36C25518R0485-018.pdf

4' BOTTOM WIDTH 6' & VARIES

3:1 & VARIES

SCALE:

BIORETENTION DETAIL

NO SCALE

C3.4

6"

6"

6"

1.5' MIN. (SEE

GRADING PLAN)

3:1 MAX

2.5 ' M

AX

PRE-MIXED PLANTING SOIL (BY VOLUME)

60% DRAINAGE SAND (MINIMUM)

LESS THAN 30% SILT CONTENT

LESS THAN 10% CLAY CONTENT

SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.

BIORETENTION PLANTINGS IN 4" OF HARDWOOD

MULCH (SEE LANDSCAPING SHEETS)

3/8" DIA. GRAVEL

(ASTM C-33 NO. 8)

EXISTING SOIL SUBGRADE SHALL

BE TILLED OR "RIPPED" 12" DEEP

BEFORE BACKFILLING

4" DIA. SCHED. 40 PVC PERFORATED PIPE,

3/8" DIA. HOLES, TWO SIDES, FACING

DOWN, 2" OFF BOTTOM OF EXCAVATION

3/4" DIA. GRAVEL

(ASTM C-33 NO. 6 OR 7)

6" SAND (ASTM C-33

FINE AGGREGATE)

MSD TYPE 4 GEOTEXTILE

FABRIC (SIDES ONLY) 6" MAX.

OVERLAP ON BOTTOM (TYP.)

COMPACTED SUITABLE SOIL

WITH 4" THICK TOPSOIL LAYERSEE SEGMENTAL BLOCK WALL DETAIL

DETAILSPLANSITE

C3.4 o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a d e h a l f i n c h e s o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

SCALE:

TELESCOPING STEEL SIGN SUPPORT

NO SCALE

C3.4

NOTES:

ALL SIGN POSTS AND COMPONENTS

SHALL HAVE A BLACK POWDER COAT

FINISH

SCALE: NO SCALE

PEDESTRIAN CROSSWALK

SIGN DETAIL (R1-5B - 36" x 36")1

C3.4 SCALE: NO SCALE

PEDESTRIAN CROSSWALK ADVANCED

WARNING DETAIL (W11-2 - 30" x 30")2

C3.4

1"

2"R6"

6"

EXISTING PAVEMENT

VARIES

EXISTING CURB

W

IN

DS

OR

P

LA

CE

EXISTING CONCRETE SIDEWALK

VARIES FROM 5' TO 7'*

PREPARED SUBGRADE

5 1 /4"

3" #4 BARS

9 1/2"

5" 8 1/2"

2-#4 BARS

6'-0"

9 1/2"9 1/2" 5'-10"

3/4" DIA HOLE

(TYP 2 PLACES)

NOTE:

1. PARKING BLOCKS SHALL BE MADE OF CONCRETE

2. PARKING BLOCKS TO BE ANCHORED WITH 5/8" x 24"

IRON PINS (2 EACH) DRILLED INTO THE PAVEMENT &

FIT SNUG AS TO NOT RACK WHEN SHOVED.

SCALE: NO SCALE

CONCRETE PARKING BLOCK DETAIL6

C3.4

DECORATIVE MERAMEC GRAVEL, 4"

NOTE:

USE GEOGRID AS REQUIRED BY THE MANUFACTURER'S RECOMMENDATIONS.

COLOR OF SEGMENTAL BLOCK WALL SHALL BE SELECTED BY OWNER FROM

MANUFACTURER'S FULL PALLET OF COLOR OPTIONS.

PROPOSED WALLS NOT TO EXCEED 2.5 FEET IN HEIGHT MEASURED FROM THE

FINISHED GRADE LINE TO TOP OF WALL. SEE GRADING PLAN FOR TOP AND BOTTOM OF

WALL ELEVATION AND LOCATIONS.

GRANULAR LEVELING PAD

6" THICK MIN.

4" DIA. (MIN.) DRAIN PIPE

OUTLET @ END OF WALL

OR @ 40' CENTERS MAX.

SLOPE TO DRAIN (1/8"/FT.)

IMPERVIOUS FILL

REINFORCED BACKFILL

COMPACTED 95% OF MAXIMUM

STANDARD PROCTOR DENSITY

DRAINAGE AGGREGATE

12" THICK MIN.

GEOSYNTHETIC REINFORCEMENT

SEE PROFILE DRAWINGS

FOR LENGTH, TYPE, AND SPACING

IMPERVIOUS FILL

12" DEEP

CAP UNIT ADHERE TO TOP

UNIT CONCRETE ADHESIVE

STANDARD MODULAR

CONCRETE UNITS

(16" - WIDE BY 6"- HIGH)

2.5 ' M

AXBATTER AS REQUIRED

BY MANUFACTURER

SCALE:

SEGMENTAL BLOCK WALL

NO SCALE

C3.4

SEE BIORETENTION DETAIL

SEE BIORETENTION DETAIL

2.0'

SCALE:

SKIDATA BARRIER ARM

NO SCALE

C3.4

SCALE:

KEYCARD PEDESTAL

NO SCALE

C3.4

13" 4.00" 3.00" 2.40"

8.00" 8.00"

3.25" 5.00"

4.0 0"

0.181"

0.2 9"

8.50"8.50"

FACE PLATE

COVER PLATE

BASE PLATE

42" TALL PEDESTAL THAT

ACCOMMODATES ADA

COMPLIANT SPECIFICATIONS

NOTE: SEE DETAIL 10 ON SHEET C3.3 AND 3 ON SHEET C3.4

FOR MOUNTING

NOTE: SEE DETAIL 10 ON SHEET C3.3 AND 3 ON SHEET C3.4

FOR MOUNTING

e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

C3.5

DETAILSPLANSITE

SCALE:

ORNAMENTAL FENCE

NO SCALE

C3.5

SCALE:

CANTILEVERED SLIDING GATE

NO SCALE

C3.5

8.0' TYP UON

3'- 0"

6"

POST

TOPS

FL

AT

KEEPER

7.0

6"

L (NOT TO SCALE)

PICKET AREA OVERHANG

(OMIT PICKETS)

POST TOP2A

C3.5

SCALE: NO SCALE

CANTILEVERED SLIDING

GATE SECTION (TYP)2A

C3.5

2 12" 14 GA POST TRUCK ASSEMBLY

STEEL TRACK

2" NOM

3 15 16"

GUIDE ROLLER ASSEMBLY

INDUSTRIAL

DRIVE RIVET

1 12" X 1 7 16"

RAIL

2 12" 14 GA POST

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL BE NO

LESS THAN 4(X) POST DIAMETER (TYP).

3'- 0"

6"

WELDED

JOINT

STEEL TRACK/

RAIL

STEEL

TRACK/

RAIL

INDUSTRIAL

DRIVE RIVET

POST 2 12 " X 14 GA

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL BE NO

LESS THAN 4(X) POST DIAMETER (TYP).

GATE OPERATOR AND CONTROLS:

GATE OPERATOR MANUFACTURED BY LINEAR / OSCO, MODEL VS-GSLG.

MOTOR AND OPERATOR CONTROLS SHALL BE ENCLOSED IN A WATERPROOF, GALVANIZED STEEL CABINET WITH POWDER

COATED FINISH. SHALL INCLUDE COLD WEATHER PACKAGE WITH BOX HEATER.

A NEMA 3 DISCONNECT SHALL BE INSTALLED ON THE GATE OPERATOR.

THE GATE CONTROLS SHALL INCLUDE SHORT CIRCUIT AND OVERLOAD PROTECTION. INCLUDE PROVISIONS IN 24V CONTROL CIRCUIT FOR NORMALLY OPEN AND/OR NORMALLY CLOSED CONTACTS, FOR REMOTE CONTROL OF THE OPEN COMMAND FOR GATE. TERMINATIONS SHALL BE ON A TERMINAL STRIP, WIRING TO PIG-TAILS IS NOT ACCEPTABLE.

INCLUDE AUDIBLE DEVICE FOR NOTIFICATION WHEN GATE IS STARTING TO MOVE.

INCLUDE OPEN/CLOSE/STOP PUSHBUTTON STATION INSTALLED INSIDE THE CABINET.

PROVISIONS ON TERMINAL STRIP AND IN CONTROLS FOR SECURITY INTERFACE FOR REMOTE OPEN COMMAND.

INCLUDE PHOTO EYE THRU BEAM (WITH HEATED HEADS) “IR55 INDUSTRIAL THRU-BEAM PHOTOELECTRIC CONTROL” MANUFACTURED BY MMTC TO PREVENT GATE FROM CLOSING WHEN BEAM IS INTERRUPTED. INCLUDE EDGE SAFETIES ON GATE (MILLER ELECTRIC ME-120). WHERE TAIL OF GATE IS NOT WRAPPED BY FENCE AND EXPOSED, INSTALL EDGE SAFETY ON THE BACK SIDE OF GATE ALSO.

INCLUDE PAVEMENT LOOP DETECTORS FOR FREE EXIT. ADD SECOND LOOP ON EXTERIOR OF GATE AND GATE OPERATOR TIMER SO CLOSE DOES NOT START UNTIL VEHICLE CLEARS EXTERIOR LOOP. LOOP DETECTOR SHALL BE MODEL

# “10MATRIX2 S-1224” MANUFACTURED BY BEA INC.

ADD KEYED SWITCH WITH 7 PIN BEST LOCK CYLINDER. SWITCH SHALL BE INSTALLED IN WATER PROOF BOX, ON

EXTERIOR OF GATE AT CARD READER STAND.

SCALE:

GATE ELECTRIC MOTOR

NO SCALE

C3.5

2" NOM

PUSH TO OPEN-ALARM WILL SOUND

ADJUSTABLE MOUNTING PLATE

54" WIDE 24" TALL GATE FRAME

4"

SCALE:

EMERGENCY EXIT MANGATE

NO SCALE

C3.5

GUARD

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL BE NO

LESS THAN 4(X) POST DIAMETER (TYP).

3'- 0"

6"

SCALE:

MANGATE

NO SCALE

C3.5

7'

BOX HINGE

2" NOM

LATCH

5'

DAC INDUSTRIES, INC OR EQUIVALENT

MOUNT TO MANGATE, SEE DETAIL 4, SHEET C3.5

4" 14 GA PICKET

7.0

1"R

6"

PREPARED SUBGRADE

PROPOSED ASPHALT

PAVEMENT

1"

6" 6"

6"

12"

TOOLED

GROOVE

5"

1"R

6"

PROPOSED ASPHALT

PAVEMENT

1"

6" 6"

6"

SCALE:

1' WIDE CONCRETE BUFFER

NO SCALE

C3.5

6"

PREPARED SUBGRADE

6" 6"

12"

TOOLED

GROOVE

5"

6"

PROPOSED ASPHALT

PAVEMENT

6" 6"

SCALE: NO SCALE

1' WIDE DEPRESSED

CONCRETE BUFFER7

C3.5

PROVIDE PADLOCKS WITH CORBIN-RUSSWIN LARGE FORMAT 62A1 - 6 PIN FOR ALL GATES.

PROVIDE PADLOCKS WITH CORBIN-RUSSWIN LARGE FORMAT 62A1 - 6 PIN FOR ALL GATES

(EXCEPT EMERGENCY EXIT WHICH ALREADY HAS A LOCK).

LOCK TO BE COMPATIBLE WITH CORBIN-RUSSWIN LARGE FORMAT 62A1 - 6 PIN FOR ALL GATES.

3 15 16"

3 15 16"

4" 14 GA PICKET

1 12" X 1 7 16"

RAIL

6"

1 2"

4" 14 GA PICKET

POST 2 12 " X 14 GA

1 34" X 14 GA

1 12" X 1 7 16"

RAIL

1 12" X 1 7 16"

RAIL

1 12" X 1 7 16"

RAIL

1 1 2"

(TYP)

e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

C3.6

DETAILSPLANSITE

SCALE:

BASIN A BIORETENTION OUTLET STRUCTURE

NO SCALE

C3.6

3.0'

0.5' TYP4'

525.09

531.50

531.83

4'

CONSTRUCT BASE

ACCORDING TO M.S.D.

SPECIFICATIONS

530.50

529.00

SCALE: NO SCALE

2 GRATE INLETS

PRECAST CONCRETE1

C3.6

SCALE:

BASIN B BIORETENTION OUTLET STRUCTURE

NO SCALE

C3.6

3' 1.0'

5'

3.0'

0.5' TYP4'

511.04

515.67

516.00

0.3 3'

4'

M.S.D. STANDARD MANHOLE

FRAME AND COVER

CONSTRUCT BASE

ACCORDING TO M.S.D.

SPECIFICATIONS

515.00

514.00

SCALE:

BASIN C1 BIORETENTION OUTLET STRUCTURE

NO SCALE

C3.6

MANHOLE SPECIFICATIONS:

CONCRETE: 5000 PSI MIN, 5-6% AIR

REINFORCEMENT: WALLS 8x2x4 GAUGE WWF TO EQUAL .12 SQ. IN. / V.F. MIN.

FLOOR AND TOP SLAB: #4 REBAR @ 6" O.C. BOTH WAYS (CONFORMS TO ASTM

C478 AND AASHTO HS-20 STANDARDS

SEALANT: 1" MASTIC ROPE SEALANT ON ALL JOINTS

SHOP DRAWINGS: ENGINEER APPROVED SHOP DRAWINGS MUST BE

SUBMITTED TO MSD, PRIOR TO THE CONSTRUCTION OF THIS STRUCTURE.

MSD CONTACT: BRIAN DUNN (314) 335-2072

1.0'

3' 1.0'

5'0.3 3'

M.S.D. STANDARD MANHOLE

FRAME AND COVER

1.0'

SCALE:

BASIN C2 BIORETENTION OUTLET STRUCTURE

NO SCALE

C3.6

3.0'

0.5' TYP4'

509.80

515.47

515.80

4'

CONSTRUCT BASE

ACCORDING TO M.S.D.

SPECIFICATIONS

514.80

513.80

3' 1.0'

5'0.3 3'

M.S.D. STANDARD MANHOLE

FRAME AND COVER

1.0'

EARTH GRADE

EARTH GRADE

EARTH GRADE

3.0'

0.5' TYP4'

507.96

514.00

514.33

4'

CONSTRUCT BASE

ACCORDING TO M.S.D.

SPECIFICATIONS

513.33

512.25

3' 1.0'

5'0.3 3'

M.S.D. STANDARD MANHOLE

FRAME AND COVER

1.0'

EARTH GRADE

C3.7

SCALE:

FOUNDATION PLAN

3/4"=1'-0"

C3.7

C3.7

18'-8"

1'-5"

20'-0"

'-0

6" 4"

4" SUB-BASE GRANULAR MATERIAL

UNDISTURBED

SUBGRADE OR

ENGINEERED FILL

#4 @ 12" O.C.

8'- 0"

CONC. SLAB ON GRADE w/ W6x6 - W2.9x2.9 WWF ON 10 mil VAPOR

BARRIER

1'- 0"

2'- 6"

MI

N.

CONC. PAVEMENT

SEE CIVIL

SCALE:

SECTION

3/4"=1'-0"

C3.7

#4 @ 12" O.C.

#5 @ 12" O.C.

1'-5" 8" 1'-5" 3'-6"

#5 @ 12" O.C.

#5 @ 12" O.C., ALT. HOOKS

#4 @ 12" O.C.

4" SUB-BASE GRANULAR MATERIAL

6"

CONC. PAVEMENT

SEE CIVIL

1'- 0"

2'- 6"

MI

N.

SCALE:

SECTION

3/4"=1'-0"

C3.7

8"

4"

CONC. CURB BEYOND

1'-5" 8" 1'-5"

3'-6"

#5 @ 12" O.C.

#4 @ 12" O.C.

#5 @ 12" O.C., ALT. HOOKS

#4 @ 12" O.C.

(2) #4 BARS

4" SUB-BASE

GRANULAR

MATERIAL

SITE PLAN DETAILS

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

C3.7

GENERAL NOTES

BUILDING CODE

1. PROJECT IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING

CODE - 2012 INCLUDING ALL REFERENCED STANDARDS AS LISTED IN CHAPTER 35.

2. WHERE CONFLICT OCCURS BETWEEN REFERENCED CODES AND STANDARDS,

SPECIFICATIONS, AND GENERAL NOTES, THE MOST STRINGENT REQUIREMENT

SHALL GOVERN.

DESIGN CRITERIA

1. RISK CATEGORY I

2. SUPERIMPOSED ROOF DEAD LOAD

MEP/LIGHTING 5 PSF

3. FLOOR LIVE LOAD

HEAVY STORAGE 250 PSF

4. ROOF LIVE LOAD

MINIMUM LIVE LOAD 20 PSF

5. ROOF SNOW LOAD

GROUND SNOW LOAD, Pg 20 PSF FLAT-ROOF SNOW LOAD, Pf 20 PSF

TERRAIN CATEGORY B

SNOW EXPOSURE FACTOR, Ce 1.0 IMPORTANCE FACTOR, Is 0.80 THERMAL FACTOR, Ct 1.2

6. WIND DESIGN DATA

BASIC WIND SPEED, V 105 MPH

WIND EXPOSURE CATEGORY B

IMPORTANCE FACTOR, Iw 1.0

COMPONENTS & CLADDING DESIGN LOADS DETERMINED BASED ON ASCE

7-10, CHAPTER 30

7. EARTHQUAKE DESIGN DATA

IMPORTANCE FACTOR, I 1.0

MAPPED SPECTRAL RESPONSE ACCELERATIONS

SHORT PERIOD PARAMETER, Ss 0.423

1 SECOND PARAMETER, S1 0.163

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATIONS

SHORT PERIOD PARAMETER, Sds 0.412 1 SECOND PARAMETER, Sd1 0.234

SEISMIC DESIGN CATEGORY D

DELEGATED DESIGN SUBMITTALS

1. THE DESIGN RESPONSIBILITY FOR THE FOLLOWING SUBMITTALS IS TO BE

PERFORMED BY A REGISTERED ENGINEER EMPLOYED BY THE CONTRACTOR:

PRE-ENGINEERING BUILDING

PRE-ENGINEERED BUILDING FOUNDATION

2. FOR BIDDING PURPOSES, A TYPICAL FOUNDATION AND WALL DESIGN IS

PROVIDED TO SHOW DESIGN INTENT. THE OWNER ENVISIONS A ROOF

MOUNTED TO THE TOP OF THE WALLS SHOWN. THE ACTUAL DESIGN SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

FOUNDATION

1. FOUNDATIONS SHALL BEAR ON VIRGIN SOILS OR ENGINEERED FILL CAPABLE OF

PROVIDING AN ALLOWABLE BEARING PRESSURE OF 1,500 PSF.

2. BEARING MATERIALS SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER

PRIOR TO CONCRETE PLACEMENT. THE GEOTECHNICAL ENGINEER SHALL BE

THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIALS TO MEET

THE SPECIFIED CAPACITY. ADJUST BOTTOM OF FOOTING ELEVATIONS AS

REQUIRED.

3. PROVIDE DEWATERING SYSTEMS AS REQUIRED TO KEEP EXCAVATIONS FREE OF

WATER.

4. DO NOT PLACE CONCRETE IN EXCAVATIONS WITH ICE OR FROZEN GROUND.

PROTECT SUBGRADE AS NECESSARY.

5. FOOTINGS PLACED BELOW GRADE MAY BE EARTH FORMED PROVIDED AN

ADDITIONAL INCH OF CONCRETE COVER IS PROVIDED ALL AROUND.

6. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, CHECKED SHOP DRAWINGS FOR

ALL REINFORCING MATERIALS.

CONCRETE

1. CONCRETE MATERIALS AND CONSTRUCTION SHALL ADHERE TO THE "BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY", ACI

318, YEAR ACCORDING TO PROJECT BUILDING CODE.

2. GENERAL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

"SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301-10.

3. CONCRETE 28-DAY COMPRESSIVE STRENGTH AND DENSITY SHALL BE AS

FOLLOWS:

STRENGTH, f'c DENSITY, pcf

CONCRETE 4000 PSI 145

4. REINFORCING SHALL BE EPOXY COATED AND CONFORM TO ASTM A615, GRADE

60 WITH LESS THAN 2 PERCENT DAMAGED COATING IN EACH 12 INCH BAR

LENGTH. WELDED WIRE FABRIC SHALL BE EPOXY COATED AND CONFORM TO

ASTM A884, CLASS A, TYPE 1 COATED STEEL WIRE WITH LESS THAN 2 PERCENT

DAMAGED COATING IN EACH 12 INCH WIRE LENGTH.

5. ALL REINFORCING SHALL BE DETAILED, FABRICATED, SUPPORTED, AND PLACED

IN ACCORDANCE WITH THE "ACI DETAILING MANUAL" AND CRSI'S "MANUAL OF

STANDARD PRACTICE", LATEST EDITIONS.

6. REINFORCING SHALL BE PLACED WITH CONCRETE COVER AS SHOWN IN DETAILS.

WHERE BAR PLACEMENT IS NOT SHOWN, PROVIDE CONCRETE COVER PER ACI,

SECTION 7.7 WITH THE FOLLOWING MINIMUM DIMENSIONS WHERE CONCRETE IS:

CAST AGAINST EARTH 3 IN

EXPOSED TO EARTH & WEATHER 2 IN

NOT EXPOSED, SLABS & WALLS & JOISTS 3/4 IN

NOT EXPOSED, BEAMS & COLUMNS 1.5 IN

7. SPLICE REINFORCING BARS WITH CLASS "B" SPLICES, UNO, PER THE

REQUIREMENTS OF ACI, CHAPTER 12. PROVIDE MINIMUM OF 6" LAP SPLICING

FOR WWF IN SOG AND 12" FOR ELEVATED SLABS.

8. CONCRETE EXPOSED TO FREEZE THAW CYCLES SHALL HAVE 6% AIR

ENTRAINMENT. DO NOT AIR ENTRAIN CONCRETE TO BE TROWEL FINISHED.

9. CONCRETE FINISHING SHALL CONFORM TO ACI 301.

10. CONSTRUCTION JOINTS SHALL BE LOCATED ON THE SHOP DRAWINGS AND ARE

SUBJECT TO THE APPROVAL OF THE ENGINEER. LOCATE AT POINTS OF MINIMUM

SHEAR. REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINT UNLESS IT

ALSO FUNCTIONS AS A CONTROL JOINT (50% PASSES). SUBMIT DETAILS OF

CONSTRUCTION JOINTS IN THE SHOP DRAWINGS. HORIZONTAL CONSTRUCTION

JOINTS ARE NOT ALLOWED IN WALLS OR SLABS.

11. CONTROL JOINTS SHALL BE SPACED AT 15 FOOT MAXIMUM INTERVALS. LAYOUT

SHALL CREATE NEARLY SQUARE OR RECTANGULAR (1.5:1 MAX) SECTIONS.

SUBMIT CONTROL JOINT LAYOUT FOR APPROVAL.

12. PROVIDE 3/4" CHAMFERS AT ALL EDGES THAT ARE EXPOSED TO VIEW IN THE

FINISHED STRUCTURE.

e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

4' BOTTOM WIDTH 3' & VARIES

3:1 & VARIES

SCALE:

BIORETENTION DETAIL

NO SCALE

C3.8

6"

6" 6"

1.5' MIN. (SEE

GRADING PLAN)

3:1 MAX

PRE-MIXED PLANTING SOIL (BY VOLUME)

60% DRAINAGE SAND (MINIMUM)

LESS THAN 30% SILT CONTENT

LESS THAN 10% CLAY CONTENT

SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.

BIORETENTION PLANTINGS IN 4" OF HARDWOOD

MULCH (SEE LANDSCAPING SHEETS)

3/8" DIA. GRAVEL

(ASTM C-33 NO. 8)

EXISTING SOIL SUBGRADE SHALL

BE TILLED OR "RIPPED" 12" DEEP

BEFORE BACKFILLING

4" DIA. SCHED. 40 PVC PERFORATED PIPE,

3/8" DIA. HOLES, TWO SIDES, FACING

DOWN, 2" OFF BOTTOM OF EXCAVATION

3/4" DIA. GRAVEL

(ASTM C-33 NO. 6 OR 7)

6" SAND (ASTM C-33

FINE AGGREGATE)

MSD TYPE 4 GEOTEXTILE

FABRIC (SIDES ONLY) 6" MAX.

OVERLAP ON BOTTOM (TYP.)

COMPACTED SUITABLE SOIL

WITH 4" THICK TOPSOIL LAYER

1"

6"

EXISTING PAVEMENT

VARIES

EXISTING CURB

W

IN

DS

OR

P

LA

CE

EXISTING CONCRETE SIDEWALK

VARIES FROM 5' TO 7'*

PREPARED SUBGRADE

X'

COMPACTED SUITABLE SOIL

WITH 4" THICK TOPSOIL LAYER

6"

2"R

2-7/8" O.D.

CORNER

END POST

1-5/8" O.D. BOTTOM RAIL

14"Ø

4"

1-5/8" O.D. TOP RAIL

12"Ø

4"

1.9" O.D. LINE POST

1-5/8" O.D. BRACE RAIL

CHAIN LINK (TOP & BOTTOM

SELVAGE KNUCKLED) 9 GA. X 2"

MESH (BLACK VINYL COATED)

TRUSS ROD

TURN BUCKLE

TENSION BARFABRIC TIES

@ 12" O.C.

FINISHED

GRADE

CLASS SI CONCRETE

ENCASEMENT (TYP)

FASTEN CHAIN

LINK MESH WITH

LINE POST TIES

1.9" O.D.

LINE POST

7'- 0"

SCALE:

CHAIN LINK FENCE, 7' HIGH

NO SCALE

C3.8

3'- 0"

3"

2-7/8" O.D. ROUND

1-5/8" O.D.

BOTTOM RAIL WELD ALL JOINTS

TO ENSURE A

RIGID FRAME

PROVISION

FOR PADLOCK

3'- 6"

CLASS SI CONCRETE

ENCASEMENT (TYP)

12"Ø

4"

12"Ø

3"

1-5/8" O.D.

TOP RAIL

CHAIN LINK (TOP & BOTTOM

SELVAGE KNUCKLED) 9 GA. X 2"

MESH (BLACK VINYL COATED)

FINISHED

GRADE

SCALE:

SINGLE GATE FOR 7' FENCE

NO SCALE

C3.8

1-5/8" O.D.

BRACE RAIL

7'- 0"

5.0'

SCALE:

CANTILEVERED SLIDING GATE

NO SCALE

C3.8

POST

TOPS

FL

AT

KEEPER

7.0'

6"

L (NOT TO SCALE)

PICKET AREA OVERHANG

(OMIT PICKETS)

POST TOP2A

C3.5

SCALE: NO SCALE

CANTILEVERED SLIDING

GATE SECTION (TYP)2A

C3.5

2 12" 14 GA POST TRUCK ASSEMBLY

STEEL TRACK

3" NOM

3 15 16"

GUIDE ROLLER ASSEMBLY

INDUSTRIAL

DRIVE RIVET

1 12" X 1 7 16"

RAIL

2 12" 14 GA POST

PROVIDE CONCRETE FOOTING.

DIAMETER OF FOOTING SHALL BE NO

LESS THAN 4(X) POST DIAMETER (TYP).

3'-0"

6"

WELDED

JOINT

STEEL TRACK/

RAIL

STEEL

TRACK/

RAIL

INDUSTRIAL

DRIVE RIVET

PROVIDE PADLOCKS WITH CORBIN-RUSSWIN LARGE FORMAT 62A1 - 6 PIN FOR ALL GATES.

1 12" X 1 7 16"

RAIL

1 12" X 1 7 16"

RAIL

REPLACE PICKETS WITH CHAIN LINK (TOP & BOTTOM SELVAGE KNUCKLED) 9 GA. X 2" MESH (BLACK VINYL COATED).

INSTALL MESH AS DETAILED IN DETAIL 2 OF THIS SHEET.

SITEALTERNATE PLAN

C3.8

DETAILS

NOTE: SHEET 4.1 WILL BE UPDATED TO REFLECT THIS GRADING IN CONSTRUCTION PHASE

IF THE ALTERNATE DESIGN IS CHOSEN OVER THE CURRENT DESIGN.

18' FOR NORTH BIOSWALE, 15' FOR BIOSWALE

BETWEEN STAFF AND MAINTENANCE LOT.

N

SCALE: 1" = 30'

C4.1

GRADING

PLAN

NEW WORK LEGEND

ADA COMPLIANT LANDING, < 2% CROSS-SLOPE IN ALL

DIRECTIONS

ADA COMPLIANT RAMP, < 8% SLOPE WITH < 2%

CROSS-SLOPE

PROPOSED SIDEWALK ELEVATION

PROPOSED EDGE OF PAVEMENT ELEVATION

MATCH EXISTING ELEVATION

PRE-MIXED PLANTING SOIL (BY VOLUME)

NEW BIOSWALE/PLANTINGS AREA SEE DETAIL 5 ON C3.4

XXX.XX

XXX.XX

XXX.XX

o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

C4.2

C4.2

C4.2

C4.2

C4.2

C4.2

C4.2 e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

SCALE: 1"'=5'

STAFF AND

PATIENT ENTRANCES1

C4.2

SCALE: 1"=5'

MAINTENANCE

SOUTH ENTRANCE2

C4.2

GRADING DETAILS

C4.2

N

SCALE: 1" = 5'

N

SCALE: 1" = 5'

SCALE: 1"=5'

MAINTENANCE

NORTH ENTRANCE3

C4.2

N

SCALE: 1" = 5'

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 9"

TOP OF BARRIER CURB TO MATCH

PROP SIDEWALK GRADE

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 9"

TOP OF BARRIER CURB TO MATCH

PROP SIDEWALK GRADE

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 9"

TOP OF BARRIER CURB TO MATCH

PROP SIDEWALK GRADE

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 9"

TOP OF BARRIER CURB TO MATCH

PROP SIDEWALK GRADE

4' 6.5' 7.5' 4'

4' 7.5' 7.5' 4'

5' 5'

5' 5'

4' 6.5'

6'

4' 7'

5'

4'6.5'

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 9"

TOP OF BARRIER CURB TO MATCH

PROP SIDEWALK GRADE

5'

4'

4'

4'

6.5'

6'

10.5'

6'

NEW WORK LEGEND

ADA COMPLIANT LANDING, < 2% CROSS-SLOPE IN ALL

DIRECTIONS

ADA COMPLIANT RAMP, < 8% SLOPE WITH < 2%

CROSS-SLOPE

PROPOSED SIDEWALK ELEVATION

PROPOSED EDGE OF PAVEMENT ELEVATION

MATCH EXISTING ELEVATION

XXX.XX

XXX.XX

XXX.XX ME

5'5' e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h t h s i n o t o n e h a l f i n o t t h r e e q u a r t e r s i n o t o n e i n o t o n e a e h a l f i n c h e o t t h r e e i n c h e o t

VA FORM 08-6231

VETERANS

HEALTH

ADMINISTRATION

BID DOCUMENTS

ST. LOUIS, MO

Drawing Number

Project Number

Date

-OF-

Project Title

Building Number

Location

Checked Drawn

Approved: Project Director

Drawing Title

VASTLHCS DEMOLISH

SEXTRO WAREHOUSE

JOHN COCHRAN DIVISION

657-CSI-603JC

Dwg.

ARCHITECT:

SPUR DESIGN

320 NW 10TH ST., SUITE A

OKLAHOMA CITY, OK 73103

PHONE: 405.842.6100

CERTIFICATE OF AUTHORITY:

MO #2012034754 (ARCHITECTURE)

CIVIL ENGINEER:

OATES ASSOCIATES

700 OLIVE, SUITE 700

ST. LOUIS, MO 63101

PHONE: 314.588.8381

CERTIFICATE OF AUTHORITY:

MO #001166 (ENGINEERING)

LAND SURVEYING:

GLASPER PROFESSIONAL SERVICES, INC.

13100 MANCHESTER RD., SUITE 85

ST. LOUIS, MO 63131

PH: 314.966.9987

CERTIFICATE OF AUTHORITY:

MO #2011027103 (LAND SURVEYING)

04/25/2018

ELECTRICAL ENGINEER:

SPUR DESIGN

11020 KING ST., SUITE 350

OVERLAND PARK, KS 66210

PH: 913.369.7200

CERTIFICATE OF AUTHORITY:

MO #2014031351 (ENGINEERING)

TLC JRD

GRADING DETAILS

C4.3

SCALE:

SPEED TABLE

1"=5'

C4.2

N

SCALE: 1" = 5'

SCALE: 1"=5'

SPRING AVE AND

BELL AVE CURB RAMP5

C4.2

N

SCALE: 1" = 5'

SCALE: 1"=5'

SPRING AVE AND

WINDSOR PL CURB RAMP6

C4.2

N

SCALE: 1" = 5'

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 6"

NEW WORK LEGEND

ADA COMPLIANT LANDING, < 2% CROSS-SLOPE IN ALL

DIRECTIONS

ADA COMPLIANT RAMP, < 8% SLOPE WITH < 2%

CROSS-SLOPE

PROPOSED SIDEWALK ELEVATION

PROPOSED EDGE OF PAVEMENT ELEVATION

MATCH EXISTING ELEVATION

XXX.XX

XXX.XX

XXX.XX ME

10'

5'

7' 7'

6.5'

10'7' 7'

6.5'

5'

5'

4'

6'

5'

4'10'

5'

4'7'

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 6"

6'

4'

7'VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 6"

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 6"

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 6"

VARIABLE HEIGHT BARRIER CURB

HEIGHT VARIES 0" TO 6"