36C25518R0485-017.pdf

GENERAL NOTES

1. ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS IN THE LATEST EDITION OF THE METROPOLITAN ST. LOUIS SEWER

DISTRICT'S "STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES ”, THE METROPOLITAN ST. LOUIS SEWER DISTRICT'S "STANDARD DETAILS", CITY OF ST. LOUIS BOARD OF PUBLIC SERVICE "STANDARD SPECIFICATIONS, BID ITEMS AND STANDARD DETAILS FOR STREET AND ALLEY CONSTRUCTION", AND THE MISSOURI HIGHWWAYS AND TRANSPORTATION COMMISSION'S "MISSOURI STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", IN SO FAR AS THEY APPLY, EXCEPT THAT ALL REFERENCES TO MEASUREMENT AND PAYMENT

SHALL BE DELETED.

2. A PORTION OF THE EXISTING PARKING LOT TO THE NORTH OF THE WAREHOUSE SHALL BE USED AS A CONTRACTOR STAGING AREA DURING THE DEMOLITION PHASE. THIS AREA SHALL BE KEPT SECURE. NO STAGING WILL BE ALLOWED AT ANY OTHER LOCATION. IF THE EXISTING NATURAL RESOURCES, SIDEWALKS, LANDSCAPING OR OTHER SURFACES ARE DAMAGED BY THE CONTRACTOR, THEY SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. DURING THE CONSTRUCTION PHASE, A PORTION OF THE PROPOSED PARKING

LOT SITE SHALL BE USED AS A CONTRACTOR STAGING AREA.

3. ANY UNSUITABLE MATERIAL ENCOUNTERED DURING CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED WITH SUITABLE MATERIAL AS APPROVED BY THE ENGINEER. THE COST TO REMOVE AND REPLACE UNSUITABLE MATERIAL THAT WAS NOT VISIBLE DURING THE PREBID WALK-THRU WILL BE CONSIDERED AN UNFORSEEN CONDITION AND WILL BE PAID FOR AS AN AGREED PRICE OR ON A TIME AND MATERIAL

BASIS.

4. FULL DEPTH SAW CUTTING ON ALL EDGES FOR REMOVAL ITEMS SHALL BE INCLUDED IN THE COST FOR REMOVAL OF IMPROVEMENTS. SAWCUT

EDGE AND MATCH NEW PAVEMENT TO EXISTING PAVEMENT WITH A CRISP EDGE.

5. ALL EXISTING FEATURES SUCH AS PAVEMENT, CURB, SIDEWALK, DRIVEWAY PAVEMENT, CULVERTS, HEADWALLS, RIPRAP, FENCING, RETAINING WALLS, ETC. WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE REMOVED BY THE CONTRACTOR UNLESS NOTED OTHERWISE ON THE PLANS., EXCEPT FOR THOSE CONSIDERED UNFORSEEN, THE COST TO REMOVE EXISTING FEATURES REQUIRED TO CONSTRUCT THE

PROJECT SHALL BE INCLUDED IN THE COST BID FOR THE PROJECT.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO ORDERING MATERIALS AND COMMENCING

CONSTRUCTION.

7. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS TO THE AREA SHOWN ON THE PLANS. ANY AREA DISTURBED BEYOND THESE LIMITS SHALL

BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

8. THE CONTRACTOR SHALL FERTILIZE, SEED AND MULCH OR SOD ALL EARTH SURFACES DISTURBED BY CONSTRUCTION, EXCEPT AS NOTED IN THE PLANS. CONTRACTOR SHALL SEED, FERILIZE AND MULCH LAWN AREAS WITH 8# PER 1,000 SF OF FINE LEAF TURF-TYPE FESCUE. FERTILIZER SHALL BE APPLIED AT A RATE OF 1:1:1 AT 6 LBS OF NUTRIENTS PER 1,000 SF. STRAW MULCH SHALL BE INSTALLED AT ALL AREAS THAT ARE SEEDED AND FERTILIZED. MULCH SHALL BE APPLIED AT AN APPLICATION RATE OF 2 TONS PER ACRE AND CRIMPED TO THE EARTH FOR

STABILIZATION.

9. PROVIDE THE NECESSARY SIGNS AND BARRICADES WHILE WORKING THROUGHOUT THE CONSTRUCTION PERIOD INCLUDING PLACING BARRICADES AT THE PROJECT ENTRANCES TO PREVENT PUBLIC ENTRY. ALL MATERIAL PILES, EQUIPMENT, OPEN EXCAVATIONS OR THEIR OBSTRUCTIONS OR HAZARDS TO MOTORISTS OR PEDESTRIANS SHALL BE ENCLOSED BY FENCES OR PROTECTED BY BARRICADES.

10. THE CONTRACTOR SHALL INSPECT AND ACCEPT THE SITE CONDITIONS PRIOR TO MOBILIZATION. NO ADDITIONAL PAYMENT WILL BE MADE FOR EXISTING CONDITIONS SUCH AS UNSUITABLE GRADES, UNSTABLE BASE REPAIRS, OR EROSION CONTROL REPAIRS THAT SHOULD BE KNOWN AT

THE TIME THE PARKING LOT CONTRACTOR ASSUMED THE SITE FROM THE DEMO CONTRACTOR.

11. THE CONTRACTOR SHALL MAKE SURE ALL STREET LIGHTS ARE ON AT DUSK EVERY DAY.

12. THE CONTRACTOR SHALL OBTAIN ANY EASEMENTS NEEDED FOR CONSTRUCTION ACCESS.

13. THE DEMOLITION CONTRACTOR SHALL ASSUME OWNERSHIP OF ALL CONTENTS LEFT WITHIN BUILDING.

14. EXCAVATED SOILS SHALL NOT BE CONSIDERED OR USED OFF SITE AS CLEAN FILL; MUST BE DISPOSED IN ACCORDANCE WITH RSMo 260.200-345 AT A LICENSED SANITARY LANDFILL FOLLOWING COORDINATION AND APPROVAL BY OWNER. SEE APPLICABLE SECTIONS OF SPECIFICATION

02.83.33.13 FOR DETAILS.

15. SOILS SCHEDULED FOR EXCAVATION MAY CONTAIN LEAD ABOVE USGS BACKGROUND CONCENTRATIONS; CONTRACTORS PERFORMING SOIL EXCAVATION RESPONSIBLE FOR DEMONSTRATING COMPLIANCE WITH 29 CFR 1926.62. SEE APPLICABLE SECTIONS OF SPECIFICATION 02.83.33.13

FOR DETAILS.

ABBREVIATIONS

SYMBOLS LEGEND

XX

XX

ELEVATION

REFERENCE

DETAIL

REFERENCE

SECTION

REFERENCE

DRAWING REVISION

DEMOLITION

KEYNOTE

PLAN KEYNOTE

SIGN (TRAFFIC)

SIGN (ADVERTISEMENT)

TELEPHONE / POWER POLE

LIGHT POLE

ANCHOR POLE

GUY WIRE

FIRE HYDRANT

GAS VALVE

WATER VALVE

ELECTRIC METER

GAS METER

TELEPHONE BOX

ELECTRIC BOX

MAILBOX

CLEANOUT

AREA INLET

CATCH BASIN

CURB INLET

MANHOLE

TRAFFIC SIGNAL BOX

TRAFFIC SIGNAL

HANDHOLE

CONTROL POINT

BENCHMARK

LEGEND

AI AREA INLET

BIT BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BO BY OTHERS (USED IN CONJUNCTION

WITH TBA & TBR)

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY BLOCK

CO CLEANOUT

COM COMMUNICATIONS

CONC CONCRETE

CONSTR CONSTRUCTION

CP CONTROL POINT

CY CUBIC YARD

DIA DIAMETER

DND DO NOT DISTURB

DS DOWN SPOUT

E EAST

EA EACH

EL ELEVATION

ELEC ELECTRIC

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EQ EQUAL

EX EXISTING

EXP EXPANSION

FES FLARED END SECTION

FF FINISHED FLOOR

FL FLOW LINE

FO FIBER OPTIC

FT FEET

GI GRATE INLET

GND GROUND

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HMA HOT-MIX-ASPHALT

HT HEIGHT

IN INCHES

INV INVERT

LF LINEAR FEET

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NTS NOT TO SCALE

OFS OVER-FLOW STRUCTURE

PC PORTLAND CEMENT

PK PK NAIL

PVC POLYVINYL CHLORIDE PIPE

QTY QUANTITY

R RADIUS

RCP REINFORCED CONCRETE PIPE

ROW RIGHT OF WAY

S SOUTH

SAN SANITARY

SEW SEWER

SF SQUARE FEET

STA STATION

STD STANDARD

SY SQUARE YARD

TBA TO BE ADJUSTED

TBR TO BE REMOVED

TBS TO BE SAVED

TBRL TO BE RELOCATED

TBV TO BE VACATED

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEL TELEPHONE

TYP TYPICAL

W WEST

WTR WATER

WWF WELDED WIRE FABRIC

UTILITY CONTACTS

THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION THAT MAY REQUIRE ADJUSTMENT, RELOCATION OR REMOVAL. ALL ARE MEMBERS OF MISSOURI ONE CALL., UNLESS NOTED OTHERWISE.

METROPOLITAN ST. LOUIS SEWER DISTRICT CITY OF ST. LOUIS WATER DIVISION

2350 MARKET STREET 1640 S. KINGSHIGHWAY

ST .LOUIS, MO. 63103 ST. LOUIS, MO. 63110

314-768-6200 314-633-9000

SPIRE ENERGY CHARTER COMMUNICATIONS

700 MARKET STREET #815 CHARTER COMMONS

ST. LOUIS, MO. 63101 MANCHESTER, MO. 63017

314-342-0500 636-220-2174

AT&T AMEREN UE

402 NORTH THIRD STREET 12121 DORSETT ROAD

ST. CHARLES, MO. 63301 MARYLAND HEIGHTS, MO. 63043

636-448-9607 P.O. BOX 66149, MC 657

314-344-9504

THE ABOVE INFORMATION REPRESENTS THE BEST INFORMATION AVAILABLE TO THE OWNER AND IS ONLY INCLUDED FOR THE CONVENIENCE OF THE BIDDER. IT IS UNDERSTOOD AND AGREED THAT THE CONTRACTOR HAS TAKEN THE FOREGOING INTO CONSIDERATION IN PREPARING HIS/HER BID, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY DELAYS OR INCONVENIENCE CAUSED BY SAME.

UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. MISSOURI LAW REQUIRES A MINIMUM 48-HOUR NOTICE TO ALL UTILITY COMPANIES BEFORE DIGGING. FIELD LOCATIONS OF UNDERGROUND FACILITIES MAY BE OBTAINED BY CALLING THE MISSOURI ONE CALL SYSTEM AT 1-800-DIG-RITE AND PROVIDING 48 HOURS ADVANCE NOTICE. AGENCIES KNOWN TO HAVE

FACILITIES WITHIN THE PROJECT LIMITS ARE LISTED BELOW.

ANY FACILITIES OR APPURTENANCES WHICH ARE THE PROPERTY OF ANY PUBLIC UTILITY LOCATED WITHIN THE LIMITS OF CONSTRUCTION SHOULD BE RELOCATED OR ADJUSTED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE OWNERS OF ANY SUCH FACILITY IN THEIR REMOVAL AND REARRANGEMENT OPERATIONS IN ORDER THAT THESE OPERATIONS AND THE CONSTRUCTION OF THIS PROJECT MAY PROGRESS IN A REASONABLE MANNER. ALL ROADSIDE OBJECTS (UTILITY POLES, FIRE HYDRANTS, SIGNS, ETC.) SHALL BE RELOCATED TO PROVIDE A MINIMUM OF 2 FEET CLEARANCE, MEASURED FROM THE FACE OF CURB TO THE NEAR EDGE OF THE OBJECT. THE COST OF ANY NECESSARY RELOCATIONS MAY BE INCURRED BY THE OWNER IF OTHER ARRANGEMENTS CANNOT BE MADE OR PRIOR AGREEMENTS ARE NOT IN PLACE

EX NEW EX NEW

MISSOURI ONE CALL SYSTEM, INC

PHONE: 1-800-DIG-RITE

WATER LINE

GAS LINE

TELEPHONE LINE

OVERHEAD ELECTRIC LINE

ELECTRIC LINE

FIBER OPTIC LINE

STORM SEWER

COMBINED SANITARY/STORM SEWER

SANITARY SEWER (GRAVITY)

SANITARY SEWER (FORCE MAIN)

FENCE LINE

TREE LINE

CONTOUR LINE

LIMITS OF CONST

CONCRETE CONTROL JOINT

CONCRETE EXPANSION JOINT

LINETYPES

500 500

EX NEW

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

C0.1

GENERAL NOTES | ABBREVIATIONS |

SYMBOLS

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

MSD STANDARD CONSTRUCTION NOTES

STANDARD CONSTRUCTION:

ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD INSPECTION, SHALL CONFORM TO THE METROPOLITAN ST. LOUIS SEWER DISTRICT, STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO.

SOME RECENT CHANGES CONCERN PIPE FIELD TESTING AND PERFORMANCE, AND INCLUDE THE FOLLOWING:

PART 4 - PIPE SEWER CONSTRUCTION

SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING - DELETE THE FIRST SENTENCE AND THE FOLLOWING REPLACEMENT APPLIES:

ALL SANITARY AND COMBINED SEWERS SHALL SUSTAIN A MAXIMUM LEAKAGE LIMIT OF 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING, SUBPARAGRAPH C, INFILTRATION/EXFILTRATION TESTING - DELETE THE SIXTH

SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING REPLACEMENT APPLIES:

THE MEASUREMENT OF LEAKAGE SHALL NOT EXCEED 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI

DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH A, VACUUM TESTING - AFTER THE FIRST SENTENCE, THE FOLLOWING

ADDITION APPLIES:

THE VACUUM TEST MUST BE PERFORMED PRIOR TO BACKFILLING AROUND THE MANHOLE UNLESS THE CONTRACTOR PROVIDES DOCUMENTATION FROM THE PRECAST MANHOLE MANUFACTURER STATING THAT THE MANHOLE MAY BE VACUUM TESTED AFTER BACKFILLING HAS TAKEN PLACE. THE CONTRACTOR MUST SUBMIT THIS DOCUMENTATION PRIOR TO BACKFILLING AROUND ANY MANHOLE.

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH B, EXFILTRATION TESTING - DELETE THE SECOND SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING ADDITION APPLIES:

FOR EXFILTRATION TESTING, THE ALLOWABLE LEAKAGE LIMIT IS 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY WHEN THE AVERAGE

HEAD ON THE TEST SECTION IS THREE FEET (3') OR LESS.

NOTE - PIPE JOINTS WITH ADAPTERS AND COUPLINGS SHALL BE SUPPLIED AND INSTALLED WITH 316 STAINLESS STEEL NUT AND BOLT CLAMPS (T-BOLT) CONFIGURATION; AND WITH STAINLESS STEEL SHEAR BANDS, BEING A MINIMUM OF TWELVE (12) MILS (MSD STD. CONST. SPECS. PT. 2 SUBSECTION H-11). WORM DRIVE HOSE CLAMPS AND CONCRETE BACKFILLING (CAUSTICITY) WILL NO LONGER BE ALLOWED AT THOSE JOINTS. GRANULAR BACKFILL SHOULD BE USED. IF FLOWABLE FILL IS REQUIRED, THE CONTRACTOR SHALL WRAP AND TAPE THE ADAPTERS AND COUPLINGS WITH A SIX (6) MIL

POLYETHYLENE SHEET.

PRIOR TO OBTAINING A CONSTRUCTION PERMIT FROM THE METROPOLITAN ST. LOUIS SEWER DISTRICT, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE DISTRICT WITH A COPY OF AN EXECUTED CERTIFICATE OF INSURANCE INDICATING THE THE PERMITTEE HAS OBTAINED AND WILL CONTINUE TO CARRY COMMERCIAL GENERAL LIABILITY AND COMPREHENSIVE AUTO LIABILITY INSURANCE. THE REQUIREMENTS AND LIMITS SHALL BE AS STATED IN THE "RULES AND REGULATIONS AND ENGINEERING DESIGN REQUIREMENTS FOR SANITARY AND STORMWATER DRAINAGE FACILITY, SECTION 10.090 (ADDENDUM).

ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORM WATER MANAGEMENT PER MSD REGULATIONS IN PLACE AT THAT TIME

(INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN).

DETENTION FOR ANY FUTURE DEVELOPMENT SHALL INCLUDE THESE IMPROVEMENTS AS WELL.

ANY ABANDONED SEWERS SHALL BE REMOVED OR COMPLETELY GROUT FILLED.

ALL FILLED AREAS, INCLUDING TRENCH BACKFILLS, UNDER BUILDINGS, PROPOSED STORM AND SANITARY SEWER LINES, AND PAVED AREAS SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT OF "MODIFIED PROCTOR". FILL IS TO BE PLACED IN A MAXIMUM OF 9-INCH LIFTS. TESTS SHALL BE TAKEN AT A MAXIMUM OF 50-FOOT INTERVALS ALONG THE ROUTE OF THE PIPE; AT A MAXIMUM OF 2-FOOT VERTICALLY; AND LATERALLY ON EACH SIDE OF THE PIPE, AT A DISCHARGE EQUAL TO THE DEPTH OF FILL OVER THE PIPE. A COPY OF THESE RESULTS WILL BE SUBMITTED TO MSD PRIOR TO

CONSTRUCTION APPROVAL.

DURING OCTOBER, 2017 GLASPER PROFESSIONAL SERVICES TIED THIS SITE TO THE HATIONAL GEODETIC SURVEY (NGS) CONTINUOUSLY OPERATING REFERENCE STATION (CORS) NETWORK USING REAL TIME KINEMATIC GPS METHODS IN RELIANCE ON THE “MODOT GNSS NETWORK” SERVICE OPERATED BY MISSOURI DEPARTMENT OF TRANSPORTATION. THE ON-SITE RTK ROVER USED WAS A TRIMBLE R8 GNSS.

GPS OBSERVATIONS ARE TIED TO A NETWORK OF COOPERATIVE CORS STATIONS OPERATED BY THE “MODOT RTK NETWORK” IN RELIANCE ON BASE STATION DATA AND GPS CORRECTIONS GENERATED BY THE “MODOT RTK NETWORK”. ONE OF SEVERAL COOPERATIVE CORS STATIONS WITHIN THE “MODOT GNSS NETWORK” WAS “MOBF”. GLASPER PROFESSIONAL SERVICES PERFORMED A CONVENTIONAL GROUND TRAVERSE USING A TRIMBLE S-7 ELECTRONIC TOTAL STATION THROUGH THE GPS OBSERVED POINTS. WE ADJUSTED THE GROUND TRAVERSE AND CONSTRAINED IT TO THE GPS RESULTS. TO THE BEST OF OUR KNOWLEDGE, THE CALCULATED STATE PLANE COORDINATES MEET THE “URBAN” ACCURACY STANDARDS OF THE MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS RELATIVE TO COOPERATIVE

CORS STATION “MOBF”.

PROJECT BENCHMARK:

19F - 129

133.17 (CITY DATUM)

546.86 (U.S.G.S. DATUM)

"SQ" ON THE SOUTH END OF STONE SILL UNDER SHOW WINDOW ON EAST SIDE OF 1021 N. GRAND AVE.;

NORTHWEST CORNER OF WINDSOR PLACE.

PROJECT BENCHMARKS

SITE BENCHMARK 1 ELEVATION 538.90

PK NAIL SET AT THE NORTHEAST CORNER OF THE PROJECT SITE. NAIL IS SET ON EAST SIDE OF ST.

ALPHONSUS ST. ; APPROXIMATELY 7' SOUTH OF THE FACE OF CURB OF WINDSOR PLACE.

SITE BENCHMARK 2 ELEVATION 539.39

CROSS SET AT THE SOUTHEAST CORNER OF THE PROJECT SITE. THE CROSS IS ON THE EAST SIDE OF

ALPHONSUS ST.; APPROXIMATELY 4' NORTH OF THE CURB OF BELL AVE.

MSD NOTES

C0.2

CONTRACTOR'S INSURANCE

MSD CONSTRUCTION NOTES

MSD BENCHMARKS

EXISTING WAREHOUSE EXISTING WAREHOUSE

7.9

4'

164.96' 758.55'

8.0

6'

441.93'272.34'87.82' 122.41'

KEYED NOTES

EXISTING BUILDING

EXISTING BRICK PAVEMENT

MAN DOOR

BOLLARD ASSEMBLY

OVERHEAD GARAGE DOOR OPENING

CONCRETE STEPS

1 TYP

TYP 1 TYP

1 TYP1 TYP1 TYP

3 TYP 3 TYP 3 TYP

3 TYP3 TYP3 TYP

TYP

TYP

TYP

1TYP

N

SCALE: 1" = 30'

EXISTING PARKING LOT USE

FOR CONTRACTOR STAGING

AREA DURING BUILDING

DEMOLITION

C1.1

EXISTING

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

CONDITIONS

5 3

66 6

6 6

12 12 12

121212

TYP

TYP

TYP

3 3

TYP

TYP TYP

TYP

TYPTYP

TYP TYP TYP

TYPTYPTYP

13 TYP

TYP

TYP

TYP

TYP

W

AT

ER

GAS

KEYED NOTES

EXISTING CONCRETE PAVEMENT, TBR

EXISTING BUILDING, TBR - SEE STRUCTURAL DEMO PLAN

EXISTING BRICK PAVEMENT, USE IN PLACE

EXISTING CONCRETE OR GRANITE CURB, TBR

EXISTING UNDERGROUND COAL SHOOT, TBR AND FILLED

EXISTING ASPHALT PAVEMENT, TBR

EXISTING GRASS, TBR

CONSTRUCTION LIMITS

EXISTING TRENCH DRAIN, TBR

EXISTING BOLLARD ASSEMBLY OR STEEL BEAM, TBR

EXISTING LIGHT POLE, DND

EXISTING INLET, USE IN PLACE

EXISTING FIRE HYDRANT, USE IN PLACE

EXISTING POWER POLE, USE IN PLACE

EXISTING ENTRANCE, TBR

EXISTING ROOF DRAIN, TBR

EXISTING OVERHEAD ELECTRIC/COMM, TBR

EXISTING PARKING METER, TBR & RESET (COORDINATE WITH BPS)

EXISTING MAN DOOR, TBR

EXISTING OVERHEAD GARAGE DOOR OPENING, TBR

CONCRETE STEPS, TBR

EXISTING INLET, RECONSTRUCT

EXISTING CLEANOUT CAP AT BUILDING, ABANDON IN PLACE

EXISTING CLEANOUT, TBR

EXISTING WATER METER, TBR

EXISTING GAS METER, TBR

EXISTING UTILITY MANHOLE, USE IN PLACE

EXISTING SEWER MANHOLE, USE IN PLACE

EXISTING SEWER MANHOLE, TBR

EXISTING WATER METER, ABANDON IN PLACE

EXISTING POWER POLE, TBR

EXISTING SIGN, TBR

ALL EXISTING FEATURES SUCH AS PAVEMENT, CURB, SIDEWALK, DRIVEWAY

PAVEMENT, CULVERTS, HEADWALLS, RIPRAP, FENCING, RETAINING WALLS,

ETC. WITHIN THE PROPOSED CONSTRUCTION LIMITS SHALL BE REMOVED BY

THE CONTRACTOR UNLESS NOTED OTHERWISE ON THE PLANS. THE

REMOVAL LIMITS SHALL BE LEFT AT A UNIFORM GRADE ACCORDING TO

SHEET C2.1. ALL FILL MATERIAL SHALL BE 11

2" MINUS GRADATION FREE OF

DELETERIOUS MATERIALS ACCORDING TO THE PROJECT MANUAL.

PROVIDE SANITARY SEWER DESTROYS FROM BUILDINGS TO BE

DEMOLISHED IN ACCORDANCE WITH MSD AND CITY OF ST. LOUIS

REGULATIONS, INCLUDING ANY AND ALL PERMITS.

2 - COMBINED DESTROY (UNKNOWN SIZE)

1 - 15" COMBINED DESTROY

1 - 12" COMBINED DESTROY

2 - 6" COMBINED DESTROY

PROVIDE WATER DESTROYS IN ACCORDANCE WITH THE ST. LOUIS CITY

WATER DIVISION AND STREET DEPARTMENT. ESTIMATED DESTROYS

SHALL INCLUDE:

5 - WATER DESTROY (UNKNOWN SIZE)

1 - 3" WATER DESTROY

1 - 6" WATER DESTROY

1 - 8" WATER DESTROY

SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION

COORDINATE GAS SHUTOFFS / DESTROYS WITH SPIRE

REVIEW ELECTRIC PLANS FOR ELECTRIC SHUTOFFS / DETROYS

KNOWN SERVICE ENTRIES LISTED AND SHOWN FOR INFORMATION ONLY. COORDINATE WITH UTILITY COMPANIES

TO DISCONNECT / DESTROY ALL.

N

SCALE: 1" = 30'

ALL ROOF DRAINS TO BE CAPPED AND ABANDONED IN PLACE, UNLESS SHOWN TO BE REMOVED.

C2.1

REMOVAL

4 WATER

W

AT

ER

W

AT

ER

SE

W

ER

SE

W

ER

SE

W

ER

SE

W

ER

W

AT

ER

SE

W

ER

SE

W

ER

GA

S

SEW

ER

TYP

TYP

10 TYP

10 TYP

16 16

W

AT

ER

W

AT

ER

W

AT

ER

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

THE CONTRACTOR SHALL MAKE SURE ALL STREET LIGHTS ARE ON AT DUSK EVERY DAY.

EL

EC

TR

IC

/C

OM

M

EL

EC

TR

IC

/C

OM

M

EL

EC

TR

IC

/C

OM

M

EL

EC

TR

IC

/C

OM

M

EL

EC

TR

IC

/C

OM

M

EL

EC

TR

IC

/C

OM

M

PLAN

EL

EC

TR

IC

/C

OM

M

NOTE: SAWCUT EDGE & MATCH NEW PAVEMENT TO EXISTING PAVEMENT WITH A CRISP EDGE.

NOTE: THE CITY OF ST. LOUIS REQUIRES ROAD CLOSURE PERMITS AND FEES FOR METER AND ROAD CLOSURES.

THE CONTRACTOR SHALL INCLUDE COST FOR THESE IN BID.

THE CONTRACTOR SHALL OBTAIN ANY EASEMENTS NEEDED FOR CONSTRUCTION ACCESS.

THE DEMOLITION CONTRACTOR SHALL ASSUME OWNERSHIP OF ALL CONTENTS LEFT WITHIN BUILDING.

EXCAVATED SOILS SHALL NOT BE CONSIDERED OR USED OFF SITE AS CLEAN FILL; MUST BE DISPOSED IN ACCORDANCE WITH RSMo 260.200-345 AT A LICENSED SANITARY LANDFILL FOLLOWING COORDINATION AND APPROVAL BY OWNER. SEE APPLICABLE SECTIONS OF SPECIFICATION 02.83.33.13 FOR DETAILS.

SOILS SCHEDULED FOR EXCAVATION MAY CONTAIN LEAD ABOVE USGS BACKGROUND CONCENTRATIONS;

CONTRACTORS PERFORMING SOIL EXCAVATION RESPONSIBLE FOR DEMONSTRATING COMPLIANCE WITH 29

CFR 1926.62. SEE APPLICABLE SECTIONS OF SPECIFICATION 02.83.33.13 FOR DETAILS.

THE CONTRACTOR SHALL REUSE ANY EXISTING SALVAGEABLE GRANITE CURB.

KEYED NOTES

NEW HOT-MIX ASPHALT PAVEMENT , SEE DETAIL 1 ON C3.3

NEW PCC SIDEWALK AND CURB, SEE DETAIL 1 ON SHEET C3.2 FOR SIDEWALK IN R/W AND 7 FOR

SIDEWALK OUTSIDE R/W ON C3.3

NEW PCC PAVEMENT, SEE DETAIL 2 ON C3.3

NEW MODULAR BLOCK RETAINING WALL, SEE DETAIL 4 ON SHEET C3.4

NEW 1' WIDE DEPRESSED CONCRETE BUFFER, SEE DETAIL 7 ON SHEET C3.5

NEW CONCRETE BARRIER CURB, SEE DETAIL 6 ON SHEET C3.2

NEW 4" PAINT MARKING, WHITE

NEW ACCESSIBLE PARKING SIGN AND PIPE BOLLARD, SEE DETAILS 4, 5, AND 10 ON SHEET C3.3

NEW ACCESSIBLE PARKING STALL, SEE DETAIL 8 ON SHEET C3.2

NEW AREA INLET, SEE DETAIL 1 ON SHEET C3.6

NEW OUTLET STRUCTURE, SEE DETAILS 2, 3, AND 4 ON SHEET C3.6

NEW GATE ARMS AND CARD READER, SEE DETAILS 7 AND 8 ON SHEET C3.4

NEW MANUAL CANTILEVERED SLIDE GATE, SEE DETAIL 2 ON SHEET C3.5

NEW PIPE BOLLARD, SEE DETAIL 5 ON SHEET C3.3

NEW CROSSWALK SIGN, SEE DETAIL 1 ON SHEET C3.4

NEW CROSSWALK WARNING SIGN, SEE DETAIL 2 ON SHEET C3.4

NEW SALT STORAGE, SEE DETAILS 1-3 ON SHEET C3.7

NEW CONCRETE PARKING BLOCK, SEE DETAIL 6 ON SHEET C3.4

NEW ELECTRIC POWERED CANTILEVERED SLIDE GATE, SEE DETAILS 2 AND 5 ON SHEET C3.5

NEW ORNAMENTAL FENCE 7' TALL, SEE DETAIL 1 ON SHEET C3.5

NEW EMERGENCY EXIT MANGATE, SEE DETAIL 3 ON SHEET C3.5

NEW MANGATE, SEE DETAIL 4 ON SHEET C3.5

NEW OR REUSED GRANITE CURB, SEE DETAIL 3 ON SHEET C3.2

NEW 4" PAINT MARKING, YELLOW (TYP FOR PAINTED ISLANDS)

NEW 24" PAINT MARKING, WHITE

CURB CUT, 3' WIDE OPENING WITH 45-DEGREE TAPERS AT FULL HEIGHT CURB TRANSITION

NEW 1' WIDE CONCRETE BUFFER, SEE DETAIL 6 ON SHEET C3.5

LANDSCAPE BUFFER AREA

NUMBER OF PARKING SPACES IN ROW

N

SCALE: 1" = 30'

.0'

TY

P

9.0'

TYP

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

9.0'

TYP

BUS

PARKING

C3.1

SITE

PATIENT PARKING LOT SPACES = 170

ADA SPACES = 0 (ALL PATIENT ACCESSIBLE SPACES ARE

PROVIDED ADJACENT TO PATIENT DROP OFF AREA

STAFF PARKING LOT SPACES = 96

ADA SPACES = 5 (3 VAN ACCESSIBLE, 2 STANDARD SIZE

VEHICLE ACCESSIBLE

MAINTENANCE PARKING LOT SPACES = 9

ADA SPACES = 1 VAN ACCESSIBLE

1. SAWCUT EDGE & MATCH NEW PAVEMENT TO EXISTING PAVEMENT WITH A CRISP

EDGE.

2. THE CONTRACTOR SHALL MAKE SURE ALL STREET LIGHTS ARE ON AT DUSK EVERY

DAY.

3. THE CONTRACTOR SHALL INCLUDE PARKING METER COSTS AND ROAD CLOSURE

COSTS IN CONTRACTOR BID.

ROAD BLOCKINGS - $20/DAY/BLOCK FOR EACH CURB LANE, SIDEWALK OR

ALLEY; $30/DAY/BLOCK FOR EACH TRAFFIC LANE.

BLOCKING OR REMOVING METERS FROM USE: ONE TIME $25 APPLICATION

FEE PLUS $10/METER/DAY; EXCLUDING SUNDAY AND CITY HOLIDAYS.

CONTACT DEPARTMENT OF STREETS (314) 647-3111.

4. ALL CURB ALONG STREET TO BE RE-USED OR NEW GRANITE. ALONG ENTRANCES AND

PARKING LOT, NEW CURB TO BE CONCRETE.

13 15

C3.3

C3.3

5 C3 .2

.5'

6.0

2.0

.5'

6.0

2.0

TYP

4 TYP

4 TYP

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

9.0'

TYP

5 5

C3.3

C3.4

C3.3

26.0' 22.0'22.0'

22.0'

13 TYP 13 TYP

TYP

PLAN

R10.0'R10.0'

R5.0'

R10.0'R10.0' R10.0' R7.0'

R10.0'

R10.0'

R2.25' TYP

R10.0'

R4.0'R2.0'R4.5' TYP R4.0' R2.0'

R2.25' TYP

R7.0'

R4.5' TYP R5.0'

R5.0'

1 1

2 2 2

22 22 22

18 18 18

27.0

PATIENT LOTSTAFF LOT

MAINTENANCE

LOT

1717 1717

1 1

SITE PLAN NOTES

19 TYP

19 TYP19 TYP

19 TYP

19 TYP

TYP

TYP 9

X

KEYED NOTES

NEW HOT-MIX ASPHALT PAVEMENT , SEE DETAIL 1 ON C3.3

NEW PCC SIDEWALK AND CURB, SEE DETAIL 1 ON SHEET C3.2 FOR SIDEWALK IN R/W AND 7 FOR

SIDEWALK OUTSIDE R/W ON C3.3

NEW PCC PAVEMENT, SEE DETAIL 2 ON C3.3

NEW MODULAR BLOCK RETAINING WALL, SEE DETAIL 4 ON SHEET C3.4

NEW 1 ' WIDE DEPRESSED CONCRETE BUFFER, SEE DETAIL 7 ON SHEET C3.5

NEW CONCRETE BARRIER CURB, SEE DETAIL 6 ON SHEET C3.2

NEW 4" PAINT MARKING, WHITE

NEW ACCESSIBLE PARKING SIGN AND PIPE BOLLARD, SEE DETAILS 4, 5, AND 10 ON SHEET C3.3

NEW ACCESSIBLE PARKING STALL, SEE DETAIL 8 ON SHEET C3.2

NEW AREA INLET, SEE DETAIL 1 ON SHEET C3.6

NEW OUTLET STRUCTURE, SEE DETAILS 2, 3, AND 4 ON SHEET C3.6

NEW GATE ARMS AND CARD READER, SEE DETAILS 7 AND 8 ON SHEET C3.4

NEW MANUAL CANTILEVERED SLIDE GATE, SEE DETAIL 2 ON SHEET C3.5

NEW PIPE BOLLARD, SEE DETAIL 5 ON SHEET C3.3

NEW CROSSWALK SIGN, SEE DETAIL 1 AND 3 ON SHEET C3.4

NEW CROSSWALK WARNING SIGN, SEE DETAIL 2 ON SHEET C3.4

NEW SALT STORAGE, SEE DETAILS 1-3 ON SHEET C3.6

NEW CONCRETE PARKING BLOCK, SEE DETAIL 6 ON SHEET C3.4

NEW ELECTRIC POWERED CANTILEVERED SLIDE GATE, SEE DETAILS 2 AND 8 ON SHEET C3.5

NEW ORNAMENTAL FENCE 7' TALL, SEE DETAIL 1 ON SHEET C3.5

NEW EMERGENCY EXIT MANGATE, SEE DETAIL 3 ON SHEET C3.5

NEW MANGATE, SEE DETAIL 4 ON SHEET C3.5

NEW OR REUSED GRANITE CURB, SEE DETAIL 3 ON SHEET C3.2

NEW 4" PAINT MARKING, YELLOW (TYP FOR PAINTED ISLANDS)

NEW 24" PAINT MARKING, WHITE

CURB CUT, 3' OPENING WITH 45-DEGREE TAPERS AT FULL HEIGHT CURB TRANSITION

NEW 1' WIDE CONCRETE BUFFER, SEE DETAIL 6 ON SHEET C3.5

LANDSCAPE BUFFER AREA

N

SCALE: 1" = 30'

9.0'

TYP

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

.0'

TY

P

9.0'

TYP

BUS

PARKING

C3.1A

SITE

PATIENT PARKING LOT SPACES = 125

ADA SPACES = 0 (ALL PATIENT ACCESSIBLE SPACES ARE

PROVIDED ADJACENT TO PATIENT DROP OFF AREA

STAFF PARKING LOT SPACES = 70

ADA SPACES = 5 (3 VAN ACCESSIBLE, 2 STANDARD SIZE

VEHICLE ACCESSIBLE

MAINTENANCE PARKING LOT SPACES = 9

ADA SPACES = 1 VAN ACCESSIBLE

1. SAWCUT EDGE & MATCH NEW PAVEMENT TO EXISTING PAVEMENT WITH A CRISP

EDGE.

2. THE CONTRACTOR SHALL MAKE SURE ALL STREET LIGHTS ARE ON AT DUSK EVERY

DAY.

3. THE CONTRACTOR SHALL INCLUDE PARKING METER COSTS AND ROAD CLOSURE

COSTS IN CONTRACTOR BID.

ROAD BLOCKINGS - $20/DAY/BLOCK FOR EACH CURB LANE, SIDEWALK OR

ALLEY; $30/DAY/BLOCK FOR EACH TRAFFIC LANE.

BLOCKING OR REMOVING METERS FROM USE: ONE TIME $25 APPLICATION

FEE PLUS $10/METER/DAY; EXCLUDING SUNDAY AND CITY HOLIDAYS.

CONTACT DEPARTMENT OF STREETS (314) 647-3111.

4. ALL CURB ALONG STREET TO BE RE-USED OR NEW GRANITE. ALONG ENTRANCES AND

PARKING LOT, NEW CURB TO BE CONCRETE.

13 15

C3.3

C3.3

5 C3 .2

.5'

6.0

2.0

.5'

6.0

2.0

TYP

4 TYP

4 TYP

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

9.0'

TYP

5 5 5

C3.3

C3.8

C3.3

26.0' 22.0000'22.0'

13 TYP 13 TYP

TYP

PLAN

R10.0'R10.0'

R5.0'

R10.0' R10.0' R7.0'

R10.0'

R10.0'

R2.25' TYP

R4.0'R2.0'R4.5' TYP R4.0' R2.0'

R2.25' TYP

R7.0'

R4.5' TYP R5.0'

1 1

2 2 2

22 22 22

18 18 18

27.0

TYP

PATIENT LOTSTAFF LOT

MAINTENANCE

LOT

1717 1717

1 1

SITE PLAN NOTES

19 TYP

19 TYP

20 TYP

19 TYP

TYP

ALTERNATE

SCALE:

P.C.C. FULL WIDTH SIDEWALK

NO SCALE

C3.2

SCALE: NO SCALE

PAVEMENT REPLACEMENT

(OVERDIG AREA)2

C3.2 SCALE: NO SCALE

INSTALLATION OR ADJUSTMENT

OF GRANITE CURB3

C3.2 SCALE: NO SCALE

CURB RAMP

(ISOMETRIC & SECTION)4

C3.2

C3.2

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

SCALE: NO SCALE

TYPE 1 & 2 SPECIAL COMMERCIAL

CONCRETE ENTRANCES5

C3.2 SCALE: NO SCALE

COMBINATION CURB-

WHEEL STOP6

C3.2

SCALE:

CONCRETE SIDEWALK

NO SCALE

C3.2

SCALE:

PARKING STALL LAYOUT

NO SCALE

C3.2

PREPARED SUBGRADE

SEE DETAIL 1 ON SHEET C3.3 FOR

ASPHALT PAVEMENT CONSTRUCTION

SCALE:

PC CONCRETE RAMP DETAIL

NO SCALE

C3.3

PC CONCRETE PAVEMENT, 6 INCH

PC CONCRETE RAMP, 6 INCH

(TRADITIONAL CONCRETE)

SEE GRADING PLAN FOR ELEVATIONS

EXPANSION JOINTS

GROOVED PC CONCRETE RAMP, 6 INCH

PROFILE

EXPANSION JOINT

1/2" PRE-MOLDED WOOD FIBRE STRIP

ACCORDING TO ASTM D 1751 WITH 14" TO 12"

ZIP STRIP.

1/4" RADIUS

1/4" RADIUS

MINIMUM DEPTH 1/4 OF THICKNESS JOINT WIDTH 1/8"-1/4"

JOINTS SHALL BE SEALED (SEE REQUIREMENTS BELOW)

CONTRACTION JOINT BACK JOINT WITH ONE COMPONENT URETHANE

GUN GRADE SEALANT USING SONNEBORN

SONOPLASTIC NP-1, MAMECO VULKEM 116,

PECORDA DYNATROL 1, OR APPROVED EQUAL.

FINISH JOINT WITH A SELF LEVELING SEALANT

USING MAMECO INTERNATIONAL - VULKEM 45,

PECORA CHEMICAL CORP - UREXPAN NR20, SIKA

CHEMICAL CORP. - SILKAFLEX 12SL, CONTECH

INC., SONNEBORN BUILDING PRODUCTS DIV. -

SONALASTIC SL1NOTES:

CONTRACTION JOINTS ARE TO BE INSTALLED IN A RECTANGULAR PATTERN,

APPROXIMATELY SQUARE, 10' MAX. SPACING.

EXPANSION JOINT REQUIRED BETWEEN THE CONCRETE PAD AND THE BUILDING. IT

IS ALSO REQUIRED BETWEEN THE CONCRETE PAD AND OTHER RIGID PAVEMENT,

BOLLARDS, FENCE POSTS, STRUCTURES AND FOUNDATIONS.

SLOPE VARIES SEE PLANS

AGGREGATE BASE

COURSE, TYPE 5, 6"PREPARED SUBGRADE

HOT-MIX ASPHALT BINDER CSE, 4"

HOT-MIX ASPHALT SURF CSE, 2"

SCALE:

ASPHALT PAVEMENT DETAIL

NO SCALE

C3.3

SLOPE VARIES SEE PLANS

AGGREGATE BASE

COURSE, TYPE 5, 6"PREPARED SUBGRADE

WELDED WIRE FABRIC

(6" x 6" W2.9 x W2.9)

6" PC CONCRETE

SCALE:

CONCRETE PAVEMENT DETAIL

NO SCALE

C3.3

3"

SCALE:

TYPICAL CONCRETE JOINT DETAILS

NO SCALE

C3.3

PAVEMENT

NOTE:

USE COMBINATION CONCRETE CURB

AND SIDEWALK WHERE SIDEWALK IS

ADJACENT TO CONCRETE CURB.

1/2" JOINT

6"

6"

6"1"

6"

2"R 5"

VARIES FROM 5' TO 7'*

1.5% & VARIES

4"

CONCRETE CURB

SCALE: NO SCALE

COMBINATION CONCRETE

CURB & SIDEWALK - ALL NEW 6

C3.3

PREPARED SUBGRADE

1.5%

6.0'

1/2" JOINT

6"

6"

6" 1"

6"2"R5"

4"

CONCRETE CURB

PAVEMENT

C3.3

SITE PLAN DETAILS

4"

SLOPE VARIES

(1.5% TO -1.5%)

BE

LL

S

TR

EE

T

PA

RK

IN

G

LO

T

3'

CONCRETE SIDEWALK

TRANSITION PAVEMENT

(SLOPE VARIES)

EXISTING PAVEMENT

VARIES FROM 5' TO 7'*

VARIES

EXISTING CURB

SCALE: NO SCALE

COMBINATION CONCRETE CURB &

SIDEWALK - ADJACENT TO EXISTING7

C3.3

PREPARED SUBGRADE

1.5%

6.0'

1/2" JOINT

6"

6"

6" 1"

6"2"R5"

4"

CONCRETE CURB

PAVEMENT

BE

LL

S

TR

EE

T

PA

RK

IN

G

LO

T

2'

NEW FENCE, SEE DETAIL

1 ON SHEET C3.5

CONCRETE SIDEWALK

EXISTING CONCRETE SIDEWALK

TRANSITION PAVEMENT

(SLOPE VARIES)

CONCRETE SIDEWALK

R7-8 - STANDARD STATE APPROVED

HANDICAPPED SIGNAGE INSTALLED ON A METAL

COLUMN AT THE PROPER HEIGHT REQUIRED

PROVIDE ADDITIONAL SIGNAGE

BELOW THE HANDICAPPED SIGN AS

REQUIRED PER REGULATIONS.

SCALE:

ADA PARKING SIGN & POST

NO SCALE

C3.3

4,000 PSI CONC (TYP)

PROPOSED GRADE

PRIME AND PAINT WITH 2 COATS

OF YELLOW EXTERIOR ENAMEL

6" DIA SCH 40 STEEL PIPE

FILLED WITH CONCRETE

ROUND OFF

CONC CAP (TYP)

12" 12"

6"

" O

R

" T

YP

SCALE:

PIPE BOLLARD DETAIL

NO SCALE

C3.3

6" DIAMETER CONCRETE FILLED

STEEL PIPE BOLLARD, PAINTED

YELLOW, SEE DETAIL (THIS SHEET)

4'

$250

FINE

12" X 18" SIGN

RESERVED

PARKING

6"

BOLT SIGNS TO GALVANIZED METAL PIPE COLUM

EXPANSION JOINT

" M

IN

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

7.0

7.0

PREPARED SUBGRADE

EXISTING PAVEMENT

SCALE:

SPEED TABLE DETAIL

NO SCALE

C3.3

CONCRETE PAVEMENT, 6 INCH

GROOVED PC CONCRETE RAMP, 6 INCH

4" EXPANSION JOINTS

GROOVED PC CONCRETE RAMP, 6 INCH

A - A

10.0'

FINISH GRADE

TELESCOPING STEEL SIGN SUPPORT,

SEE DETAIL 3, SHEET C3.4

AC

CE

SS

IB

LE

S

IG

N

OT

HE

R

SI

GN

S

" M

IN

" M

IN

NOTE:

ALL SIGN POSTS AND

COMPONENTS SHALL HAVE A

BLACK POWDER COAT FINISH

" M

IN

SCALE:

SIGN DETAIL

NO SCALE

C3.3

WELDED WIRE FABRIC

(6" x 6" W2.9 x W2.9)

WELDED WIRE FABRIC

(6" x 6" W2.9 x W2.9)

NEW FENCE, SEE DETAIL

1 ON SHEET C3.5

PLAN

STEEL DRAINAGE PIPE STEEL DRAINAGE PIPE

CURBCURB

CONCRETE STRIPS TO TIE INTO

CURB AND CROSSWALK CONCRETE DRAIN POUR, 18" WIDE

TO TIE INTO CURB AND

CROSSWALK, SEE DETAIL

SIDEWALK

SIDEWALK

SEE DETAIL 4 ON SHEET C4.3 FOR GRADING DETAIL

WARP TRANSITION

PANEL (TYP)

EXISTING PAVEMENT

SAWCUT

CONCRETE CURB

6" X 6" STEEL

DRAINAGE TUBE

6"

DESIGN INTENT: MATCH STYLE AND MATERIALS FOR

RAISED CROSSWALK AT ENRIGHT AVE AND JOHN

COCHRAN HOSPITAL ENTRANCE

4" EXPANSION JOINT (TYP)

6"

18"

6"

TIE BARS. 12" LONG NO. 4

BARS AT 24" CTS.

PORTLAND CEMENT

CONCRETE

B - B

AGGREGATE BASE

COURSE, 6" THICK (MIN.)

CONTROL JOINTS (TYP)

7' (TYP)

SEE GRADING PLAN

A

A

B B