GCC-F 260-B2260-007 L21GC186 Project Drawings 2024-03-28.pdf

G-001

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CONTACT INFORMATION

CONSTRUCT BUS SHELTER

AT DICKINSON BUILDING

GERMANNA COMMUNITY COLLEGE

FREDERICKSBURG, VIRGINIA

PROJECT CODE: 260-B2260-007/L21GC186

OWNER/DEVELOPER

GERMANNA COMMUNITY COLLEGE

ATTN: MR. GARLAND FENWICK

DIRECTOR OF FACILITIES

2130 GERMANNA HWY

LOCUST GROVE, VA 22508

PHONE: (540) 273-7959

EMAIL: gfenwick@germanna.edu

ENGINEER

AUSTIN BROCKENBROUGH & ASSOCIATES, LLC

ATTN: DAVID CLARK, PE

1011 BOULDER SPRINGS DRIVE, SUITE 200

RICHMOND, VIRGINIA 23225

PHONE: (804) 592-3930

EMAIL: dclark@brockenbrough.com

SCALE:

LOCATION MAP

NONE

1. THE BUILDING PERMIT WILL BE OBTAINED AND PAID FOR BY THE OWNER. ALL OTHER PERMITS, LOCAL LICENSE FEES, BUSINESS FEES, TAXES, OR SIMILAR ASSESSMENTS IMPOSED BY THE APPROPRIATE POLITICAL SUBDIVISION

SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE

PERMITS.

3. CONTRACTOR MUST VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK. BRING ANY DISCREPANCIES THAT

MAY SIGNIFICANTLY AFFECT NEW WORK TO THE ATTENTION OF THE ENGINEER FOR REVIEW.

4. ALL AREAS DISTURBED, NOT WITHIN THE LIMITS OF CONSTRUCTION, SHALL BE RETURNED TO THEIR PRE-EXISTING

GROUND COVER.

5. ALL CONSTRUCTION WILL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER'S INSPECTOR AND THEIR REPRESENTATIVES. THE CONTRACTOR MUST NOTIFY THE INSPECTOR AND OWNER 48 HOURS PRIOR TO THE START

OF WORK.

6. THE LOCATION OF EXISTING UTILITIES, ACROSS OR ALONG THE LINE OF THE PROPOSED WORK, IS NOT NECESSARILY AS SHOWN ON THE PLANS AND WHERE SHOWN IS ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO EXTRA COST TO THE UNIVERSITY, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. THIS INCLUDES BOTH PUBLIC AND PRIVATE UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. IF EXISTING LINES NEED TO BE RELOCATED OR TEMPORARILY SUPPORTED, THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY

AT NO EXTRA COST TO THE UNIVERSITY.

7. THE CONTRACTOR MUST CALL "MISS UTILITY" AT 811, TOLL FREE AT 1-800-552-7001, OR HTTP://WWW.MISSUTILITYOFVIRGINIA.COM NO LESS THAN 72 HOURS PRIOR TO EXCAVATION, AND MUST NOT

DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED.

THIS PROJECT CONSISTS OF LESS THAN 2,500 SQ FT OF DISTURBANCE AND IS THEREFORE NOT REGULATED FOR

WATER QUALITY OR QUANTITY.

STORMWATER COMPLIANCE NOTE

SURVEY NOTES

GENERAL NOTES

PROJECT SITE

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SCALE:

STATE MAP

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INDEX OF DRAWINGS

SHEET DRAWING

NUMBER DRAWING TITLE

GENERAL

1 G-001 COVER SHEET

CIVIL

2 C-101 ADA COMPLIANCE PLAN AND DETAILS

STRUCTURAL

3 S-101 STRUCTURAL NOTES PLAN & DETAILS

REFERENCE

4 REFERENCE BUS SHELTER REFERENCE DRAWING

APPLICABLE CODES AND STANDARDS:

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC), 2021 EDITION

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, PUBLISHED SEPTEMBER 15, 2010

VCCS CONSTRUCTION & PROFESSIONAL SERVICES MANUAL (CPSM) 2022 EDITION, REV 1 (02/14/2023)

BUILDING CODES

THE PROJECT CONSISTS OF INSTALLING A PRE-MANUFACTURED BUS STOP SHELTER AND FOUNDATION AT AN EXISTING BUS STOP, AND MODIFYING A SECTION OF ADJACENT SIDEWALK TO SUIT ADA COMPLIANCE.

PROJECT DESCRIPTION

PROJECT SITE

THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS A.

CONDREY, LS, FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON 01/22/24; AND THAT THIS MAP MEETS MINIMUM ACCURACY STANDARDS, UNLESS OTHERWISE NOTED.

N: 6768921.40 E: 11772202.78

N: 6768926.01 E: 11772201.18

N: 6768930.51 E: 11772212.54

N: 6768928.54 E: 11772213.49

N: 6768932.27 E: 11772249.21

N: 6768932.35 E: 11772250.74

N: 6768932.44 E: 11772255.72

N: 6768933.93 E: 11772289.20

N: 6768938.80 E: 11772288.07

N: 6768927.27 E: 11772255.95

N: 6768927.31 E: 11772248.05

TIE INTO EXISTING

TIE INTO EXISTING

TIE INTO EXISTING

TIE INTO EXISTING

224.68

224.65

224.53 224.29

224.12

223.73

223.47

223.59

223.71

223.10

222.69

N: 6768932.38 E: 11772258.05

N: 6768941.68 E: 11772275.08

N: 6768943.94 E: 11772284.82

223.00

C-101

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SCALE: 1"=10'

SITE LAYOUT

1"=10' 0' 10' 20' 30'

GENERAL NOTES

1. CONCRETE SIDEWALK TO BE DEMOLISHED WHERE

PROPOSED SIDEWALK IS SHOWN.

2. MATCH EXISTING JOINT TYPE AND LOCATION FOR

LATITUDINAL JOINTS.

3. NEW LONGITUDINAL JOINT TO BE AN EXPANSION JOINT.

4. SEE STRUCTURAL SHEET FOR SHELTER FOUNDATION

DETAILS.

5. NEW SECTION OF ADA-COMPLIANT SIDEWALK BETWEEN

BUS SHELTER AND PLAZA MUST BE 5'-0" MINIMUM

WIDTH. CROSS SLOPE MUST NOT EXCEED 2%, EXCEPT

AT THE LONGITUDINAL TIE-IN POINTS.

LAYOUT NOTES

01 CONCRETE SECTION

02 EXPANSION JOINT

DESCRIPTION EXISTING PROPOSED

CIVIL LEGEND

BUILDING/STRUCTURE

CONCRETE PAD

PARKING STRIPING

TREE LINE

FOREST

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VARIES

6" 4"

4,000 PSI CONCRETE

VDOT #21A

COMPACTED

SUBGRADE

SCALE: NONE

CONCRETE SECTION

6x6-W2.0xW2.0

WELDED WIRE

FABRIC, 3" COVER

NOTE:

EXPANSION JOINTS SHALL BE

PLACED AT WALK INTERSECTIONS

AND JUNCTIONS, AT BOTTOM OF

STEPS, WHERE WALKS ABUT

BUILDINGS, PLATFORMS, OR OTHER

FIXED STRUCTURES.

TROWELED OR SAW CUT

CONTROL JOINT 1/4

DEPTH OF CONCRETE

1/2" PREMOLDED FILLER

1/4" RADIUS

1/2" JOINT SEALANT

SCALE: NONE

EXPANSION JOINT

SCALE: NONE

CONTROL JOINT

#4 AT 12" MAX OC

EW, TOP & BOTTOM

CROWN SLAB

TO DRAIN

INSPECTED

APPROVED

SUBGRADE

1'-0"

TYP

CONT 3/4"

CHAMFER,

3 SIDES

EXISTING

GRADE

SIDEWALK,

SEE CIVIL DWGS

POSTS AND ANCHOR

BOOTS BY BUS STOP

SHELTER MANUF,

SHIM AS REQUIRED

2" C

LR

6"

POUR SLAB ELEVATION

FLUSH TO EXISTING

SIDEWALK. NO

CHAMFER ON FRONT

EDGE

(4) 1/2" DIA STAINLESS STEEL EXPANSION

ANCHORS (WITH STAINLESS WASHER,

LOCK WASHER AND NUT) AT EACH

ANCHOR BOOT BOLT HOLE (3 1/2" MIN

EMBED). BASIS OF DESIGN IS HILTI KWIK

BOLT 3. GC COORD WITH SHELTER MANUF

1' -0

" M

IN

LOCATE ANY EXISTING

UTILITIES, INCLUDING

UNDERGROUND ELECTRIC

LINE SERVING BOLLARDS.

NOTIFY ENGINEER IF

UTILITIES INTERFERE WITH

TURNED-DOWN SLAB SHOWN.

SEE G-001, GENERAL NOTE #6

1' -4

" M

IN

10'-0"

5' -9

B5 S-101 S-101

6" THICK

SHELTER

SLAB

POST AND ANCHOR BOOT BY

SHELTER MANUF (TYP OF 5)

6" MIN

6" M

IN

6" MIN

EDGE OF ANCHOR

BOOT (TYP)

6" M

IN

FRONT ELEVATION SIDE ELEVATION

8'-4" MAX 4'-4" MAX

9' -0

" M

AX

NOTE:

BUS STOP SHELTER IS SLIMLINE SERIES

SL0408 BY BRASCO INTERNATIONAL.

SHELTER IS OWNER-FURNISHED,

CONTRACTOR-INSTALLED. SEE INCLUDED

PRODUCT DOCUMENTATION.

3/4"=1'-0" 0 1' 2' 3' 4' S-101

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STRUCTURAL LEGEND AND ABBREVIATIONS

GENERAL STRUCTURAL NOTES

1. THE FOUNDATION SLAB HAS BEEN DESIGNED TO SUPPORT THE BUS STOP SHELTER PRODUCT

INDICATED, WITH MAXIMUM DIMENSIONS SHOWN. BUS STOP SHELTER IS OWNER-FURNISHED,

CONTRACTOR-INSTALLED. CONTRACTOR MUST COORDINATE ALL INSTALLATION REQUIREMENTS.

2. SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT. REFER TO THE CO-6a AND CO-6b SPECIAL

INSPECTION FORMS.

3. STRUCTURAL DESIGN IS BASED ON THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2021 EDITION, AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD 7 (ASCE 7-16) "MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES", 2016 EDITION.

4. THESE DRAWINGS MUST BE USED TOGETHER WITH THE PROJECT SPECIFICATIONS.

5. LOADS AND DESIGN CRITERIA

A. RISK CATEGORY II

B. LIVE LOADS

SLAB-ON-GRADE 150 PSF

ROOF 20 PSF

C. SNOW LOADS

GROUND SNOW LOAD, PG 25 PSF

IMPORTANCE FACTOR, IS 1.0

EXPOSURE FACTOR, CE 0.9

THERMAL FACTOR, CT 1.2

FLAT ROOF SNOW LOAD, PF 16 PSF

MINIMUM ROOF SNOW LOAD, PM 20 PSF

D. WIND LOADS

ULTIMATE DESIGN WIND SPEED 111 MPH

NOMINAL DESIGN WIND SPEED 86 MPH

WIND EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENT, GCPI ± 0.18

WIND BASE SHEAR (1.0W) <5 KIPS

E. SEISMIC DESIGN DATA

MAPPED SPECTRAL RESPONSE ACCEL, S/S 0.190 (g) MAPPED SPECTRAL RESPONSE ACCEL, S/1 0.050 (g) DESIGN SPECTRAL RESPONSE ACCEL, S/DS 0.203 (g) DESIGN SPECTRAL RESPONSE ACCEL, S/D1 0.080 (g)

SEISMIC IMPORTANCE FACTOR, I/E 1.0

SITE CLASS D (DEFAULT)

SEISMIC DESIGN CATEGORY B

SEISMIC FORCE RESISTING SYSTEM:

BY SHELTER MANUF

SEISMIC BASE SHEAR (1.0E) <1 KIPS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

CAST-IN-PLACE

CONCRETE (PLAN)

CAST-IN-PLACE

CONCRETE (SECTION)

GRADED CRUSHED

AGGREGATE

ACCEL ACCELERATION

ACI AMERICAN CONCRETE INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

CLR CLEAR COVER

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

DIA DIAMETER

DWGS DRAWINGS

EW EACH WAY

GC GENERAL CONTRACTOR

g GRAVITY

IBC INTERNATIONAL BUILDING CODE

MANUF MANUFACTURER

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

OC ON CENTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

STD STANDARD

TYP TYPICAL

W/ WITH

# POUND, NUMBER

COMPACTED SUBGRADE

SCALE: 3/4"=1'-0"

SECTIONB5

S-101S-101

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FOUNDATION NOTES

CONCRETE NOTES

1. CONCRETE WORK MUST CONFORM TO THE REQUIREMENTS OF ACI 318

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 301

"SPECIFICATIONS FOR CONCRETE CONSTRUCTION".

2. CONCRETE MATERIAL AND MIX DESIGN PROPERTIES MUST BE:

MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH (f'c):

FOUNDATION SLAB 4500 PSI

W/C RATIO, AIR CONTENT, SLUMP SEE SPECIFICATIONS

REINFORCING STEEL ASTM A615, GRADE 60

1. NO GEOTECHNICAL INVESTIGATION WAS CONDUCTED.

FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SUBGRADE WITH AN

ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.

2. TURNED-DOWN SLAB EDGES HAVE BEEN DESIGNED TO BEAR A MINIMUM OF

12 INCHES BELOW FINISHED GRADE. EXTEND TURN-DOWN EXCAVATION

DEPTH IF NECESSARY TO ACHIEVE MINIMUM BEARING DEPTH.

3. THE SPECIAL INSPECTOR OR PROJECT GEOTECHNICAL ENGINEER MUST

INSPECT AND APPROVE FOUNDATION SLAB SUBGRADE PRIOR TO

CONCRETE PLACEMENT. UNDERCUT ANY UNACCEPTABLE AREAS

IDENTIFIED BY THE SPECIAL INSPECTOR, AND BACKFILL WITH #57 STONE,

LEAN CONCRETE OR FLOWABLE FILL.

SCALE: NONE

BUS STOP SHELTER REPRESENATIONC4

S-101S-101

SCALE:

PLAN

NORTH

3/4"=1'-0"

BUS STOP SHELTER FOUNDATION SLAB PLAN

R

TH

NOTE:

BUS STOP SHELTER MANUFACTURER'S

DRAWING ATTACHED TO THE END OF

THIS DRAWING PACKAGE FOR

CONTRACTOR'S REFERENCE. SEE THE

SPECIFICATIONS FOR INSTALLATION

GUIDELINES.

REF-101

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