLUG

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SET DOWEL INTO EXISTING CONCRETE WITH GROUT OR EPOXY

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3/4" DIA. 12" LONG DOWEL @ 12" O.C.

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EXISTING CONCRETE

AutoCAD SHX Text 6"

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PROPOSED CONCRETE

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SCALE:

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TO EXISTING SIDEWALKS

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NOT TO SCALE

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SIDEWALK CONNECTION

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CG-504

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

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INITIAL

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DATE

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NO.

NOTE: ACCEPTABLE FOR ON-SITE SIDEWALK, BUT ALL SIDEWALK WITHIN THE PUBLIC ROW SHALL COMPLY WITH STD. DWG. ST-5.

3" THICK CONCRETE CAP WITH

CHIZELED EDGE - 1" OVERHANG ALL

SIDES - MEDIUM

TAN TO MATCH BLOCK

12" CMU RETAINING WALL BLOCK

TOP 5 COURSES CONTINUOUS

WITH SHOT BLAST FINISH BOTH

SIDES-MEDIUM TAN.

12" CMU RETAINING WALL BLOCK

BOTTOM 9 COURSES CONTINUOUS WITH

SPLIT FACE FINISH BOTH SIDES-MEDIUM

TAN.

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

COLUMN CAP - 18" X 18 X 3" THICK - MEDIUM TAN

Column Banding Notes

Top 5 courses of column block to have shotblast finish - medium tan

Bottom 7 courses of column block to have split face finish - medium tan

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TYPICAL CMU FENCE SECTION

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#5@12" (TYP)

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(4)#5 BARS

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TYPICAL PILASTER DETAIL

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TYPICAL CMU COMBINED FENCE ELEVATION

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ADJOINER SIDE

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SITE SIDE

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PROPERTY LINE

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NOTE: PILASTERS SPACED 20'-0" O.C. SEE CMU FENCE LAYOUT PLAN, DWG CP-110

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AutoCAD SHX Text J.S.D.

AutoCAD SHX Text J.K.

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CG-505

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CIVIL DETAILS

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

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INITIAL

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DATE

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NO.

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ELEVATION

AutoCAD SHX Text 7'-11"

AutoCAD SHX Text 8'-0 "12"

AutoCAD SHX Text 7'-11"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 3"

AutoCAD SHX Text

CAP STONE

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16" X 16" BLOCK COLUMN

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3"SQ. FENCE POST

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STEEL FENCE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

FENCE POST CONCRETE FOOTER 12 MIN 36"

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8'H FENCE (TYP)

AutoCAD SHX Text

6" AGGREGATE BASE COURSE (TYP.)

AutoCAD SHX Text

24X24X24" CONCRETE COLUMN FOOTER

AutoCAD SHX Text 36"

AutoCAD SHX Text 2'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FRONT FENCE ARMSTRONG ROAD AND HERNDON AVENUE

AutoCAD SHX Text 1/4" = 1'

AutoCAD SHX Text

CG-505

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SCALE:

AutoCAD SHX Text

SIDE AND READ PRECAST CONCRETE FENCE

AutoCAD SHX Text 3/8" = 1'

AutoCAD SHX Text

CG-505

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PLAN

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CAP STONE

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PROPERTY LINE

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PROPERTY LINE

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16" X 16" BLOCK COLUMN

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3"W FENCE POST

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8'H FENCE (TYP)

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2' X2' COLUMN FOOTING

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COLUMN FOOTER 2" FROM PROPERTY LINE

AutoCAD SHX Text

CL OF FENCE 12" FROM PROPERTY LINE

COLUMN NOTES:

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

AutoCAD SHX Text

LIGHT POLE AND EMERGENCY CALL BOX, SEE ELEC. SHEET

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ELEVATION

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PLAN VIEW

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REINF. PER SCHED.

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SPIRAL W/ 6" PITCH. DO NOT SPLICE

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PROVIDE 1 1/2" SPIRAL TURNS ON TOP & BOT.

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SLOPE CONCRETE AT 2% AWAY FROM POLE

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AutoCAD SHX Text J.S.D.

AutoCAD SHX Text J.K.

AutoCAD SHX Text

CG-506

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CIVIL DETAILS

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FOOTING SCHEDULE

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POLE HEIGHT 'H'

AutoCAD SHX Text

FTG DEPTH 'D'

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FTG DIAMETER 'B'

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REINFORCING

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VERTICAL

AutoCAD SHX Text

SPIRAL

AutoCAD SHX Text H <= 17'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 8 - #4

AutoCAD SHX Text #3

AutoCAD SHX Text 17'-0" < H < 26'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 10 - #8

AutoCAD SHX Text #4

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SCALE:

AutoCAD SHX Text

LIGHT POLE FOOTING

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CG-506

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NOTES: COORDINATE CONSTRUCTION OF LIGHT POLE FOOTING WITH ELECTRICAL CONTRACTOR.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

AutoCAD SHX Text

2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

AutoCAD SHX Text

STAMP

AutoCAD SHX Text

INITIAL

AutoCAD SHX Text

DATE

NO.

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

PLAN VIEW1

GS1025-1R

A = CLEAR OPENING B = POST SPACING C/C

GS1025-2

ELEVATION

GS1025-1R

NOMINAL GATE SIZE

15'w x 8'h OVERALL GATE LENGTH

CLEAR OPENING

POST SPACING C/CB

POST HEIGHT

NOMINAL GATE HEIGHT

E D

CRITICAL DIMENSION CHART

5'-1" 21'-0"

15'-0" 8'-6" 8'-0"

G H

N O

G H

C = OVERALL GATE LENGTH

A = CLEAR OPENINGB = POST SPACING C/C

G H

N O

G H

C = OVERALL GATE LENGTH

PLAN VIEW1

GS1025-1L

GS1025-2

ELEVATION

GS1025-1L

NOMINAL GATE SIZE

15'w x 8'h OVERALL GATE LENGTH

CLEAR OPENING

POST SPACING C/CB

POST HEIGHT

NOMINAL GATE HEIGHT

E D

CRITICAL DIMENSION CHART

5'-1" 21'-0"

15'-0" 8'-6" 8'-0"

ASSEMBLY SECTION1

GS1025-2

BOTTOM GUIDE4

GS1025-2

CATCH ASSEMBLY3

GS1025-2

GATE HANGER2

GS1025-2

4' -0

" M

E H

H T

OPERATOR PAD LAYOUT PLAN

OPERATOR FRONT ELEVATION

N O

GS1025-3

OPERATOR SIDE ELEVATION

GS1025-3

NOTES:

1) OPERATOR PAD DEPTH

TO BE MINIMUM OF 24" AND

IN ACCORDANCE WITH ALL

LOCAL CODES AND SOIL

CONDITIONS.

27 15/16"

N O

16"6" 6"

A = CLEAR OPENING

14"

" 14

27 15/16"23 15/16"

B = POST SPACING C/C

16"

27 15/16"

14 5/8"6 5/8"

/1 6"

25 5/16"

24 15/16"

AutoCAD SHX Text

AutoCAD SHX Text J.S.D.

AutoCAD SHX Text J.K.

AutoCAD SHX Text

CG-507

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

AutoCAD SHX Text

2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

AutoCAD SHX Text

STAMP

AutoCAD SHX Text

INITIAL

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

4" OD POST (TYP.)

AutoCAD SHX Text

TYM-1000/2000 GATE OPERATOR (SEE SHEET GS1025-3)

AutoCAD SHX Text

HANGER ASSEMBLY (SEE DETAIL #2/GS1025-2, TYP.)

AutoCAD SHX Text

CATCH ASSEMBLY (SEE DETAIL #3/GS1025-2)

AutoCAD SHX Text

HANGER ASSEMBLY (SEE DETAIL #2/GS1025-2, TYP.)

AutoCAD SHX Text

DRIVE CHAIN

AutoCAD SHX Text 1" x 2" ALUM. TUBE (TYP.)

AutoCAD SHX Text

TOP PRIMARY MEMBER

AutoCAD SHX Text

4" OD POST (TYP.)

AutoCAD SHX Text

CABLE (TYP.)

AutoCAD SHX Text

CATCH ASSEMBLY (SEE DETAIL #3/GS1025-2)

AutoCAD SHX Text

TYM-1000/2000 GATE OPERATOR (SEE SHEET GS1025-3)

AutoCAD SHX Text 2" x 5" ALUM. TUBE

AutoCAD SHX Text

BOTTOM GUIDE ASSEMBLY (SEE DETAIL #4/GS1025-2, TYP.)

AutoCAD SHX Text Scale: None

AutoCAD SHX Text NOTES: 1. ALL FITTINGS PROVIDED FOR 4" OD POSTS. OTHER SIZES ARE AVAILABLE UPON REQUEST. 2. GATE ELEVATION IS VIEWED FROM THE OUTSIDE OF THE SECURE AREA LOOKING IN.

AutoCAD SHX Text

VERTICAL PRIMARY

AutoCAD SHX Text 1" x 1" ALUM. TUBE AT 3" O.C. (TYP.)

AutoCAD SHX Text 2" x 2" ALUM. TUBE (TYP.)

AutoCAD SHX Text RIGHT to Open

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

4" OD POST (TYP.)

AutoCAD SHX Text

TYM-1000/2000 GATE OPERATOR (SEE SHEET GS1025-3)

AutoCAD SHX Text

HANGER ASSEMBLY (SEE DETAIL #2/GS1025-2, TYP.)

AutoCAD SHX Text

CATCH ASSEMBLY (SEE DETAIL #3/GS1025-2)

AutoCAD SHX Text

HANGER ASSEMBLY (SEE DETAIL #2/GS1025-2, TYP.)

AutoCAD SHX Text

DRIVE CHAIN

AutoCAD SHX Text 1" x 2" ALUM. TUBE (TYP.)

AutoCAD SHX Text

TOP PRIMARY MEMBER

AutoCAD SHX Text

4" OD POST (TYP.)

AutoCAD SHX Text

CABLE (TYP.)

AutoCAD SHX Text

CATCH ASSEMBLY (SEE DETAIL #3/GS1025-2)

AutoCAD SHX Text

TYM-1000/2000 GATE OPERATOR (SEE SHEET GS1025-3)

AutoCAD SHX Text 2" x 5" ALUM. TUBE

AutoCAD SHX Text

BOTTOM GUIDE ASSEMBLY (SEE DETAIL #4/GS1025-2, TYP.)

AutoCAD SHX Text Scale: None

AutoCAD SHX Text NOTES: 1. ALL FITTINGS PROVIDED FOR 4" OD POSTS. OTHER SIZES ARE AVAILABLE UPON REQUEST. 2. GATE ELEVATION IS VIEWED FROM THE OUTSIDE OF THE SECURE AREA LOOKING IN.

AutoCAD SHX Text

VERTICAL PRIMARY

AutoCAD SHX Text 1" x 1" ALUM. TUBE AT 3" O.C. (TYP.)

AutoCAD SHX Text 2" x 2" ALUM. TUBE (TYP.)

AutoCAD SHX Text LEFT to Open

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

BOTTOM GUIDE ASSEMBLY (SEE DETAIL #4)

AutoCAD SHX Text 2" x 5" ALUM. TUBE

AutoCAD SHX Text

TOP PRIMARY MEMBER

AutoCAD SHX Text

STANDARD TRACK

AutoCAD SHX Text

GATE HANGER ASSEMBLY (SEE DETAIL #2)

AutoCAD SHX Text

VERTICAL PRIMARY, ENDS (BEHIND)

AutoCAD SHX Text

4" OD POST

AutoCAD SHX Text 2" x 2" ALUM. TUBE (BEHIND)

AutoCAD SHX Text 1" x 2" ALUM. TUBE

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

BOTTOM GUIDE BRACKET

AutoCAD SHX Text

4" OD POST

AutoCAD SHX Text

GUIDE WHEELS WITH UL COVERS

AutoCAD SHX Text

HANGER BRACKET

AutoCAD SHX Text

5/8" BOLT

AutoCAD SHX Text

LOCK NUT

AutoCAD SHX Text

HEX NUT

AutoCAD SHX Text

W4 TRUCK

AutoCAD SHX Text

COMPANION

AutoCAD SHX Text

4" OD POST

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

CATCHER

AutoCAD SHX Text

INSIDE

AutoCAD SHX Text

OUTSIDE

AutoCAD SHX Text 1" x 1" TUBE PICKET @ 4" O.C.

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

OPERATOR PAD

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

INCOMING CONDUIT

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

TYM-1000/2000 GATE OPERATOR

AutoCAD SHX Text

OPERATOR PAD

AutoCAD SHX Text

PEDESTAL

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

PEDESTAL

AutoCAD SHX Text

TYM-1000/2000 GATE OPERATOR

AutoCAD SHX Text

OPERATOR PAD

AutoCAD SHX Text CHAIN SUPPORT BRACKET ATTACHED TO 1" x 2" VERTICAL

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

PEDESTAL

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

INSIDE

OUTSIDE

File details come from the government source that posted it. Updated Sep 21, 2022.